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069-530-031
r' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 1 0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ` 069-530-031 ZONING BUILDING PERMIT OWNER Wilkins Bob TELEPHONE SO. FT. OCC. BUILDING VALUATION 100 7 700.00 . OWNERS MAILING ADDRESS PO Rnx 6137 Auburn CA Q5604 CONTRACTOR'S NAME TELEPHONE owner 530 589-3343 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $58.50 BUILDING ADDRESS 13 Mims Court Energy Plan Checking Fee $ $ PERMIT FEE $ 171.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: rPtgi ni nR wall for RP n2-0 963 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2DOA 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. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License w Jr the following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 Main Service 200A TO 1000A 46.00 NEW CONST. DW EWNO OCCUP. OR ADDNS. ( a ACC. S. SO 3.5¢FT. T. NON-ROSINEW D. "LTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLEr CIR. Ex. Occup. OUTLET OR FIXTURES BAS p'; 0 Ex. Occu . DFIX�s pE51p.0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing 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 of one hundred dollars ($100) or less.) —• I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the orkers' compen tion provisions of section 3700 of the Labor Code, I shall thply ith thoss provisions. X Dade __ Sig, aca U awrier ❑ Contractor - Agent Uof 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 $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE 171. 50 S D FEES IMP FLOOD CDF PARCEL PO HD IS UE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Da O 3 Det Receipt No. :' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTS- DEPARTMENT OF DEVELOPMENT SERVICES - BUI DIHQ DIVISION 7 County Center Drilva, • Orovilla, California 95965 ► Telephone ( 0) 538.7841 P ST 140. _ APPU CATION AND PERMIT S 3� 0 3 =mm m` BUILDING PERMIT Oct ��'K7NE sQ. FT. oCC. WAD240 VALUMON Q� mcm:=m cmmmmm CA 5'� j4GLL, 7 X31 z� �3 D— BD BZW �b-8/ PAT;=3. mw USEOFST UC-Imm Dupl= D M:Wehoms O 09%w s TYPE Oi= t omc !1 O Adm D Rwcdd D Uffim 0 EsdWbf= 13 Other @ Des rlbe Wzd-- �RPw-- o -n_S-ro -ei. W.A l's BoT /-}f'-,S O *PST FEC PAlD SPA $ arm.. $ R.�#T l " Td Z?iT0 CC% Fes hero Pea Pure Chao Fee PLUbum ma F=RMT Each Trap Solar" or hest pump wrier heater Watt p• u+g . Each p= wdw'heir or vent Gas L. catfes 9uDd'a+g www m:619 itma ISIGIWI I --==T r--= s ELECTMAL PSWIT main Swyi e ( = o mWm-kwvi=n [ ase%so+mu 1 20.00 Ir.--- -ig Fee 20.DD 7.DD 23.0D 15. DD 1 S.DD 15,DD 1 S.DD ,g Fe-- 20.D0 2300 45.DD Fea 1 20. DD 6,50 PERMT r -Ek 13-;,-, NbbDe Home a Fee S 'c�argy► h�pe�ron Fee S o� :rFe O AL 7E $ MGL LFMUlf I FW=J) I =F !� — This perm8 is hereby broad under the appiisble provsoll of lige Butte Cain► Code and/or Resolufnns b dD work inckabd above for wwmh fees have been Peri i3y . Date �_ �' ... PERNUT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ,[J W, ASSESSOR PARCEL NUMBER _O (�'"l �53O Proposed Building Use: E''►A(01 _ � I Counter Technician: l -V Date: �V/-CJ3 �Ite�ms required in order to appl f Ir a permit. All boxes MUST be checked OR marked NA in order to apply. G3 1. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy' compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans; (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By I 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... 10. Letter of intent for non-residential buildings ............................................ :........ .:.. ❑ 11. Detached Accessory Building Form filled out by the owner............ ❑ 12. Hazardous Material Form ...................................................... ❑ 13. Other . Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15 Statement of Intent for Non -heated and A/C Buildings ................................. 16..Sanitation and plot plan approval from the Environmental Health Department in L _ ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: Go,K (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 4. Worker's Compensation Carrier Policy Number ..............:.............................. 25. Owner -Builder Verification (❑4 iven to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone S r 3 and hold for pickup. I have beenn of the abo4e items.and requirements for obtaining a building permit. Applicant.lil X�' Date: \/ 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cfthe above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division e O.B.- T. OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. personally plan to provide the major labor and materials for construction of the proposed ,—F�perty im rovement : YES NO 11 2: I - VE HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: DRESS: CITY. PHO CONTRACTOR'S LICENSE NO. 4. I plan to p vide portions of this work, but I have hired ollowing person to coordinate, supervise, and ovide the major work: NAME: ADDRESS: CTTy; PHONE: C CTOR'S LICENSE NO. 5. I will provide some of the rk but ve contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: :0 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and 41 returned to our office before we are permitted to issue the permit 5o'e.6x (o �h F,;, OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, /liter--. Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION roil T/ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541.NO. (Rev. 12/96) APPLICATION AND PERMIT �� 01MIT� AS SESSOR PARCEL NUMBER UORMM5_ ZONING BUILDING PERMIT OWNERwilking Sorb tr, TELEPHONE FT, OCC. VALUATION . OWNERS MAILING ADDRESS r R .. ti,,. r 0-556 /SO. /'�BU//IIL�LDING 100 7/ 700.00 CONTRACTOR'S NAME ��`� 4L owner' 530 589-+3343 TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace I'- Total Valuation $ 00.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee - - $90.W Plan Checkin Fee $58.50 BUILDING ADDRESS 3 Mims Count 9 Energy Plan Checking Fee $ $ PERMIT FEE, r$ 171.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP _ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ' SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: rP.tAirlinc► wall for RP 02-0863 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00. Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 LESSFling Main Service 200AORLESS 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License aw or the -following reason: CI'; as owner of the property, or my employees with wages as their sole compensation, " ill 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. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNGOCCUP. OR ADDNS. 8 A.C. =SUP. SO No REOSIDT. IBM ULTI.OUTLEr @7.50 APPARATUS a TLE ourLEr CIR. ! Ex. OCCu OUTLET OR FIXTURES B.AL20 @'. 0 Ex. Occup. oFIX�TED A u ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ohwith c mply with those' provisions. , / ^hih X st oat)e,3,24-��3 _ M A Y^� ... �„ k0.. Signature ofApplicant - ❑ Owner Contractor -Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $171.50 § HAZ. D FEES IMP FLOOD CDF PARCEL ••�...�,, PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have B y /�'►�j�% �ffif�' �/ ///'�4" ((( T PERMIT EXPIRES ON _ applicable provisions to do work been paid. Date (�t 7 D- ReceiptNo. 2]% L. WHITE-D.D.S.-B.D. M CANARY -ASSESSOR " PINK -INSPECTOR GOLDENROD -APPLICANT �TSW� i RESIDENTIAL PERMIT N0. 069-530-03 1 .03-0825 WILKINS, BOB a 13 MIMS, OROVILLE ` 'RETAINING WALL t ' SPECIAL CONDITIONS CHECKED II BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER e JOB FINALED (Date) D Signature_116 J=OK 0 = Not OK . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -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./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval . 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits . 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI .5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No _ 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: NOTES I`!