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069-300-031
069-30-0-031 92-3161B WACHEL, James 300 oz 6271 Jack Hill Dr, Oroville contr:'Better Builders - 0 ret4n-ing wall O69-30-0-031 00-1742 SPRAT, MAYNARD 6271 JACK HILL Op, OROVILLE CONTR. BETTER BUILDERS NeWSINGLE FAMILY DWELLIN a�r�i�■����rr FA NOTES qp 7- d a �- RESIDENTIAL 069-30-0-031 00-1742 PERMIT NO.: SPEKAT, MAYNARD ' 6271 JACK HILL DR., OROVILLE CONTR: BETTER BUILDERS NEW SINGLE FAMILY DWELLING qlldo-o /)Vf-O m/� &� II SPECIAL CONDITIONS -11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G ' M y to ELEC IC Meter By Date f JOB FINALED (Date) 6 Signature CHECKED BY " i RESIDENTIAL 069-30-0-031 00-1742 PERMIT NO.: SPEKAT, MAYNARD ' 6271 JACK HILL DR., OROVILLE CONTR: BETTER BUILDERS NEW SINGLE FAMILY DWELLING qlldo-o /)Vf-O m/� &� II SPECIAL CONDITIONS -11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address G ' M y to ELEC IC Meter By Date f JOB FINALED (Date) 6 Signature CHECKED BY V= OK 0 = Not OK - = Not Applicable . MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clea rances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Discohnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector ' Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 J,/ = OK 0 = Not OK = Not Applicable = Not Ready Date Plans) OK Soils-Elec. Grnd.-/ RESIDENTIAL (Single & Duplex) A #'s Date FRAMING (Continued) d -Slope . Han -Post Caps -Anchors -Connectors /" Fig. Depth ling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. (,a- Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftq,, rorches & Decks; Soils -Steel-/ P Ftg. Depth Stegjwefts, Main; Steel-Blockouts-Wrapped 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / gaCuu I -Oven Circ. / / ga Eubr At Insulated Neutral g�, ❑ No 1_3$!To-P' - ser onductors -Ground Main Disconnect 32. ip. earances Panels-Motors-Mech. Equip. 33. glo<es Closet Light -Shower Light -Spa Light jqPefo�Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JMECHANICAL Cia!Hold ns and Special Anchors A. lab, Steel -Wrapped j,W-yw,rFan, 8. Pier eplace Ftg.-Steel . Co V.; Fall -Fitting -Test -2 Way C/O -Sewer Test F wgrGas Pipe; Size Anchors - Yard Gas Piping; Size Test 11 er Pipe; Test -Anchors -Regulator -Service Test Attic Access & Platform if Furnace in Attic 12. Ele nderground . Plenums .Ducts; Clearance -Material -Support -Ins. 14.ers-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date y/• —Date Card B-1 • ( Date Card B-1 , PJA&M B I N G (Permit) OK except #'s te'Water Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection (1 D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access ub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL.FreTRICAL (Permit) OK except #'s Fi e & Transformer Clearance -Ins. Protection EI . Receptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors Stapled R x Installed Close to Edge of Studs & C.J. E Ground made up w/Meth Fasteners -Bond Gas & Water 116�-2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / gaCuu I -Oven Circ. / / ga Eubr At Insulated Neutral g�, ❑ No 1_3$!To-P' - ser onductors -Ground Main Disconnect 32. ip. earances Panels-Motors-Mech. Equip. 33. glo<es Closet Light -Shower Light -Spa Light jqPefo�Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JMECHANICAL (Permit) OK except #'s A. ucts Insulation & Support J j,W-yw,rFan, Exhaust above insulation . Co nsate Drain & Overflow, Size & Grade F ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s Sits roper Materials & Anchors �4 tnUs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing $top in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Ey Headers & Beams -Size & Bearing 48 or Type A Flue -Fireplace Throat Clearance A ' ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 90M. Windows or Exiting Doors -Sill Ht. & Dimensions age Fire Protection Framing 4!52. P;pperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection L55-11y'wood on Roof Overhang -Attic Vents -Rafter Outriggers Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access SA--"G—lazing Area -Glass Protection-Skylig - lastic o� T5hear Walls; Nailing -Bolts 60. Brace I terior/Exterior Wall Panels ' 6 nsulation-Walls-Ceilings 62. I nfi Itration- Walls -Windows Date ( t2f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector urnace Vents -clearance -Comb, Air -Connector - In Gar ge; Above Floor -Ducts -Meth. Protection room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa f W-E,-Jee Trim ,& Subpanel, Breaker Sizes & Labels St Rails Oe -Fireplace or Stove, Clearance -Hearth Elec. Outlets at Wood Panel, Int. & Ext. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ c. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure . Duct in Garage -Damper LW�W-tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection Pte- Elec. & Mech. Equip. Listed for Location tAfg-Elec. Receptacles in Garage (F.F.I.)-Romex Protection I nsjAetion-Foam-Looked in Attic t rd Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive s ] No/Walks D4V r] No/Planters ] Yes ZINV-� Stucco Brown -Finish C. Unit Disconnect, Electrical -Plumbing ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 8/ xterior Elec. Trim, G.F.I. Receptacle -Underground LjrM-Ve—ntilation Throughout House /tgrlass Protection 90. 91. 2 , er & Sewer Connected -C/O to Grade -HD Approval ne Compliance Certificate -Other Certificates A94�ddress Posted11 I Date Card B-1 Date Card B-1 Dat Card 13-1 Date Card B-1 natel Card B-1 Date Card B-1 Comments at Final: 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION G^ *-,Itl* 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) , APPLICATION AND PERMIT Ar_ 1 ASSESSOR PARCEL NUMBER E - 069--300-031 ZONING BUILDING PERMIT OWNER MAYNARD SPEKAT TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE9 2574 714A CONTRACTORS MAILING ADDRES$.