+ a' . RESIDENTIAL 069-530-031y� 0 -0863 WILKINS, BOB ! i 13 MIMS CT., OROVILLE 'NSF W/ATTACHED GARAGE 0�3 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address I G 4 ELECT IC Meter By Date 6 JOB FINALED (Date) Signature 44 ✓ = OK 16. Insulation 0 = Not OK 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At c_lnsrulated Neutral O Yes ❑ No - = Not Applicable RESIDENTIAL = Not Ready PLUMBING (Permit) OK except #'s Date eldncler loor (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -SI pe 2. Ftg., Main; Soils-Elec. Grnd.-./ tg. Depth 12,1-tg—Garage; Soils-Steel-Elec rnd. ' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el-Blockouts- Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test lectric Underground jx`pl'enums & Ducts; Clearan a -M rial-Support-Ins. irders-Sills-Anchor o sts-Vents-Crippies Access & Ventilation (Single & Duplex) Date ELECTRICAL (Permit) OK except #'s ture & Transformer Clearance -Ins. Protection Ele eceptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water . 2 Appliance Circuits in Kitchen & Conductor Size GFI 16. Insulation 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At c_lnsrulated Neutral O Yes ❑ No Date Date Qom. Card 13-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 9. liter Htr.; Vent -Access -Combustion Air Baffle ef!�ter Pipe; Test & Anchor -Nail Protection &-. u .V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access roperty Line Firewall & Openings est Tub & Shower, Second Floor -Tub Access Card B-1 Date Card B-1 as Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ture & Transformer Clearance -Ins. Protection Ele eceptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water . 2 Appliance Circuits in Kitchen & Conductor Size GFI Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound caring Walls over Girders & Floor Nailing 3., Draft Stop in Walls (rat proof) 4 . Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs beo'Headers & Beams -Size & Bearing Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At c_lnsrulated Neutral O Yes ❑ No Klemg'. telte-rviceJOlibo Conductors & Ground Main Disconnect E uip. Clearances Panels-Motors-Mech. Equip. 9. Clothes Closet Light -Shower Light -Spa Light Smoke Detector roperty Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 5 C. Ducts Insulation & Support AgfS!.V-co ent Fan, Exhaust above insulation tW-Glazing ndensate Drain & Overflow, Size & Grade 59. urnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Jlcc Access & Platform if Furnace in Attic 61. Insulati-W Its-' 62. ,(- Infiltratin- ails -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound caring Walls over Girders & Floor Nailing 3., Draft Stop in Walls (rat proof) 4 . Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs beo'Headers & Beams -Size & Bearing Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Klemg'. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss•Shting.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 9. tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 - ail Veneer AgfS!.V-co Mesh -Drip Screed -Fd. Vents-Underflr. Access tW-Glazing Area -Glass Protection -Skylights -Plastic 59. Sheer VWrs; tailing -Bolts race Interior/Exterior Wall Panels 61. Insulati-W Its-' 62. ,(- Infiltratin- ails -Windows Date f• Card B-1 Date Card B-1 Date Card B-1AA Date Card B-1 Date FINAL (Plans) OK except #'s' Ext. Steps -Door & Sidelight Protect ion•Landings i.�_S_oke Detector jt*urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting G.F.I & Bath Fixtures & Tub Access -Spa EI c. Trim & Subpanel, Breaker Sizes & Labels fair & Rails replace or Stove, Clearance -Hearth cutlets at Wood Panel, Int. & Ext. ' Kit. Fixt & Appliance; Ground -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter �7 a.22! Fire Door; Swing -Landing -Closure tl000`A_C, Duct in Garage -Damper Pa. tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb Elec. & Mech. Equip. Listed for Location bdo"Eiec. Receptacles in Garage (F.F.I.)-Romex Protection ns tion -Foam -Looked in Attic Gua Rails & Deck Construction -Post Caps bt-1-cin. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Y'es'" 82. / Followi nstld./Drive �t�¢Sr� No/Walks uses No/Planters J Yes tyc Brown• mish Z y A.C. Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ectrical, Plumbing Exter' Elec. Trim, G.F.I. Receptacle -Underground enti hroughout House 8 lass P tection Lp"n—'rections from Previous Inspections 91. Gas,Test-Meters Tagged, Gas -Electric W r & S wer Connected -C/O to Grade -HD Approval E y Compliance Certificate -Other Certificates 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: V=OK 0 = Not OK a Not Applicable , MOBILE HOMES ' = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements ° 2. Soils; Special MH Support Sketch Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 5. 7. Well Clearance & Disconnect 8. Utility Clearance Carports; Windows -Doors 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 02/12/2003.16:55 FAX 707 864 5726 PRIMESOURCE ENGINEERED WOOD S.YSTEMS,• 4SS'r r,L,3 4�' �_.�'`, 0001 Certificate of Conforffiance Certificate 0 5 2`6 #I% Z THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of. Engineered Wood Systems (EWS) were manufactured .in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products— Structural. Glued Laminated Timber NER466 Glued Laminated Timber Combinations And"GAP" Computer Program For Determining.Design Stresses AITC 117-93 = Manufacturing,;— Standard Specifications For Structural Glued Laminated Timber Of Softwood Species 'IT IS HEREBY CERTIFIED'that the APA EWS trademarked structural glued laminated timber members were produced In a manufacturing facility subject to regular audits in accordancewith the Engineered e' bbvad •Systeins (EWS)' Quality..Assurance,:7Progra.m-. •Routine audits include inspection of ,the `:""m nufacturing process and, evaluation of the :in -plant QA program. with adequate sampling to verify confbm,.ance to industry standards -for lumber grade and glueline bond gpality. W 0 0,0 ##*A oggr� tP�N�s� rn SEAL 0W cijo SN IN GZ`'• s by e4 Thorinas G.,. Williamson Executive Vice President. ENGINEERED WOOD SYSTEMS Is a related corooratlon of APA-- THE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street • P.O: Box 11700 • Tacoma, WA 98411.0700 Telephone: (2531 45.6800 a Fax Number: (253) 565-7265 %f,e, rj r awdilm ie Us=dM=ldwwWAftWJU6--- Cammia PABUM radbAs COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive 9 Oroville, California 95965 •Telephone (530) 538-7541 PtE� IT.,NO. (Rev.12/96)� APPLICATION AND PERMIT ' ddb �a a 5 ASSESSORPARCELNUMBER 059-530-031 ZONING R1 BUILDING PERMIT r_ ` / .� I fY ' OWNER Wilkins, Bob TELEPHONE 4A- 0 SO. FT. OCC. BUILDING VALUATION 2550 2550 R 137 700.00 DFO Box 6137 ADDRESS CA 956114 166/8�U CONTRACTOR'S NAME owner284 TELEPHONE G3024..00y� 00 26 U 36.105 00 36.108.00 3.692.00 CONTRACTORS MAIUNG ADDRESS 216 2.808.00 CONSTRUCTION LENDER Fireplace ,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 184 832.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 937.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 609.05 BUILDINGADDRESS 13 Mims Court Oraville CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1589.05 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap L31 7.00 91.00 USEOFSTRUCTURE SF ,0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 1 5.00 5.00 TYPE OF WORK New EIC Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: NSF W/ attashed garage below Gas piping system 1 - 5 outlets 15.001 5,00 00 Building sewer 15.00' S' Mobile Home I S I GI @20.00 PERMIT FEE t 171.00 ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service 20.A 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.POWEPPARATUS 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 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. j�of X Date T""%'Z - G"Z_ Signature of Applicant -�0 Owner [I Contractor 13 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. �� / Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. sLDS. 3.5¢FT: 't (, P10" EW ga,pT MULTI.OIUTLET @7,50 8 SINGLER AOUTLET CIR. .00 EX. OCCu OUTLET OR FIXTURES SAL @ . I 0 FIXED APPINS. OR ' Ex. Occup. OUTLETS RESIo. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ �' � � MECHANICAL PERMIT Fling Fee 20;:00 y Heating on Cooling5 lin Hood 6.50 F, Ventilation Z RA PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 8-M occ CONST. TYPE TOTAL FEE $ 2127.39 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for'which fees have been paid. i �' j // _ 4617 4 By Ate' `� Date !!!ir PERMIT EXPIRES ON �° !� /& Date Receipt No. 7q i SDS%r X��%�% �r ta{ �� WHITE-D.D.S B.D'. VCANARY�ASSESSOR PINWINSPECTOR GOLDENROD -APPLICANT IN COUNTY OF BUTTE ' BUILDING DIVISION A DEPARTMENT OF DEVELOPMENT SERVICES r' 411 Main Street Chico, CA - (530) 891-2751 w -� 7 County Center Drive - Oroville, CA - (530) 538-7541. CORRECTION NOTICE e-2 2- Q_3 3 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have -any questions pertaining to this matter, or need additional explanation, please contac s office immediately. -4 _ 7 t , . J/ ,i� _ Of OQ &. ,lA nom. t Date �-3 Inspector REV 1:0192 / r,r r.�/ ! l z► r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-530-031 ZONING R BUILDING PERMIT OWNER Wilkins Bob TELEPHONE 16) 849-0701 SQ. FT. OCC. BUILDING VALUATION 2550 R 137-700,00 . OWNERS MAILING ADDRESS PO Box 6137 Auburn CA 95604 168 U 3024.00 CONTRACTOR'S NAME owner TELEPHONE Ll 2006 Q 136,108.00 284 3 692.0 CONTRACTORS MAILING ADDRESS 216 2 808.00 CONSTRUCTION LENDER Fireplace 1500.00 LENDER'S MMUNG ADDRESS Total Valuation $ 184.8-32.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 937.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 609.05 BUILDINGADDRESS 13 Mims Court Oroville CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1589.05 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 131 7.00 91.00 USEOFSTRUCTURE SF j7 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 5.0 Each gas water heater or vent 15.0 TYPE OF WORK New EX Addition ❑ Remodel ❑ Udli6es ❑ Installation ❑ Other ❑ Describe Work: NSF W/ attached garage below Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0 Mobile Home IS I GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service p.A OR IfSS 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: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this 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.) certify that in the performance of the work for which this permit is issued, I shall eflnot employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date %� ^ �'Z� _ Signature of Applicant, caner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction ures over 3 stories in h ight. Main Service TO ,000A 46.00 loo NEW CONST. DWELLING OCCUP. OR oNST. ( 3 5¢S0. - MuicTcou�rLSEr NON RESID. C @7.50 APPARATUS 8 SINGLE OUTLET CIR. .00 EX. Occup. OUTLET OR FDRURES BAL @ .' 0 FI APPUJS. OR Ex. Occup. o,mETs RESID. EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 9 11 IA MECHANICAL PERMIT Fling Fee 20.00 Heating 25 00 Cooling 25100 Hood 6.50 Ventilation 4.50 13.50 PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ, D. FEES IMP FLOOD CDF PARCEL 1 PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work indic ed ab a fo which fees have been paid. /J 074V /y`� \_ Date PERMIT EXPIRES ON Dete No. - / ® I 3973 .D.S.-6.D. CANAR -A SESSOR P INSPECTOR DENROD-APPLICA T t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: V" ASSE,S�,S`Qj"R PARCEL NUMBER 067, ` 53 O ` Use: NSF A ����' 1 Counter Technician: Date: Proposed Building Us i 1_ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. f21.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. �3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ? Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 1 6.Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage he information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 107. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ���10'' 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Date Received By ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other items needed to issue the permit. (May require additional plan review upon receipt of the following items.) V17. ees as shown on the attached Schedule of Fees Due Sheet ....................................... X r tatement of Intent for Non -heated and A/C Buildings ................................... anitation and plot plan approval from the Environmental Health Department in AW ` ity of Chico Plumbing permit............................................................ ......... California Department of Forestry plan approvald. Sent by: S G ln,.......... $21, ,Planning approval for (A) Use: (B)Parking: . (C) Parcel Check: PP Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ , ❑ 2?. Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number ............................................ _Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .....................- ❑ 2 . Letter of Signature authorization.................................................................... 4NRecorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: , When issued Telephone and hold for pickup. I have been informed of the ab ve items and requirements for obtaining a building permit. Applicant Date:''��� 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Yellow: Building Division a Plan Check Letter phone, ❑ maa1, ❑ counter, by Date: phone, ❑ mail, ❑ count h, by Date: Plans approved by: Date: _Structural approved by: Date. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER. VJI k (AS ?�5 PROPOSED BUILDING USE SCHEDULE OF FEES DUE CM 1. BUILDING PERMIT FEES 3 --Balance Due ........................................................ $ d --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ / --Revised Plan Checking Fee .................................. $ V 2. SCHOOL DISTRICT FEES v (paid at District Office) __�/_ 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ 3� 0. c_Z) 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 /'7 $510.00 (paid at Building Division) _V_/. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER DATE RECEIPT # DATE REC. 3 5�0 ?6 6-/7 --,�? RlE_ ER_,, -35 Ife 70 6 -,?-9 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 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 3rd Copy - Owner (Rev. 6/00) PERMIT NO.: 36-02 Lake Oroville Area Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 3, 2002 Applicant: ROBERT J WILKINS Applicant Address: P • 0. Box 6137, Auburn, CA 95604 Applicant Phone No.: (916) 849-0701 Property Locations(s): 13 Mims Court Kelly Ridge Estates Unit 7 Lot 31 A.P. No.(s): 69-53-31 Feesdue: All fees paid. Application for service approved: A � 1 LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Lake Oroville Area Public Utility District release to close permit: Date: By: Date: _. � s,.,F ,� rt , -� `�t !� - --. '�:=.., y �'�=+'��i��,, .._`y. ,.3=*-:,'e��.;f`Y•��.{'".: �.:✓'M1y.-^_� _ V�K, r.�.. �. . ,Y. ,�,... �� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ,►� ..� (Oneformper Building) School District v%ZQ(// ,L Building Department No. A.P. Number Jurisdiction: City County Property Owner Property Location/Address �3 AA IMC 4!� Subdivision Lot No. ................................................................................................................ Residential Development Sq. Footage �< 1 No of Living Mobile Home Addition/'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): :................................