�63 ROYAL OAKS DR., OROVILLR 95966 �� CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,5W Total Valuation $ 45 00 5 d ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 800.50 Plan Checking Fee $ 520, 31 BUILDINGADDRESS 6271 JACK HILL DR., OROVILLE Energy Plan Checking Fee $ 00 $ I PERMIT FEE 1361.83 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap Ill 7.00 77,00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water piping 15.00 15.00 SF= Duplex ❑ Mobilehome ❑ Other Each gas water heater or vent 15.00 SPECIFY TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 New M.X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: NEW STNGJ F PAMTT.Y nEdFT,T.TNr Mobile Home I S G W @20.00 PERMIT FEE S157.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 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. \ LiC. NO. License Class r' > > OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Main Service TOL 46.00 J NEW CONST. DWElUNG OCCUP. DWE200ALLING U OR ADDNS. ( a ACC. eLOS. SO 3.5¢Fr: 113-0 NON,pESID MULTI -OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FaruREs 20 BAL o I:50 Ex. Occup. o. ED Ra D.) E 5.00 Temporary Service 23.00 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. Mobile Home Facilities 20.00 Misc. Wirina 1 23.00 ❑ 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 PERMIT FEE $ • MECHANICAL PERMIT Fling Fee 20.00 Heating 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. Cooling 20 00 Hood 6.50 Ventilation 4 c ❑ 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 PERMIT FEE $ 75.00 Mobile Home Installation 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.) ❑ 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 Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 1797.83 HAZ. D. FEES IMP FLOOD ..r. CDF PARC PD HD ISSUE SU 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. forthwith comply with those provisions. 11�/� X Date • / -00 _ Signature of Applicant - ❑ Owner ❑ ConVactor �,Agen -An OSHA permitis required for excavations over 5'0" dee and demolition or construction of structures over 3 stories in height. P t •� V By "�['L,t {^ PERMIT EXPIRES ON Date 9 /T /: Date Receipt No. d JU410L / l /4`i.1D/ /:I C �1_4,f 1% 7F-7 C• T 7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR - GOLDENROD -APPLICANT .'.�.�t;..r-4.:�iy�,,,�t'.�•.,,_r�1...�;tf�.�•,•�'a'•:,.A�.:�'�f.J�+.,=;�.�Ts•'". -+cr��.. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE o v- / =Gk PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the r above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. REV 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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, plea /c/oo fi tact this office immediately. �[I ♦� r -) Imo10/ f WE • Date G1l Inspector REV 10/92 CER IFICATt OF CONFORMANCE IHE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, ttuctural G18 d• Laminated Timber, and that such manufacture has been at our plant in wiss ome, uK , which plant has a quality control system approved by the Inspection Bureau of the -AMERICAN INSTITUTE OF -TIMBER -CONSTRUCTION and inspected periodically by such Bureau. - . ' The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Joe NAME: Keller Lunber Sales for Stock \ a ca 17Ya JOB LOCATION: - Redding, CA �D a K,,- 6 ,2 22 J A GK 9; l I CUSTOMER'S ORDER IJO. P O 16748 DATE 12,44-87 MFGR'S ORDER NO. 3264-H 24F -V4, WP Glue, Ind. App., Load Wr2 SIGNATURE �Li4Zgr� GLCL�f COMPANY American Laminators, Inc. TITLE - OualitY CiOntrOl ADDRESS POB 7 Q 9, Swisshome, ORGATE 1_2-'22 87 AITC HEREBY CERTIFIES that the said company at its, said plantjs licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Colliptive Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality. control system .in effect at said plant is periodically inspcted and verified by the Inspection Bureau of . the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION; and` 6t, in the -judgment of AITC, said company is capable of complying with applicable manufacturing and testing• provisions of.said Standard in respect of products manufactured at'said plant. Conformance with the Standard, in respect Of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to' produce a product meeting; the said Standard and that its -plant is periodically inspected and.verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Cerlificafe Na 4 3 Cl 7 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REC��V�D •��� I Fa 1 B,R. SA1-E` ® 1983 AMERICAN INSTITUTE OF TIMaER CONSTRUCTION LOERKE INSULATION CO., INC. S'Pe7�� INSULATION CERTIFICATE 6272 Jackhill Dr. Oroville ----- --. _._.. Number andStreet --- -- ----� --- ---- ---- ------ - -- —.___ City ------ --- ---.. - _ Couty S-04yi-sion_ Lot -N umber . DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts grand Name Johns Manville Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .659 Jb. Minimum Thickness 16.25" inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material FibeWlass Batts Brand Name _ Johns Manville Thickness (inches) .6.5° Thermal Resistance (R -Value) R19 4. RAISED FLOOR Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6.5,. Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the lCertificate of compliance, where applicable. C.L.#499150 e.4t g�� a., LOERKE INSULATION CO., INC. Item #s btgnature, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Installing Subcontractor (Co. Name Or General Contractor (Co. Name) Or Owner CERYIOF 01 'P TIMge ? o A ITpp C �UIE ONFORMANCE /HE UNDERSIGNED MA NUFA C TUBER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: JOB LOCATION: CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the more restrictive provisions o f P.S. 56-73. r SIGNATURE �`�% COMPANY Riddle Laminators TITLE Quality Control ADDRESS Riddle, OR DATE 5/20/87 AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that; in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RECEWS0 MAY ?.1°�� SALES Kt:1 i cn I BR. © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 4 „ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541©�, PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 10 ASSESSOR PARCEL NUMBER 069-300-031 ZONING BUILDINGPERMIT OWNER MAYNARD SPEKAT TELEPHONE SO. FT. OCC. BUILDING VALUATION O OWNER'S MAILING ADDRESS 1048 U23 056.00 CONTRACTOR'S NAME BETTER BUILDERS 7589.2574 224.00 CONTRACTORS MAILING ADDREn63 ROYAL OAKS DR., OROVILLE 95966 CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 145-554.