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) C� Building epartment ReP4 sse ative Date F (Floor Plans reviewed by School District Personnel) District Identification No. j ` �-t _ Gl• School District certifies that d (Applicant) (Street -Address) (Phone Number) (City) r (State) (Zip Code) has complied with the requirements'.of Resolution No. t%� — �� /� by payment of $ t . Irepresenting square feet. AB 2926 $ FULL MITIGATION $ ) Schoo(bikrict Representative r Date � Remarks: ' � I Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10I98)dmm x 4 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �I personally plan to provide the ma.or labor and materials for construction of the proposed property improvement : YEi N[3 I HA HAVE NOT E3 gned an application for a building permit for the proposed wo& 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: NAINEE: ADDRESS: CITY: PH0NNE: 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: PROPERTYOWNER: S Q C_ 11. icb 8 E G i'i'_ NT209R_ DATOG NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Csi1:7 OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information aboutyour obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, X01- 1 Mic el C. Vi ira, C.B.O. Ni ger, Building Inspection NOTE: rids Owner -Builder Information is required by Section 19810 of the California Health and Safety Code- OVER oda OVER e I wI !P•� A AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 20lz2-0110 1 896m Recorded Official Records CoBUTTEf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:05AN 15 -Apr -2002 REC FEE 10.00 CONFORM .00 Cheryl Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �ot31, a5 Shou�n on -�ha� �zrt�ain map en-��fled, �l Ke��� �id9� E6�afbs UnitV) 10hi6h maA gas re�ordzd �n �ht° �� icy o� h� �ecord2r o �h�unf� o 8u�t�, �fa�>✓ D. b1 iTom.41 on (Twe.-, 16, l M/J iA &0 80 6� fmo; at pa Date 4-15-02- P7TY OWNE State of California ) County of 8cct-f e.. ) On i�rDhl �So�OO cZ before me, ri b C 2 t . Cir/S 0A , /u DfQl-q personally appeared V l& udi'C�, t" h.e k i X 16,6 ex6 d Zvi �,&/ hs pe monally -lmewn-te-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s),W/are subscribed to the within instrument and acknowledged to me that Ve/sWthey executed the same in Vs/bdr/their authorized capacity(ies), and that by his/lptr/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature C��L li'i� Seal: ALICE L. CARLSON Commiasion # 1315331 Notary Public - Callfomla lhJ(/ 3 Butte County A. # My Comm. E*m Jul 26,2W6 6 ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary.Al i6p, L L(6N Expiration Date: V 2 ( 2Uvl(J Commission I.D.# 1 a LdJ I Manufacturers I.D.# N ] -PA County State���� �Q Place of execution of this Dated: 4— 5 - U 2-, on p t � Signature (Firm name if any) �y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California -95965 • Telephone (530) 538-7541 rPERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 4 ASSESSOHPARCEL NUM©ER !01169 -031 ZONING R BUILDING PERMIT OWNER WURINS BOB, 589-3343 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNE13 RS MAI_ LING ADDRESS_ _ _ ('W111yiLD1'JT, OROVILU CA 959%CONTRACTORS NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $26.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 13 MIMS LOUR AMVILLE CA Energy Plan Checking Fee $ $ PERMIT FEE $ 46.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP J PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ` Each gas water heater or vent 15.00 TYPE OF WORK I New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ ! Describe Work: _1 'fr TNAT t t Gas piping sy2tern 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W 1 @20.00 f PERMIT FEE $ f ELECTRICAL PERMIT Fling Fee 20.00 600V 0 LE Main Service 200."02LESS 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.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Lay for -the following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 _11 . f one hundred dollars ($100) or less.) 43, 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X / �i/ _ Date -" li" Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000." 46.00NEW CONST. DWELLING OCCUP. so OR ."ODNS. ( & Acc. OLDS. 3.5QF7; T. NON-REOSID. RANCHO CIRCUITS @7,50 OWERAPPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @''50 BAL Q .SO Ex. Occup. OUIXECPR., R T Ts ES p,LNSOEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 -c PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 46.00 HAZ. D. FEES IMP FLOOD CDF PARCEL pp �D �LSSUE 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. B'y, , f , Date PERMIT EXPIRES ON (Date) Receipt No. ti �% �; �%.�� di�i+. WHITE-D.D.S.-B.O." `CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT l COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovilles' CiAhfovnia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rewii CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page CF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 Project Address........ 7 Mims Court ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage.......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2550 sf Single Family Detached New Front Facing 45 deg 2 Raised Floor 12.4 0 of floor area 0.39 Btu/hr-sf-F 0.42 9.3 ft BUILDING SHELL INSULATION (NE,0,9 O Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, TO GARAGE Front (NE) 12.0 0.320 0.290 LEFT, BACK, RIGHT Standard None Window Front (NE) KNEE WALL Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC Standard None Window Front (NE) VAULTED TRUSS Floor Wood R-38 R-0 R-38 0.024 RAISED FLOOR Floor Wood R-38 R-0 R-38 0.028 ABOVE GARAGE Standard None Window Left (SE) ABOVE ENTRY FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (NE) 12.0 0.320 0.290 Standard Standard None Window Front (NE) 20.0 0.320 0.290 Standard Standard None Door Front (NE) 10.0 0.550 0.650 Standard Standard None Window Front (NE) 4.0 0.800 0.670 Standard Standard None Window Front (NE) 30.0 0.320 0.290 Standard Standard None Window Left (SE) 6.0 0.320 0.290 Standard Standard None Window Left (SE) 16.0 0.320 0.290 Standard Standard None Window Left (SE) 20.0 0.320 0.290 Standard Standard None Window Left (SE) 9.0 0.320 0.290 Standard Standard None Window Back (SW) 30.0 0.320 0.290 Standard Standard Yes Window Back (SW) 24.0 0.330 0.370 Standard Standard Yes U 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal FENESTRATION *** the supervision of a CEC-approved HERS provider using *** Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading" Shading Fins Door Back (SW) 40.0 0.550 0.650 Standard Standard Yes Window Back (SW) 24.0 0.330 0.370 Standard Standard Yes Window Back (SW) 12.0 0.330 0.370 Standard Standard Yes Door Back (SW) 40.0 0.550 0.650 Standard Standard Yes Window Back (SW) 12.0 0.330 0.370 Standard Standard Yes Window Right (NW) 6.0 0.320 0.290 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type HeatPump 7.20 HSPF n/a Attic R-4.2 Yes No Setback ACSplit 12.00 SEER No Attic R-4.2 Yes No Setback DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type (% fan CFM/CFM25) (ft2) HeatPump / ACSplit 6% / 107.1 n/a WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Electric Recirc/Temp 1 .93 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal HERS REQUIRED VERIFICATION *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action must.be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -02146S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the .Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Robert Wilkins Name.... Company. Owner Company. Address. Address. Phone... 916.849.0701 Phone... License. �G � Signed.. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 Project Address 7 Mims Court ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Bui ing Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Z MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -02146S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least -36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning MANDATORY'MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title........... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 with pilot < 150 Btu/hr). Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a'switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.' COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 Project Address 7 Mims Court ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 574 Manzanita Avenue, Ste 9 Plan Check Date Chico, CA 95926 530-894-8466 Field Check Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 19.68 14.80 4.88 Space Cooling.......... 11.68 7.34 4.34 Water Heating.......... 11.17 20.39 -9.22 Total 42.53 42.53 0.00 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume Zone Type (sf) (cf) 2550 sf Single Family Detached New Front Facing 45 deg (NE) 1 2 ReducedYear Raised Floor 1 23618 cf 0 sf 12.4 0 of floor area 0.39 Btu/hr-sf-F 0.42 9.3 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type HOUSE Residence 2550 23618 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -02146S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 2 Door 3 Wall 4 Door 5 Wall 6 Wall 7 Wall 8 Wall 9 Roof 10 Roof 11 Floor 12 Floor 13 Floor Orientation HOUSE 1 Window 2 Window 3 Door 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Door 13 Window 14 Window 15 Door 16 Window 17 Window Surface HOUSE 10 Window 11 Window 12 Door 13 Window 14 Window 514 0.065 19 45 90 Yes 18 0.330 0 45 90 Yes 323 0.065 19 45 90 No 17 0.330 0 45 90 No 660 0.065 19 135 90 Yes 298 0.065 19 225 90 Yes 633 0.065 19 315 90 Yes 67 0.065 19 45 90 Yes 2066 0.025 38 n/a 0 Yes 422 0.025 38 45 19 Yes 629 0.024 38 n/a 0 No 2175 0.028 38 n/a 0 No 81 0.028 38 n/a 0 Yes None None None None None None None None None None FC.38.2X12.1 FX.38.2X12.1 FX.38.2X12.1 FENESTRATION SURFACES PLAN FRONT ENTRY TO GARAGE TO GARAGE LEFT BACK RIGHT KNEE WALL TO ATTIC VAULTED TRUSS RAISED FLOOR ABOVE GARAGE ABOVE ENTRY Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC Front (NE) 12.0 0.320 0.290 45 90 Front (NE) 20.0 0.320 0.290 45 90 Front (NE) 10.0 0.550 0.650 45 90 Front (NE) 4.0 0.800 0.670 45 90 Front (NE) 30.0 0.320 0.290 45 90 Left (SE) 6.0 0.320 0.290 135 90 Left (SE) 16.0 0.320 0.290 135 90 Left (SE) 20.0 0.320 0.290 135 90 Left (SE) 9.0 0.320 0.290 135 90 Back (SW) 30.0 0.320 0.290 225 90 Back (SW) 24.0 0.330 0.370 225 90 Back (SW) 40.0 0.550 0.650 225 90 Back (SW) 24.0 0.330 0.370 225 90 Back (SW) 12.0 0.330 0.370 225 90 Back (SW) 40.0 0.550 0.650 225 90 Back (SW) 12.0 0.330 0.370 225 90 Right (NW) 6.0 0.320 0.290 315 90 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 30.0 n/a 6 7.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 6 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 .10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 6 10 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 6 14 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal OVERHANGS AND SIDE FINS 1 Storage Electric Recirc/Temp 1 .93 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by.a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 15 Door 40.0 n/a 6.67 14 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 12.0 n/a 6 14 1.5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE HeatPump 7.20 HSPF n/a Attic R-4.2 Yes No 0.867 ACSplit 12.00 SEER No Attic R-4.2 Yes No 0.762 DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type (% fan CFM/CFM25) (ft2) HOUSE HeatPump / ACSplit 60 / 107.1 n/a WATER HEATING SYSTEMS Number Tank • External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Electric Recirc/Temp 1 .93 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates Tested Duct Leakage. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by.a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above COMPUTER METHOD SUMMARY Page 4 C -2R Project Title........... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -02146S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal HERS REQUIRED VERIFICATION or may be calculated as documented on the CF -6R. If the measured CFM is above the target, then corrective action.must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. 1' or to CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Cavity Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal Parallel Path Method Reference Name . FC.38.2X12.1 Description .... Floor Crwl R-38 2x12 16oc Type ........... Floor R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... Wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- 2f. FIR.2X12 2x12 fir -- 11.14 3. PLY.0.63 0.625 in plywood 0.78 0.78 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 47.95 21.09 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 47.95 x 0.90) + (1 / 21.09 x 0.10) = 0.024 Btu/hr-sf-F Total R -Value: 1 / 0.024 = 42.53 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal Parallel Path Method Reference Name . FX.38.2X12.1 .Description .... Floor exp R-38 2x12 16oc Type ........... FloorExt R -Value ........ 38 Hr-sf-F/Btu Framing Material ..... FIR.2X12 Type ......... Wood Description .. 2x12 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Total R -Value: 1 / 0.028 = 35.61 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 lc. BATT.R38.0 R-38 batt insul (cavity > 11.25 in) 38.00 -- lf. FIR.2X12 2x12 fir -- 11.14 2. PLY.0.63 0.625 in plywood 0.78 0.78 3. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 41.95 15.09 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 41.95 x 0.90) + (1 / 15.09 x,0.10) = 0.028 Btu/hr-sf-F Total R -Value: 1 / 0.028 = 35.61 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... The Wilkins Residence Date..12/18/03 11:59:09 Project Address........ 7 Mims Court ******* Oroville *v6.01* Documentation Author... Marty Runnells ******* Energy Calculation Services 574 Manzanita Avenue, Ste 9 Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used....... Latent Load Fraction....... Description 2550 sf 23618 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 45 deg (NE) Heating Cooling (Btuh) (Btuh) 12559 6842 Building Permit Plan Check Date Fie Check/ Date MICROPAS6 v6.01 File -021465 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2550 SF.Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used....... Latent Load Fraction....... Description 2550 sf 23618 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load 45 deg (NE) Heating Cooling (Btuh) (Btuh) 12559 6842 4966 3228 n/a 3804 13434 5516 n/a 1875 3096 2126 34054 23391 n/a 4678 34054 .28069 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, outside air, 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. VERTICAL STEEL #4's A T 16 "cc. (CENTERED) HORIZONTAL STEEL #4's AT 24"cc. #4 DOWELS AT 16"cc. 281 14" #5's A T 16 "cc. UNDISTURBED GROUND (2) #4's CONTINUOUS (2) #4's CONTINUOUS BUTTE TY BUILDING EPA THEN . APPROVED ALL 4' RETAINING. W MICHAEL LOONEY CIVIL ENGINEER. RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE: OROVILLE, CA. 95966 530-533-2131 Date: 04/25/02 Page: - CANTILEVERED RETAINING WALL DESIGN M 4'FS WALL & FOOTING DATA VERTICAL LOADS LATERAL LOADS Retained Height = 4.00 ft Axial DL on Stem = 0 plf Lateral Load Acting on Wall Ht. above Soil = 0.00 ft Axial DL on Stem = 0 elf Stem Above Soil = 0.00 psf Toe Width - 0.75 ft ....Eccentricity = 0.00 in Add'1 Lateral Load = 0.00 plf Heel Width = 1.75 ft Surcharge over Toe 0.0 psf Dist to Load Start = 0.00 ft Total Footing Width = 2.50 ft Surcharge over Heel = 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 15.00 in Key Depth = 0.00 in Key Width = 0.00 in SOIL DATA ADJACENT FOOTING Toe to Key Dist. = 0.00 ft Allowable Bearing = 1500 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 30.0 pcf Load Eccentricity = 0.00 in Ftp/Soil Friction = 0.35 .....Max Press. = 0.0 pcf Footing Width = 0.00 ft' Soil to Neglect = 0.00 inSlope Press. _ 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 413 # Backfill Slope = 0.0 :1 Vert. Position of Ftg. Passive Pressure" - 195 # Passive Press. = 250.0 pcf ...Above/Below: [+/-] = 0.0 ft Friction = 436 # Soil Density = 110.0 pcf Spread Footing ? No Add'1 Force Required = 0.0 # Soil Ht over Toe = 0.00 in SUMMARY FOOTING DESIGN Pressure @ Toe = 907.2 psf Soil Press. Mult, Toe Heel f'c = 2500 psi Pressure @ Heel = 89.1 psf By ACI Eq 9-1 = 1270 125 ppsf FX = 40000 psi Allowable Press. = 1500 psf Mu -Upward - 325 170 ft-# Min. As Percent = 0.0014 Ecc. of resultant = 4.11 in Mu -Downward = 74 516 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 0.00 psi Mu -Design = 251 -345 ft-# Toe Heel Max. Shear @ Heel _ -0.21 psi One -Way Shear: # 4 @ 12.42 11.43 in o/c Allow, Ftg Shear = 85.00 psi Actual = 0.0 0.2 psi # 5 @ 19.25 17.71 in o/c