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 800.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 520.33 BUILDING ADDRESS 6271 JACK HILL DR., OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1363.83 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 111 7.00 77.00 USEOFSTRUCTURE SF)OX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each gas water heater or vent 15.00 1 5_00 TYPE OF WORK New §PX Addition ❑ Remodel ❑ Ubhes ❑ Installation ❑ Other ❑ Describe Work: NFW 4TNf;T F FAMTT.Y T)WRT.T.TNC; Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 W Mobile Home S G @20.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 600V OR Main Service 20.AOR. 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, Vnd my license is in full force and effect. License Class 7 Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200AWEE TO tOooA 46.00 NEW CONST. DWELLINGOCCUP. �O OR ADDNS. ( & ACC. ODS. 3.5Q �.113 0 RIDT' MULTI. OUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIS. 2u Q 100 Ex. Occup. OUTLET OR FIXTURES BAL Q .50 Ex. Occup. ourLEEDrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 156.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 15 QQ Cooling Hood 6.50 6.50 Ventilation PERMIT FEE $ 75.00 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.) ❑ 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 Date - 2 .S 00 _ Si ture of Applicant - E3 Owner C3 Contractor RAgent n OSHA ofis required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 1797.83 HAZ. D. F IMP / F100D CDF PAR Po HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/Jr Resolutions to do work Indic a above for whi es vie been paid. By ate PERMIT XPIRES N Date Receipt No. 1 302182 / $1749.15// WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN O -APPL ANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County, Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. Rev. 12/96)' APPLICATION AND PERMIT - 010- /%f'2. ' /SSESSORPARCELNUMBER of, /�%.- ( a0- 2ON1Ne BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALU TION I{! OWNERS MAILING ADCIRIfSS COM R'S - V�^ TELEPHONE ' CONTRACTORS MAID ADORES Ic� - C)mvL. !MLA �, o CONSTRUCTION LENDER Fireplace O LENDER'S I A UNG ADDRESS Total Valuation $ - ARCHITECT ORENGINEER Ip LICENSE NO. FilingFee 20.00 Permit Fee f9 oo Tj o $ ARCHITECT OR ENGINEERS MAJUNG ADDRESS Plan Checking Fee ,33 $ BUILDING ADDRESS , Energy Plan Checking Fee $ , 63 PERMIT FEE $ LOT NO. Y SUBDIVISIONS NAME ARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 SF Duplex ❑ USEOFSTRUCTURE Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 IS' Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system t - 5 outlets 15.00 j �Q Builcli6g sewer 15.00 Mobile'Home I S I G I W @20.00 I PERMIT FEE $ 15r7 -6U ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.'A OR LESS 23.00 J3, A �l1/• ^, (\Jl7 v� 4 � 1 / / / ♦� • \ ' Co—By ReceiptNo. WHITE-O.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST.DWELLING OCCUP. SO OR ADDNS. ( a ncc. BLDs. 3.5¢FT. NEW ONST.MULTLOUTET NON•RESID. L @7.50 POWER APPARATUS & SINGLE OUTLET CIR 20 Q 1.00 EX. Occup. OUTLET OR FIXTURES SAL @ .yD Ex. Occup. oLITLETs RESID. EFIXED APP - A 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 4 o 5-00 PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE L FEE $ 1 , /S FEI FLOOD CDF p PC) HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. � I19� ! Date PERMIT EXPIRES ON at - O3' '/� 'L1!' .. _ ... ' , .. •- ♦ .. r r� \. • .-� , n Y \. 1'rf: " Vv � ♦ "Yr1•n.i1 ( ♦ . 1:�� • .t N ...r , r � COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: �- ` Proposed Buildin Use: � j cSP'— Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to perm' p essing and/or issuance: Date Received By 111. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- 113. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 1:15. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 0 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------" Afr,�," anufactured Home data and installation instructions including Tie Down Specifications ------------------- 0Feesof $ (moo -------------------------------- -------------------------------------------------- Impact fees as shown on the attached schedule. -- --------------------------------------- XON -------------- - --- ------------------- California Department of Forestry plan approvaUfces. - ---- , -- --------- W2. ----- ❑ 13. Flood elevation certificate. ----------------------------------• _V\0.V'0. Sanitation and plot plan approval "Af J>Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parce9l.-------------------- -- O1 Encroachment Permit for driveway_(construction approval prior to occupancy). -et- �� 020. Pre -inspection for Philo, E12 1. Contractor's license information. Workers' Compensation carrier an 023. Owner -Builder Verification (Gives 10 ❑ Letter of signature authorization. 5 Recorded copy of Agricultural Acl 6. Letter of intent on building use. - ; ❑27. Manufactured Home utility cleara ❑28. Existing violations and/or expired ❑29. ❑433 A, []Grant Deed, ❑ M.H. E130. Other: The information provide by the engineer, Michael Mooney, was not clear. Therefore, I was not able to review the following: 4. Foundation plan and details, including all retaining wall designs. 5. Gravity analysis for the masonry walls. 6. Lateral analysis. Glenn y 21-a� _ (Date) When you issue the y t, rocess as follows ❑ Mail to owner, Mail to co tractor. ® Telephone � �7 and hold for pickup at 1 C Q office. C1 Deliver with inspector. 5,1Y2-vc- T ri e ✓ e -)"I , 8/2 S/ 00 �. 7 Applic Date: 1 ' Z 2- Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Au ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered:tool] \_ .Plan Check List 2. Additional items required: on ac r esigner, owner, was advised of the above required data by ❑ phone, )R mail, ❑ Building Division counter, by Date: _91- (7- tip Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold inA Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 � ,� � SCHEDULE OF FEES DUE OWNER SQ��=—C'X/\ _ 1 Cc PROPOSED BUILDING USE V _61ZBUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 02 SCHOOL DISTRICT FEES (paid at District Office) �3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $lC�l Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 21�47. 