Factors of Safety: Allowable = 85.0 85.0 psi # 6 @ 27.33 25.14 in o/c Overturning = 2.58 :1 Cover over Rebar = 3.50 2.50 in # 7 @ 37.27 34.29 in o/c Sliding = 1.53 :1 V = 11.50 12.50 in # 8 @ 48.00 45.14 in o/c Ru = Mu/bd"2 = 2.1 2.5 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Overturning Moments Resisting Moments Origin of Force... # _ ft ft-# # ft ft # Active Soil Press. = 413.4 1.75 723.5 0 0 0 Soil over Heel = 0 0 0 476.7 1.96 933.5 Soil over Toe - -23.4 0.42 -9.8 0.0 0.00 0.0 Sloped Soil @ Heel = 0 0 0 0.0 0.00 0.0 Adjacent Ftg. Load - 0.0 0.00 0.0 0.0 0.00 0.0 Surcharge" Over Heel = 0 0 0 0.0 0.00 0.0 Surcharge over Toe = 0.0 0.00 0.0 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 0.0 0.00 0.0 Load @ Proj . Wall = 0.0 0.00 0.0 0 0 0 Averaged Stem Wts. = 0 0 0 300.0 1.08 325.0 Added Lateral Load = 0.0 0.00 0.0 0 0 0 FootinO Height = 0 0 0 468.7 1.25 585.9 Key Weight = 0 0 0 0.0 0.00 0.0 Vertical Component of Active Pressure = 0 0 0 0.0 0.00 0.0 Totals = 390.0 # 713.8 ft -9 1245.4 # 1844.4 ft -4 Resisting Totals Used For Soil Pressure 1245.4 # 1844.4 ft-# (Vert. Component of Active Pressure Removed) (continued on next page....] V4.4C1 (c) 1983-96 ENERCALC KW -0601576. MICHAEL MOONEY, a v v MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN ( ..... continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall B.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 0.0 <= 521.2ft-# Vactual = 0.00 <= 19.36psi Interaction Value = 0.000 Second Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12,0in Mactual = 5.0 <= 521.2ft-# Vactual = 0.16 <= 19.36psi Interaction Value = 0,010 Third Stem From 2.00ft to 3.00ft 8,00in Masonry w/ # 4 @ 16.00in, d= 3,75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75,00psf, Bar Embed= 12.Oin Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.077 Fourth Stem From 1.00ft to 2.00ft 8,00in Masonry w/ # 4 @ 16,00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp._ Wall Wt.= 75.00psf, Bar Died= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value = 0.259 Bottom Stem From O.00ft to 1.00ft 8.00in Masonrj w/ # 4 @ 16.00in, d= 3,75in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 320.0 <= 521.2ft # Vactual = 2.63 <= 19.36psi Interaction Value = 0.614 V4,4C1 (c) 1983-96 ENERCALC 4 _4' He r9_ Date: 04/25/02 SEL to p. TOE i'bot) 4 HiiRII. h= SHIYry Page: MICHAEL MOONEY, KW -0601576 -o 8" 111''' HORIZONTAL STEEL N0. 4.s AT 24"cc COMPACT BACKFILL 90% REL. VERTICAL STEEL NO. 4'S AT 16"cc. VERTICAL STEEL AT 5.25" CENTER o M11,2 1/2" LR. QD NO. 4 DOWELS 24" AT 16" cc. j �— SET AT EDGE 14 PROVID DRAINAGE 12 UND15 TUK6ED 6KOUNO NO. 4's A T 15" cc. (><) NO. 4's CONTIN 3" LR. w 36"- 5 FOOT MA SONR Y RETAINING WALL FREESTANDING MICHAEL MOONEY CIVIL ENGINEER, RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN M5FS WALL & FOOTING DATA # ft VERTICAL LOADS Retained Height = 5.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.00 ft Axial DL on Stem = Tae Width = 1.00 ft ....Eccentricity = Heel Width = 2.00 ft Surcharge over Tae - Total Footing Width = 3.00 ft Surcharge over Heel = Footing Thickness = 12.00 in Axial Load on Wall = 0 Key Depth = 6.00 in 0.0 0.00 Key Width = 12.00 in SOIL DATA Toe to Key Dist. = 1.00 ft Allowable Bearing = SLIDING CHECK 0 0 Active Lateral = Ftg/Soil Friction = 0.35 Vertical Component .....Max Press. _ Soil to Neglect = 0.00 in .....Slope Press. _ Lateral Pressure = 540 # Backfill Slope = Passive Pressure = 281 # Passive Press. _ Friction = 572 # Soil Density = Add' 1 Force Required = 0.0 # Soil Ht over Toe = SUMMARY: Pressure @ Toe - 895.4 psf Soil Press. Mult. Toe Pressure @ Heel = 193.5 psf By ACI Eq 9-1 = 1254 Allowable Press. = 1500 psf Mu -Upward = 572 Ecc. of resultant 3.87 in Mu -Downward = 105 Max. Shear @ Toe = 2.85 psi Mu -Design = 467 Max. Shear @ Heel = -2.95 psi One -Way Shear: Allow. Ftg Shear = 85.00 psi Actual = 2.8 Factors of Safety: Allowable = 85.0 Overturning = 2.79 :1 Coverer Rebar = 3.50 Sliding = 1.58:1 'd' = 8.50 Ru = Mu/bd"2 = 7.2 SUMMARY OF FORCES & MOMENTS Overturning Moments Origin of Force... # ft ft -4 Active Soil Press. = 540.0 2.00 1080.0 Soil over Heel = 0 0 0 Soil over Toe = -15.0 0.33 -5.0 Sloped Soil @ Heel = 0 0 0 Adjacent Ftg. Load = 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 Load @ •Proj . Wall = 0.0 0.00 0.0 Averaged Stem Wts. = 0 0 0 Added Lateral Load = 0.0 0.00 0.0 Footing Height = 0 0 0 Key Weight = 0 0 0 Vertical Component of Active Pressure = 0 0 0 Totals = 525.0 # 1075.0 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) Date: 04/25/02 Page: ADJACENT FOOTING - 1500 psf Vertical Load 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: [+/-] _ 110.0 pcf Spread Footing ? 0.00 in FOOTING DESIGN Heel f' c = 271 psf Fy _ 370 ft-# Min. As Percent = 871 ft-# Omit SP Under Heel ? -501 ft -4 Toe Heel - # 4 @ 16.81 15.04 in o/c 2.9 psi # 5 @ 26.05 23.31 in a/c 85.0 psi # '6 @ 36.97 33.08 in a/c 2.50 in # 7 @ 48.00 45.11 in a/c 9.50 in # 8 @ 48.00 48.00 in a/c 6.2 psi # 9 @ 48.00 48.00 in a/c 0 733.3 0.0 0.0 0.0 0.0 0.0 0.0 375.0 450.0 75.0 0.0 1633.3 # 1633.3# Resisting Moments ft 0 2.33 0.00 0.00 0.00 0.00 0.00 0.00 0 1.33 0 1.50 1.50 0.00 ft-# 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2506 psi 40000 psi 0.0011 No 1711.1 0.0 0.0 0.0 0.0 0.0 0.0 0 500.0 0 675.0 112.5 0.0 2998.6 ft -4 2999.6 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MCONEY KW 0601576 LATERAL LOADS 0 plf Lateral Load Acting on 0 �1f Stem Above Soil = 0.00 psf 0.00 in Add' 1 Lateral Load = 0.00 plf 0.0 psf Dist to Load Start - 0.00 ft 0.0 psf Dist to Load End = 0.00 ft ADJACENT FOOTING - 1500 psf Vertical Load 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert. Position of Ftg. 250.0 pcf ...Above/Below: [+/-] _ 110.0 pcf Spread Footing ? 0.00 in FOOTING DESIGN Heel f' c = 271 psf Fy _ 370 ft-# Min. As Percent = 871 ft-# Omit SP Under Heel ? -501 ft -4 Toe Heel - # 4 @ 16.81 15.04 in o/c 2.9 psi # 5 @ 26.05 23.31 in a/c 85.0 psi # '6 @ 36.97 33.08 in a/c 2.50 in # 7 @ 48.00 45.11 in a/c 9.50 in # 8 @ 48.00 48.00 in a/c 6.2 psi # 9 @ 48.00 48.00 in a/c 0 733.3 0.0 0.0 0.0 0.0 0.0 0.0 375.0 450.0 75.0 0.0 1633.3 # 1633.3# Resisting Moments ft 0 2.33 0.00 0.00 0.00 0.00 0.00 0.00 0 1.33 0 1.50 1.50 0.00 ft-# 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2506 psi 40000 psi 0.0011 No 1711.1 0.0 0.0 0.0 0.0 0.0 0.0 0 500.0 0 675.0 112.5 0.0 2998.6 ft -4 2999.6 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MCONEY KW 0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RE -PAINING WALL DESIGN M5FS Date: 04/25/02 Page: f .....continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall - `'' B.00in Masonry w/ 4 @ 16.00in d= 3.75in ' Y 1`' ' :, ;"' " f'm= 1500.Opsi, Fs= 22000.Opsi 4 - =4 H°`;_ ' LDF= 1.00, n= 25.78 F: Solid Grouted, No Spec. Insp., Wall Wt.= 75.00psf, Bar Eiibed= 12.Cin a rn„t 1 :;=+ -a-s--= - Mactual = 5.0 <= 521.2ft-# $y �'` '"' Vactual = 0.16 <= 19.36psi Interaction Value = 0.010 Second Stem From 3.00ft to 4.00ft 8,00in Masonry w/ # 4 @ 16.00in, d= 3.75in HEEL t' f'm= 1500.Opsi, Fs= 22000.Opsi - LDF= 1.00, n= 25.78 TOE Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin 4H0RIZ. 3:=H0V.-N Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi i Interaction Value = 0.077 Third Stem From 2.00ft to 3.00ft 8,00in Masonry w/ # 4 @ 16.00in, d= 3.75in i f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value = 0.259 Fourth Stem From 1,00ft to 2.00ft B.00in Masonry w/ # 4 @ 16.00in, d= 5.25in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec, Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 320.0 <= 905.4ft-# Vactual = 2.63 <= 19.36psi Interaction Value = 0.353 Bottom Stem From O.00ft to 1.00ft 8.00in Masonry w/ # 4 @ 16,00in, d= 5.251n f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp, Wall Wt.