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 A.P. #C&9 -30Q DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. - APPLICANT ar-L DATE 7— 2 -cc) Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) r PERMIT NO: 33-00 Lake Oroville Area Public Utility District 1960 Ehrin 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 23, 2000 Applicant: Keinhard & Josephine Spekat (Better Builders) PO Box 1014 (5263 Royal Oaks Dr) Applicant Address: Glendora, CA 91740 (Oroville, CA 95966) Applicant Phone No.: (626)96j-7964 (589-25.74) Property Location (s): 6271 Jack Hill Dr., Oroville, CA 95966 Kelly Ridge Estates Unit 4C,Lo.t 406 A. P. No. (s): 069-300-031-0 Fees due: All fees due. Application for service approved: FAKE PUBLIC Inspection(s) made and successful test(s) observed: Location: Date: M ,E AREA DISTRICT Lake Oroville Area Public Utility District release to close permit: Date: By: Q!2 - r CONNECTION PERMIT APPLICATION FOR SEWER CONNECTION AND SERVICE FROM LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT r �y .r r o x 1 `-- hereinafter referred to as "Applicant", being the property owner or owner's agent desiring sewer service, hereby requests Lake Oroville Area Public Utility District, hereinafter referred to as "District", to connect Applicant's sewage disposal line to District's sanitary sewer system and to provide sewerage service. Location of property: A. PA �P� ^ 3 Subdivision: Lot#: q0 Ya Block#: [' Property Annexed No. of E.D.U.'s this permit: ❑ Property Not Annexed — ❑ Property Annexation in Progress Multiplication'Factor: Kind of Service: Residential [ Residence of Owner [� Rental (single family) `Monthly Charges: � 0 . -Js Connection Fee: 00 ❑ Rental (duplex) ❑ Apartment SC -OR Facility Charge: C) on ❑ Industrial II o v ❑ Commercial Total Amount Payable This Permit: l 0 b 0 Site plan reviewed ❑ Jobsite reviewed 0 The service applied for hereby shall be in accordance with the conditions hereinafter set forth and the ordinances, rules, regulations and policies adopted, or to be adopted, by the Board.of Directors of District, all of which Applicant agrees to abide by and fully perform. Applicant agrees to pay for such service at rates and charges as are established by District from time to time. Signature of Applicant Nam df Owner if not Applicant 4Aa -3 a 06-t6 - R59 P oZo, I N 4 . °1 I � 40 Mailing Addr of Applicant Mailing Address of Owner Phone # of Applicant: P,—) B9— 25-� q Phone # of Owner: �2(0 - 9 63 J9.6 `t' CONDITIONS OF ACCEPTANCE OF SEWERAGE SERVICE 1. In accepting this application, District does not hold itself liable to Applicant for failure to perform any of the obligations imposed upon it or assumed by it under this application if such failure be caused by accident, Act of God, fire, strikes, riots, war, lack of capacity in SC -OR treatment/disposal plant or District's lines to handle the sewage or nay other cause beyond reasonable control of District. 2. Installation of the sewer service line pertinent to this application shall conform in all respects to District's specifications. 3. Applicant shall secure permit(s) as necessary from the County of Butte prior to doing any work, including encroachment permits when work is within county right of way. 4. Installation of the subject sewer line shall be at the sole cost and expense of Applicant. 5. Actual connection of the subject sewer service line to District's sewer mainline shall be AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 - IIII'�I III' lll' � II I I'II�I Il ((I�III 2000-0032473 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:33PM 21 -Aug -2000 REC FEE 7.00 Fay Page 1 of 1 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, includiLg, 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: Lo Y04 Date 8-'20-06 PROPERTY OWNERS: .....: 4. LE Josep�,.�.ry State of California County of 61.,,1y ) On k )l C 0 before me_ e'. o / 6- �3J'- '�/icoJ( //t personally appeared M! ' kaewn.tame (or proved to me on the basis of satbfacto evidence) to the rson hos ame ubscri instrument and acknowledged to me that hefe xecuted the same in -h & eir utho ' ca achy( hisph thei si nature(s on the instrument, th rson(s r the entity upon behalf of which th erson(s c instrument. WITNESS my hand and official seal. /1� LORINDA M. SPENCER Signatu /{�,Z�{/,l.l� Seal: 0COMM.l1258094 L7 ---'Z:7- — 06 - NOTARY PUBLICCALJFORMA BUTTE COUNTY J COMM. EXP. MARCH 10,1006 A. P. # ©Q/� � ( r 3 00 , 03/ to the within and that by executed the MICHAEL M OONEY 5AA1DRONEAvE. CIVIL ENGINEER ORovE,z.E, CA 95966 RCE 20647 (916) 533-2131 Butte County July 17, 2000 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Spekat/Better Builders I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a minimum design bearing load of 1000 to 1500 pounds per square foot dependent on my mood and or site conditions. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 0 f� 0 J I L f! r-- Building Department No. A.P. Number _300-0,3/� Jurisdiction: City ©County erty PropOwner / ► / J /Vii f �i .5 P£ KAT Property Location/Address 6ric? 7 ( _ —A C k 14, (C 6 91 (If Subdivision Lot No. Residential Development © .................................................................................................................... Sq. Footage pj No of Living Mobile Home Addition 'Supplemental to (Group R) Units Installation Conversion Permit # 4' A ,t foundation inspection)i t 1� r(No Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) ca Building Building Department Representative Date rians reviewed Dv scnooi uistnct District Identification No.