= 75.00psf, Bar Embed= 6.Oin Mactual = 625.0 <= 905.4ft-# Vactual = 4.11 <= 19.36psi Interaction Value = 0.690 V4,4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 3 F: V4,4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 r�l / COMPACT BACKFILL \\ HORIZONTAL STEEL / 3 3/4" CLR #4's AT 24" cc VERTICAL STEEL #4's AT I6"cc J 9" #5 DOWELS AT 16- OC 18" 30 THREE COURSES 12" BLOCK 24- PROVIDE 4"PROVIDE DRAINAGE #4's AT 15" cc 2" CLR. UNDISTURBED GROUND (4) NO 4's COINTNUOUS 3" CLR 12- 15" 42- 6' RETAINING WALL DETAIL FREESTANDING 00 BUTTE COUNTY Eye o� L� -MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RE-TAINING .WALL DESIGN M6FS WALL & FOOTING DATA VERTICAL LOADS Retained Height = 6.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.00 ft Axial DL on Stem = Toe Width = 1.50 ft ....Eccentricity = Heel Width = 2.00 ft Surcharge over Toe = Total Footing Width = 3.50 ft Surcharge over Heel = Footing Thickness = 12.00 in 0.0 0.00 Key Depth = 12.00 in Key Width = 12.00 in SOIL DATA Toe to Key Dist. = 1.25 ft Allowable Bearing = SLIDING CHECK Active Lateral = Ft5/Soil Friction = 0.35 .....Max Press. _ Soil to Neglect = 0.00 in .... Slope Press. _ Lateral Pressure = 735 # Backfill Slope _ Passive Pressure = 500 # Passive Press, Friction = 670 # Soil Density = Add' 1 Force Required = 0.0 # Soil Ht over Toe = SUMMARY Pressure @ Toe = 927.8 psf Soil Press. Mult, Toe Pressure @ Heel = 165.9 psf By ACI Eq 9-1 = 1299 Allowable Press. = 1500 psf Mu -Upward = 1290 Ecc. of resultant = 4.88 in Mu -Downward = 236 Max. Shear @ Toe = 7.52 psi Mu -Design = 1054 Max. Shear @ Heel = -1.59 psi One -Way Shear: Allow. Ftg Shear = 85.00 psi Actual = 7.5 Factors of Safety: Allowable = 85.0 Overturning = 2.50 :1 Cover over Rebar = 3.50 Sliding = 1.59:1 V = 8.50 Ru = Mu/bd"2 = 16.2 SUMMARY OF FORCES & MOMENTS Overturning Moments Origin of Force... # ft ft-# Active Soil Press. = 735.0 2.33 1715.0 Soil over Heel = 0 0 0 Soil over Toe = -15.0 0.33 -5.0 Sloped Soil @ Heel = 0 0 0 Adjacent Ftg. Load = 0.0 0.00 0.0 Surcharge Over Heel = 0 0 0 Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall = 0 0 0 Load @ Proj , Wall = 0.0 0.00 0.0 Averaged Stem Nits. _ 0 0 0 Added Lateral Load = 0.0 0.00 0.0 Footing Weight = 0 0 0 Key Weight = 0 0 0 Vertical Component of Active Pressure = 0 0 0 Totals = 720.0 # 1710.0 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) V4,4C1 (c) 1983-96 ENERCALC Date: 04/25/02 LATERAL LOADS 0 plf Lateral Load Acting on 0 plf Stem Above Soil = 0.00 in Addll Lateral Load = O.O psf Dist to Load Start _ 0.0 psf Dist to Load End = ADJACENT FOOTING 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg, CL to Wall = 0.0 :l Vert. Position of Ftg 250.0 pcf ...Above/Below: 110.0 pcf Spread Footing 0.00 in FOOTING DESIGN Heel f' c = 2500 psi 232 ppsf Fy = 40000 psi 167 ft-# Min. As Percent = 0.0014 567 ft -4 Omit SP Under Heel ? No -400 ft-# Toe Heel # 4 @ 16.81 15.04 in c/o 1.6 psi # 5 @ 26.05 23.31 in c/o 85.0 psi # 6 @ 36.97 33.08 in c/o 2.50 in # 7 @ 48.00 45.11 in c/c. 9.50 in # 8 @ 48.00 48.00 in c/o 4.9 psi # 9 @ 48.00 48.00 in c/o I Page: 0.00 psf 0.00 plf 0.00 ft 0.00 ft U.0 ff 0.00 in 0.00 ft 0.00 ft 0.0 ft No 1980.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1120.5 0 918.7 262.5 0.0 4281.7 ft-# 4281.7 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 Resisting Moments - ft 0 0 660.0 3.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0 0 579.0 1.94 0 0 525.0 1.75 150.0 1.75 0.0 0.00 1914.0 # 1914.0 1980.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1120.5 0 918.7 262.5 0.0 4281.7 ft-# 4281.7 ft-# (continued on next page....) MICHAEL MOONEY, KW -0601576 x ,MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 04/25/02 CANTILEVERED RETAINING WALL DESIGN M6 FS ( ..... continued) STEM SUMMARY Top Stem: From 4.00 ft to Top of Wall 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar -Embed= 12.Oin Mactual = 40.0 <= 521.2ft-# Vactual = 0.66 <= 19.36psi Interaction Value = 0.077 Second Stem From 3.00ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3,75in f'm= 1500.Opsi, Fs= 22000,Opsi LDF= 1.00, n= 25.78 Solid Grouted'No Spec. Insp. Wall Wt.= 75.00psf, Bar Emhed= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value= 0.259 Third Stem From 2.00ft to 3.00ft 12.00in Masonry w/ # 4 @ 16.00in, d= 5.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Inspp. Wall Wt.= 118.00psf, Bar Eisbed= 12.Oin Mactual = 320.0 <= 1050.Oft-# Vactual = 1.72 <= 19.36psi Interaction Value = 0.305 Fourth Stem From 1.90ft to 2,00ft 12,00in Masonry w/ # 5 @ 16,00in, d= 5.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25,78 Solid Grouted„No Spec. Insp, Wall Wt,= 118,00psf, Bar Embed= 12.Oin Mactual = 344,6 <= 1229.9ft-# Vactual = 1.81 <= 19.36psi Interaction Value = 0.280 Bottom Stem From O.00ft to 1.90ft 12.00in Masonry w/ # 5 @ 16,00in, d= 5,75in flm= 1500.Opsi, Fs= 22000.0psi LDF= 1.00, n= 25.78 Solid Grouted„No Spec, Insp. Wall Wt.= 118.000sf, Bar Embed= 6.0in Mactual = 1080.0 <= 1229,9ft-# Vactual = 3.88 <= 19.36psi Interaction Value = 0.878 C.P -U_ Sajid Grout 4 1E." .rt CL 4 4. 16 rt CL t_= r - - x4 H ' E L {-tripC. 4 HGR17. r- SHU'."N Page: / V4.4C1 (c) 1983-96 ENERCALC m1CHkhl, muuml, nw-uoui7;o COMPACT BACKFILL Q 12" BLOCK < 4 COURSES 00 #5 DOWELS AT 16"oc. 36 24" 2 11/16" CLR PROVIDE DRAINAGE 2" CLR N HORIZONTAL STEEL #4's AT 24"cc VERTICAL STEEL #4's AT 16"cc REBAR CENTERED IN 8" WALL BUTTE COUNTY BUILDING DEPARTMENT — #4 CONT. APPROVED 8 11/16" #4 CONT. 19" UNDISTURBED GROUND a (-O 44's CONT. 3" CLR (2) #4's CONTIN. N #4's A T 17"cc 12 14 20» ffl 51, T RETAINING TALL DETAIL MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 y 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN 7' FREESTANDING RETAINING WALL WALL & FOOTING DATA Retained Height = Wall Ht. above Soil = Toe Width = Heel Width Total Footing Width = Footing Thickness = Key Depth = Key Width = Toe to Key Dist. _ SLIDING CHECK Ft5/30il Friction = Soil to Neglect = Lateral Pressure = Passive Pressure = Friction = Add' 1 Force Required = SUMMARY Pressure @ Toe = Pressure @ Heel = Allowable Press. _ Ecc. of resultant = Max. Shear @ Toe = Max. Shear @ Heel = Allow. Ftg Shear Factors of Safety: Overturning = Sliding = Origin of Force... # Active Soil Press. = 960.0 VERTICAL LOADS 7.00 ft Axial DL on Stem = 0.50 ft Axial DL on Stem = 1.58 ft ....Eccentricity = 2.75 ft Surcharge over Toe = 4.33 ft Surcharge over Heel = 12.00 in 0 Vertical Component 12.00 in 0 12.00 in SOIL DATA 1.67 ft Allowable Bearing = Active Lateral - 0.35 .....Max Press. _ 0.00 inSlope Press. _ 960 # Backfill Slope = 500 # Passive Press. 989 # Soil Density = 0.0 # Soil Ht over Toe = 951.4 psf Soil Press. Mult, Toe 353.4 psf By ACI Eq 9-1 = 1332 1500 psf Mu -Upward = 1535 3.97 in Mu -Downward = 262 8.87 psi Mu -Design = 1273 -5.89 psi One -Way Shear: 85.00 psi Actual - 8.9 Allowable = 85.0 3.03 :1 Cover over Rebar = 3.50 1.55:1 'd' = 8.50 Ru = Mu/bd'2 = 19.6 SUMMARY OF FORCES & MOMENTS Overturning Moments Origin of Force... # Active Soil Press. = 960.0 Soil over Heel = 0 Soil over Toe = -15.0 Sloped Soil @ Heel = 0 Adjacent Ftg. Load = 0.0 Surcharge Over Heel = 0 Surcharge over Toe = 0.0 Axial Load on Wall = 0 Load @ Proj , Wall = 0.0 Averaged Stem Wts. = 0 Added Lateral Load = 0.0 Footing Weight = 0 Key Weight = 0 Vertical Component 2555.0 ft-# of Active Pressure = 0 Totals - 945.0 # Resisting Totals Used For Soil Pressure (Vert, Component of Active Pressure Removed) ft ft-#' 2.67 2560.0 0 0 0.33 -5.0 0 0 0.00 0.0 0 0 0.00 0.0 0 0 0.00 0.0 0 0 0.00 0.0 0 0 0 0 0 0 psf 2555.0 ft-# Date: 03/21/03 Page: ADJACENT FOOTING - 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert, Position of Ftg. 250.0 pcf ...Above/Below: [+/-] _ 110.0 pcf Spread Footing ? 0.00 in FOOTING DESIGN Heel f' c = 495 psf F]i _ 930 ft-# Min. As Percent = 1972 ft-# Omit SP Under Heel ? -1042 ft-# Toe Heel - # 4 @ 16.81 15.04 in o/c 5.9 psi 5 @ 26.05 23.31 in o/c 85.0 psi # 6 @ 36.97 33.08 in o/c 2.50 in # 7 @ 48.00 45.11 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 12.8 psi # 9 C 48.00 48.00 in o/c Resisting Moments # ft ft-# 0 0 0 1347.5 3.46 4655.6 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 677.7 1.99 1349.4 0 0 0 649.5 2.17 1406.2 150.0 2.17 325.0 0.0 0.00 0.0 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 2824.7 # 7736.2 ft-# 2824.7 # 7736.