� r School District certifies that? %%(r �Q• (Applicant) J (ed -7 (Street Address) (Phone Number) L % cf, & (City) (State) (Zip Code) has complied with the requirements of Resolution No. / -OQ -Os- by payment of $ AIV Z/ /�,s square representing ��;0 r sre feet. ) T # �e , �. School District Representative Paid by Check # Remarks: AB 2926 $ FULL MITIGATION .l $" Date 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 660201x), 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 110/98)dmm 6 E RESIDENTIAL PLAN REVIEW GUIDE SINGLEFAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: S e-� Building Permit Number: 00— Plans d—Plans Examiner: A. P. Number. 061,300-03( GENERAL: ,4 .' Zoning requirements – (number of permitted living units). Building permit valuation. ,<r Plans signed by the designer. Proper description of work on the application. �! Existing violations on the property. . .6� Recorded notice of violation. PLOT PLAN: X Complete parcel size and dimensions. ,2' Setbacks, side yard, easements, etc. X Other buildings or structures. X. Grading, fills and/or drainage. A" Flood hazard. :61" --Special conditions on Parcel Map (Noise,ire Sprinklers, Water Tender, Traffic and Drainage fees). lY FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). - ' Egress windows (Uniform Building Code #section 310.4). Skylights (Uniform Building Code section 2409 &2603.7). Glazing in Hazardous locations VAiform Building Code.section 2406).., X Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and,exterior.receptacles (NEC 210). X Prohibited locations.of gas water heaters (Ugniform.Plumbing Code 509& 1213.5). -� Prohibited locations of gas heating.equipmenty(UniformRMechanical Code 304.5). ;R' Garage firewall separation -rewired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3)_ 9 _ •� r� :{' �:'��.+�33. Ff"i�ft�:i5• `, 1_ Y Wood stove location -Alcove clearance (UMC section 205 confined space & 223 unconfined space). A. Smoke detectors (Uniform Building Code section 310.9.1). 0. Water closet clearances (Uniform Plumbing Code 408.5). 1. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 STRUCTURAL DETAILS: 0 _Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4)5. 4!0. _Siandard bracing or engineered design (Uniform Building Code section 2320.11.3).: .3� Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Q Foundation plan complete enough to construct building. V Floor construction details complete enough to construct building.. F F L( ¢- r F' Elevations and wall construction details complete enough to construct building. ,2`7 Roof construction details complete enough to construct building. 4, Rafter ties or bearing ridge beam. 16ireplace construction details and calculations if necessary. , f Garage door header size(s). 0. Porch header size(s). Stud heights. 14' Expansive soil - special foundation design required. 6) Retaining walls requiring design. J,K. Special Inspection requirements. Header sizes. 1,8" Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Y Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). eT _Guardrails (Uniform Building Code section 509). .-3-,Brick or stone veneer (Uniform Building Code section 1403). 'Exterior plaster - weep screeds (Uniform Building Code section 2506.5). ff/ Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). f• Roof covering type - (fire hazard). �1 Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). ,9' Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Xlr' Attic access and ventilation (Uniform Building Code section 1505). JZ. Combustion air for fuel burning appliances - LPG requirements. J3. Sound requirements. WEnergy design compliance and supporting documentation. 1< Flashing at all exterior openings. 14. CDF responsible area requirements. 1,7' Buiging Permit requirements: 1. SRA. 12."2'. Flood elevation certificate. 10. Fire Sprinklers required. 17/x. Special Inspection requirements. 11 Use Permit conditions. 1_7/6. Sub -Standard Housing letter. Page 2 of 2 ZA August 16, 2000 Better Builders 5263 Royal Oaks Drive Oroville, CA. 95966 0 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Maynard Spekat Assessor Parcel Number: 069-300-031 Building Permit Number: 00-1742 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: /`P- rovide clarification about the foundation support for floor trusses FF5 & FF4 at the tairway. Plan review will continue upon receipt of the above items. Additional comments may be generated from your response above where plan documents were incomplete, inconsistent, or not adequate to depict code compliance. 3. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addresses in separate correspondence. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $48.68. 2. Complete and return the Butte County School Impact fee certification form. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Complete Contractors license and insurance declarations on building permit. 1 of 2 0 • 6. Provide a letter of signature authorization for your agent who signed the application. 7. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any requirements in' PART - I, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. The attached checklist must accompany corrected items. Sincerely, Glenn Gibbons Plans Examiner 2 of 2 B , - RESIDENTIAL 069-30-0-031 92-3161B WACHEL, James 6271 Jack Hill Dr,.oroville contr: Better Builders retaining wall !d '"�--( 7— p r sscli is - d .SLOJx _E.i/.-T �r�p��,c Of arty-�. �OwK TSO.... L✓a � � r. a v' A& Vie,— JOB FINALED (Date) Signature i i ,J OK O = Not OK Not = 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/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 . ectric, Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------------ ------------------- 19. Shower Pan; Test. First Floor -Tub Access -------20.--Test---Tub & Shower. Second Floor -Tub Access ------------------- ---------------- 21. Gas Pipe: Size & Anchors Date- ------------ Card -B- 1---------- Date ----------- Card -B- 1 ------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's 22. Fixture & Transformer Clearance -Ins. Protection - - -------------- ---------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ----------- -------------------------------------------- ----------- 24. Size Boxes & No. of Conductors -Stapled --------- ----------------------------- -- --------------------- ---- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------ ---------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water -------------------------------------------------- --------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------ -------------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At -------------------------------------------- ---- ----------------------------- 29. ------------- -- -- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0- Yes ' ❑ No ----------- ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect -------------------------------------------------- ------------------------------- 31. Equip. Clearances Panels -Motors -Meeh. Equip. ----------- -------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----------- - ------------------------------------------- ----- -- ------------- 33. Smoke Detector ---------------------- ---------------------------------------- ---------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ------------------------------------------------------ 35. Vent Fan: Exhaust above insulation ------------- --- --- -- --- ------------------------- ---- - - ---- ---- 36. Condensate Drain & Overflow: Size & Grade -------------------- ----- ---- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------ --------------------------------------------------------- ------- 38 Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ------------------------------------------ ------- ------------------------------- Date---------- Card B -t Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. S Is. Proper Material & Anchors ------- -------------- ----------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --------------------------------------- ------------------------ 42. Draft Stop in Walls (rat proof) --------- --------------------------------------------------------------- 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub --------- ---------------------------------------------------- 44. Headers & Beam -Size & Bearing 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------59.--Insulation-Walls-Ceilings ------------- -- 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings ___________ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------------------------- - 64. Bedroom Exiting ---------------------------- --- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- ------------ ----------- ________ 67. Stairs & Rails 68. Fireplace or Stove Clearances -Hearth -------------- - --------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------...------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -------------------------- ----- - -71.--Elec.-Outlets & Receptacles at Kit. Counter 72. Garage Fire Door Swing -Landing -Closer 73. A.C._Duct in -Garage -Damper 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ------------------------------------- - 75. Plb.. Elec. & Mech._Equip. Listed for Location 76 Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------- ---- 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------- -------------- 78. -Guard -Rails Rails & Deck--- Construction -Post Caps ------------------------ - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -------------------------- - -------------- - - 81-. - ------------------81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------------------------------- ------ 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing - - ------------------- --- -- -- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ----------- - . -- -------------- 86. -- ----------86. Ventilation Throughout House .. - . ........... ------------------------------------------- 87. Glass Protection --- ----------------------------- 88. Corrections from Previous Inspections - - - - -------- 89. Gas Test -Meters Tagged; Gas -Electric --------------------------------------- - ---------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------------------------------- -- ------ 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: J=OK O=Not OK = Not Applicable ' RESIDENTIAL (Single & Duplex) = Not Ready ;r - Date UN FLOOR (Pla ) OK except ft's Date FRAMING (Continded) ing-Setb s -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors Ftg., Main; Soils -Flet. Grnd.-/ /" Ftg. D th 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size &Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. .Bdrm. Windows or Exiting Doors -Sill Hgt. &Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped --------- - ------ 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors _ _ 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped _ 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel _____ _ 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall-Fitting-Test--Test-2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test ------------------ --- 55. Siding -Nailing Veneer56. 11. Water Pipe; Test -Anchor -Regulator -Service Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -- 2 EI --------------------- 1 . ectric, Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except h's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------------ ------------------- 19. Shower Pan; Test. First Floor -Tub Access -------20.