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 LATERAL LOADS 0 plf Lateral Load Acting on 0 elf Stem Above Soil = 0.00 psf 0.00 in Add'1 Lateral Load = 0.00 plf 0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft ADJACENT FOOTING - 1500 psf Vertical Load = 30.0 pcf Load Eccentricity = 0.0 pcf Footing Width = 0.0 pcf Ftg. CL to Wall = 0.0 :1 Vert, Position of Ftg. 250.0 pcf ...Above/Below: [+/-] _ 110.0 pcf Spread Footing ? 0.00 in FOOTING DESIGN Heel f' c = 495 psf F]i _ 930 ft-# Min. As Percent = 1972 ft-# Omit SP Under Heel ? -1042 ft-# Toe Heel - # 4 @ 16.81 15.04 in o/c 5.9 psi 5 @ 26.05 23.31 in o/c 85.0 psi # 6 @ 36.97 33.08 in o/c 2.50 in # 7 @ 48.00 45.11 in o/c 9.50 in # 8 @ 48.00 48.00 in o/c 12.8 psi # 9 C 48.00 48.00 in o/c Resisting Moments # ft ft-# 0 0 0 1347.5 3.46 4655.6 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0 0 0 677.7 1.99 1349.4 0 0 0 649.5 2.17 1406.2 150.0 2.17 325.0 0.0 0.00 0.0 0.0 # 0.00 in 0.00 ft 0.00 ft 0.0 ft No 2500 psi 40000 psi 0.0014 No 2824.7 # 7736.2 ft-# 2824.7 # 7736.2 ft-# (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 h 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 03/21/03 CANTILEVERED RETAINING WALL DESIGN 7' FREESTANDING RETAINING WALL ( ..... continued) STEM SUMMARY Top Stem: From 6.00 ft to Top of Wall 8.00in Masonry w/ # 4 Co 16.00in, d= 3.75in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.33, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 5.0 <= 693.2ft-# Vactual = 0.16 <= 22.33psi Interaction Value = 0.007 Second Stem From 4.00ft to 6.00ft 8.00in Masonry w/ # 4 @ 16.00in, J= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 135.0 <= 521.2ft-# Vactual = 1.48 <= 19.36psi Interaction Value = 0.259 Third Stem From 2.68ft to 4.00ft 8.00in Masonry w/ # 4 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 13.2in Mactual = 403.1 <= 521.2ft-9 Vactual = 3.07 <= 19.36psi Interaction Value = 0.773 Fourth Stem From 2.67ft to 2.68ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f,m= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec.:(nsp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 405.9 <= 2563,Oft-# Vactual = 2.02 <= 19.36psi Interaction Value = 0.158 Bottom Stem From O.00ft to 2.67ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9,00in f'm= 1500.0psi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted„No Spec, Insp. Wall Wt.= 118.00psf, Bar Embed= 6.Oin Mactual = 1715.0 <= 2563.Oft-# Vactual = 5.28 <= 19.36psi Interaction Value = 0.669 c.r,.u.,= ;idcr., r CL . 4" H,-, i er"t - P9.U.,c-iidGrr 4 ta. 4' H r i z -- H -EL (top.) Page: ICHAEL MOONEY, KW -(601576 V4.4C1 (c) 1983-96 ENERCALC 6" MIN. 0 d - N COMPACT BACKFILL 12" BLOCK 5 COURSES #5 DOWELS AT 16"oc. 45" 24" 2 11/ 16" CLR PROVIDE DRA6NA GE 2" CLR �n VERTICAL STEEL #5's AT 16"cc REBAR CENTERED IN 8" WALL HORIZONTAL, STEEL #4's AT 24"cc BUTTE COUNTYDEPARTMENTBUILDING A P P R (1)61 – #4 CONT. 8 1116" 18" #4 CONT. UNDISTURBED GROUND (3) #4's CONT. (2) #4's CONTIN. 3" CLR #4's AT 17"cc �— 21 54" RET/AISLE VVA L L LL I HIL MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE; CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN Date: 09/12/02 Page: WALL &FOOTING DATA VERTICAL LOADS = 0 pit LATERAL LOADS Lateral Load Acting on Retained Height = 8.00 ft Axial DL on Stem Stem = 0 pit Stem Above Soil = 0.00 psf Wall Ht. above Soil = 0.50 ft 1.50 ft Axial DL on = 0.00 in Add'1 Lateral Load - 0.00 plf Toe Width = Heel Width = 3.00 ft ....Eccentricity Surcharge over Toe - 0.0 psf 0.0 psf Dist to Load Start Dist to Load End = _ 0.00 ft 0.00 ft Total Footing Width - 4.50 ft Surcharge over Heel = Footing Thickness - 12.00 in Key De th - 15.00 in 12.00 in SOIL DATA ADJACENT FOOTING 0.0 # Key Width - Toe to Key Dist. _ 1.15 ft Allowable Bearing - P 1500 pcf 30.0 pcf Vertical Load Load Eccentricity = = 0,00 in SLIDING CHECK - Active Lateral - 0.0 pcf Footing Width = 0.00 ft Ft9/Soi1 Friction - 0.35 0.00 in .....Max Press. Press. 0.0 pcf Ftg. CL to Wall 0.00 ft Soil to Neglect - Lateral Pressure - 1215 # .....Slope Backfill Slope - = 0.0 :1 250.0 pcf Vert. Position of Ftg. ...Above/Below: [+/-] = 0.0 ft Passive Pressure = 633 # 1191 # Passive Press. Soil Density = 110.0 pcf Spread Footing No Friction Add' 1 Force Required' - 0.0 # Soil Ht over Toe = 0.00 in FOOTING DESIGN SUMMARY Pressure @ Toe 1259.9 psf Soil Press. Mult. Toe 1764 Heel 354 psf fc = = 2500 psi 40000 psi Pressure @Heel _ 252.6 psf 1500 By ACI Eq 9-1 = Mu -Upward = 1808 1125 ft-# Min. As Percent = ? 0.0014 No Allowable Press. Ecc. of resultant _ psf 5.99 in Mu -Downward = 236 2884 ft # Omit SP Under He Toe Heel Max; Shear @Toe _ 11.10 psi P Mu -Desi - � - 1572 -1759 ft-# # 4 @ 16.81 15.04 in o/c Max. Shear @ Heel - -9.53 psi One -Way Shear: Actual = 11 1 9.5 psi P # 5 @ 26.05 23.31 in o/c Allow. Ftg Shear - 85.00 psi Allowable = 85.0 , 85.0 # 6 @ 36.97 33.08 in o/c in Factors of Safety: Overturning = 2.64 :1 Cover over Rebar = 3.50 in 2.50 in in # 7 @ 48.00 # 8 @ 48.00 45.11 o/c 48.00 in orc Sliding = 1.50 :1 'd' _ Ru = Mu/bd"2 - 8.50 24.2 9.50 21.7 psi # 9 @ 48.00 48.00 in o/c SUMMARY OF FORCES & MOMENTS Resisting Moments Overturning Moments ft ft-# Origin of Force... # ft ft # # Active Soil Press. = 3645.0 1215.0 3.00 3.50 0 1760.0 0 0 6160.0 Soil over Heel = Soil over Toe = 15.0 0.33 y 0 0,0 0 0 0.00 0.00 0,0 0.0 Sloped Soil @ Heel - 0 0.0 0 0.00 0 0.0 0.0 0.00 0.0 Adjacent Ftg. Load = 0 0 0.0 0.00 0.0 Surcharge Over Heel = 0 0.0 0.00 0.0 0,0 0.00 0.0 Surcharge over Toe = 0 0 0.0 0.00 0.0 Axial Load on Wall = Load @ Proj . Wall = 0 0.0 0.00 0.0 0 780.7 0 1.92 0 1496.8 Averaged Stem Wts. = Added Lateral Load = 0 0 :0 0 0.00 0.0 0 0 675.0 0 2.25 0 1518.7 Footin5 Weight = 0 0 0 0 187,0 2.25 421.9 Key Wei ht = 0 Vertical Component0 0 O p 0.00 0.0 of Active Pressure = 0 - Totals = 1200.0 # 3640.0 ft-# 3403.2 # 9597.4 ft-# 3403.2 # 9597.4 ft-# Resisting Totals Used For Soil Pressure (Vert. Component of Active Pressure Removed) (continued on next page.... MICHAEL MOONEY, KW -060157 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 CANTILEVERED RETAINING WALL DESIGN ( ..... continued) STEM SUMMARY Top Stem: From 7.00 ft to Top of Wall 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi -4 � '.4 H LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual - 5.0 <= 603.1ft-# - 16" er Vactual = 0.16 <= 19.36psi 4 a.. Horiz Interaction Value = 0.008 Second Stem From 6.00ft to 7.00ft 8.00in Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, .Fs= 2200.0psi LDF= 1.00, n= 25.78 Solid Grouted'No Spec..Insp. Wall Wt.= 75.00psf, Bar Embed= 12.Oin Mactual = 40.0 <= 138.5ft-4 Vactual = 0.66 <= 19.36psi- Interaction 9.36p5iInteraction Value = 0.289 Third Stem From 3.33ft to 6.00ft B4OOin Masonry w/ # 5 @ 16.00in, d= 3.75in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 75.0Opsf, Bar Embed= 13.7in Mactual = 509.2 <= 603.1ft-# Vactual = 3.59 <= 19.36psi Interaction Value =.0.844 Fourth Stem From 3.30ft to 3.33ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.Opsi LDF= 1.00, n= 25.78 Solid Grouted, No Spec. Insp. Wall Wt.= 118.00psf, Bar Embed= 12.Oin Mactual = 519.1 <= 2563.Oft-# Vactual = 2.38 <= 19.36psi Interaction Value = 0.203 Bottom Stem From O.00ft to 3.30ft 12.00in Masonry w/ # 5 @ 16.00in, d= 9.00in f'm= 1500.Opsi, Fs= 22000.0psi LDP= 1.00, n= 25.78 Solid Grouted, No Spec. Insp Wall Wt.= 118.00psf, Bar Embed= 6.0in Mactual = 2560.0 <= 2563.Oft-# Vactual = 6.90 <= 19.36psi Interaction Value = 0.999 V4.4C1 (c) 1983-96 ENERCALC Date: 09/12/02 Page: TOE (bot) - - 5 t6 - u.C. 4 HOPE. AS 5HOA' N MICHAEL MOONEY, KW -0601576 m E 1. 3� 1 ti MICHAEL MOONEY, KW -0601576 1. _A_-.. _ SPECIFICATIONS FOR MASONRY RETAINING WALLS 1) CONCRETE f ® 2500 psi at 23 days. 2) REINFORCING ASTM A 615, GRADE 40 MINIMUM 3) BLOCK Grade N, fm ® 1500 psi at 26 days 4) GROUT f ® 2500 psi at 26 days 5) MORTAR Type �', 1600 psi at 23 days 6) LAP SPLICES a 20" Minimum lap. 7) BACKFILL Backfill to be non -expansive, granular material. 1. _A_-.. _ c I d r'S3