--Test---Tub & Shower. Second Floor -Tub Access ------------------- ---------------- 21. Gas Pipe: Size & Anchors Date- ------------ Card -B- 1---------- Date ----------- Card -B- 1 ------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's 22. Fixture & Transformer Clearance -Ins. Protection - - -------------- ---------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ----------- -------------------------------------------- ----------- 24. Size Boxes & No. of Conductors -Stapled --------- ----------------------------- -- --------------------- ---- 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------ ---------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water -------------------------------------------------- --------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------ -------------------------------------------------------- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At -------------------------------------------- ---- ----------------------------- 29. ------------- -- -- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0- Yes ' ❑ No ----------- ------------------------------------------------ 30. Service -Riser Conductors & Ground -Main Disconnect -------------------------------------------------- ------------------------------- 31. Equip. Clearances Panels -Motors -Meeh. Equip. ----------- -------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ----------- - ------------------------------------------- ----- -- ------------- 33. Smoke Detector ---------------------- ---------------------------------------- ---------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 34. A.C. Ducts Insulation & Support ------------------------------------------------------ 35. Vent Fan: Exhaust above insulation ------------- --- --- -- --- ------------------------- ---- - - ---- ---- 36. Condensate Drain & Overflow: Size & Grade -------------------- ----- ---- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------ --------------------------------------------------------- ------- 38 Attic Access & Platform if Furnance in Attic ---------------------------------------------------------------------------------- ------------------------------------------ ------- ------------------------------- Date---------- Card B -t Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. S Is. Proper Material & Anchors ------- -------------- ----------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --------------------------------------- ------------------------ 42. Draft Stop in Walls (rat proof) --------- --------------------------------------------------------------- 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub --------- ---------------------------------------------------- 44. Headers & Beam -Size & Bearing 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts ------------59.--Insulation-Walls-Ceilings ------------- -- 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date _ Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings ___________ 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------------------------- - 64. Bedroom Exiting ---------------------------- --- 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- ------------ ----------- ________ 67. Stairs & Rails 68. Fireplace or Stove Clearances -Hearth -------------- - --------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ------...------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance -------------------------- ----- - -71.--Elec.-Outlets & Receptacles at Kit. Counter 72. Garage Fire Door Swing -Landing -Closer 73. A.C._Duct in -Garage -Damper 74. Wtr. Htr_Vents-Clearance-Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ------------------------------------- - 75. Plb.. Elec. & Mech._Equip. Listed for Location 76 Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------- ---- 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------------------- -------------- 78. -Guard -Rails Rails & Deck--- Construction -Post Caps ------------------------ - 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -------------------------- - -------------- - - 81-. - ------------------81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ----------------------------------------- ------ 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing - - ------------------- --- -- -- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ----------- - . -- -------------- 86. -- ----------86. Ventilation Throughout House .. - . ........... ------------------------------------------- 87. Glass Protection --- ----------------------------- 88. Corrections from Previous Inspections - - - - -------- 89. Gas Test -Meters Tagged; Gas -Electric --------------------------------------- - ---------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------------------------------- -- ------ Date Card B-1 Date Card B-1 ------------------------------------------------ --- -- Date Card B-1 Date Card B-1 ------------------- ------------------------ Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 9Z ✓0G 6/% A ASSESSOR PARCEL NUMBER 069-300-031 ZONING RT 1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION EST EST @ 60 6,097 OWNER'S MAILING ADDRESS DRIVE6267 TACKHTT.L ROVILLE 95966 CONTRACTOR'S NAME TELEPHONE 589-2547 CONTRACTOR'S MAILING ADDRESS 9261 ROYAL OAKS DRIVE ROVILLE 95966 S8F as7y Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ , LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 75.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 37.50 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS JACY14TT.T. DRIVE OVILLE 95966 Permit tee $ 127.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 406 SUBDIVISION NAME ____rPARCEL MAP l0(0 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other RETATN WALL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New❑ Addition❑ Remodel❑ Utilities❑ Installation Ci Other ❑ Describe work: RETAIN WALL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ��am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Imy license is in full rce and effect. License No. Classification Fl as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. . Business and Professions Code for this reason Main service 200A To 1000A) 37.50 NEW CONST. ( DWELLING OCCUP.�\ OR ADDNS. ACC. BLDGS. lI 3.60 sq.ft. NEW- CONSTR ULT' -OUTLET NON-RES'D BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET SIR. &) Ex. Occup(ouT LETS OR FIXTURES 7644 200 4F;44 FIXED Ex. OCCUp. OUTLETS (PRESID .)OR EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T ermit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgme s, costs, and expenses which may in any way accrue against s County ' uence of the granting of this permit. 77 X Date 0L signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 127.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD Iss � This permit is hereby issued under the applicable provi- � sions of the Bu C n Code an d/or resolutions to do work indi e f which fees have been paid. ° O OF PUBLIC WORKS By Date/0-5-9 PERMIT XPI • S Date � ^ $"--�j�_ Receipt No. 123091 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE PARTMENT OF PUBLIC WO - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 9596, - T . EPHONE (916) 538-75410 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use C-11/6 A. P o. 6�16 3 o o Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans. . Engineered 3/4 A!b?FLT L' �-G 4. plans and calcs, sets, with wet signature on plans. o 5. Hazardous Material Form . ............................. L"4f-.. 4P 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . ......:...................... . 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flo9d),�by�rnia Engineer. ........ . oe(//�rII 14. Sanitation and plot plan approval Health Department. ....1/A... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage ............. 19. Driveway permit (construction approval required prior to occupancy). ..... . 20. Pre -Inspection request Pre -inspection for required. .. to Building inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner_) ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When yo ' sue the,permit, rode s as follows: M�a,�( to au�ner.. Mail to contractor. ��._id CJ elephone hold for pickup at CJ%L office. D, liver with inspector. Other Parcel Creation Acreage Applicant e Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. Additional items required: U Sd,(_ �ry ; ?" 4_v di Sf. 1 ftfb Sh`�c*/; �- 7' Contractor, designer, owner, was dvised of above required data by _ phone _ mail Counter by Date _ Contractor, designer, owner, was advised of above required data by _ phone _ mai by _ Date Plans checked by Date Plans approved by MDate Sets of plans on hold in File cabinet AP folder Copy - Department of Public Worksf-/y-gam 1£�� ,6 <« T c,- ,/- or z- W OUNTY OF BUTTE-.-.., DE R ENT OF PUBLIC WORKSi 1469 mb t Road, Chico, CA - (9-16) 891-2751 7 Coun Cen r Drive, Oroville, CA - (916)'538-7541` 747 Ott ad, Paradise, CA - (916) 872-6307 CO RECTION NOTICE ,. 160 PERMT NO- A routine inspection indicates that the following violations of Butte Co U40rdnan esstat the above address and should be corrected. Please notify this office when correction of wmlt is completed. If you have any questions pertaining to this matter, or need addf6onalexphoutiaq6 Vaasa contact this office immediately. t= w r� Dat% � _ �� Inspector REV 11/81 30 d:5 A, a 'NOTE:—All Materials & Workmanship Shall Be in Accordangp With Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and 'the National Electrical Code. P I LL LOT 406 UNIT 4C This set of plans and SPPPi . fications MUST be kept on the job at all times and it is unlawful to make-any-ch',ai-Iges or 416'ritiOns on same vothout written Permission from.e -th [),apartment of Public County of Butte. 14) r? 23.6 COMMON L 46. 9X r 2 q WA 4 J%.M 9-C (J N'M Location of structures & equipment shall be as shown & clear of all easements. ry 4�' s s =a-v-(3ACW < -r-SAC-.K< 6 - 14 - 7B 0 Z -r-SAC-.K< 6 - 14 - 7B 0 S T R U C T U R A L CALCULATIONS F 0 R CONCRETE MASONRY CANTILEVER PROPERTY LINE RETAINING WALLS BETTER BUILDERS CONSTRUCTION L` 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 v CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC SIGNED ;��— e/' DATE FRANK Lo TYUKOS, F L T ENGINEERING 5790 i_ L_AF'k; ROAD PARADISE, i=:A 95969 (916'.) 872—i �' 54 • 1. r FLT ENGINEERING SUBJECT: CMU CANTILEVER RETAINING WALLS 5790 CLARK ROAD PARADISE, CA BY: FLT DATE: 7/92 JOB NO.: 2118 PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 20 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESIGN CRTTEF:IA: ---------------- FREE STANDING CONCRETE MASONRY PROPERTY LINE RETAINING WALLS WITH LEVEL_ BACKFILL. CODE 1991 UBC-: SUPERIMPOSED LOADS: NONE CALCIS :' S PROVIDED FOR: A. 41-0" HIGH WALL - SHEETS 2 & 3 B. 51-4" HIGH WALL - SHEETS 4 & 5 C. 6'-8" HIGH WALL - SHEETS 6, 7 & 8 D. 8'-0" HIGH WALL . - SHEETS 9, 10 & 11 E. 9'-4" HIGH WALL - SHEETS 12, 18, & 14 F. 11'-4" HIGH WALL - SHEETS 15, 16, & 17 CONSTRUCTION DETAILS = SHEETS 18, 19, &.20 MATERIALS: CONCRETE - ULTIMATE C0MPRESS. STRENGTH - f 9 = 2000 PSI C 28 DAYS, CMU - ULTIMATE COMPRESSIVE STRENGTH - frm = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED, REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE - 150 PSF, ALLOWABLE LATERAL BRG . PRESSURE - 200 PSF , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. 118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL_ ------------------------------------------ WALL DESIGN: ------------ ALL C=ALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF"): SURCHARGE (PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE i_OMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI) : SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): ,AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'd'(IN! SIZE & SPA (IN) ------------------------------------------------ 0.024 024 5.35 #4 @ 101.9 MIN. VERTICAL REINF. - .1' % (IN^ ): MIN. HORIZONTAL REINF. - .08 % (IN� 2) : DESIGN REINF. - VERTIC:AL: #4 @ 16 - HORIZONTAL: #4 C 3' EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: i=OEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - /k: j: ACTUAL i_OMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES C WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET 2 OF ZD LEVEL 30 0 40 ,iii 150o NO 250.00 0 0 0 4 n.33 V :J 7.6 7.6 135 84 0.17 0.18 0.109 0.073 0.0023 25.8 0.292 ;_9 0.903 7.587 48.94 < 250.00 3.06 < 20.00 0.2o 0 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. . 2118 PARADISE, CA DATE : 7/1992 (916) 872"0254 CALCIS BY : FLT FOOTING DESIGN: ----------------- SHEET & OF ZD DENSITY OF SOIL (PCF): loo DENSITY OF C :ONCERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 150 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 FOOTING DEPTH c: INCHES) : 'D FOOTING WIDTH — HEEL :INCHES): 8 — TOE (INCHES): 8 FOOTING KEY — WIDTH C I NC:HES) : c_! FOOTING KEY — DEPTH (INCHES): c i — BACK TO BACK OF FOOTING C I NC:HES) : o TOTAL WIDTH OF FOOTING CINi=HES):4 OVERTURNING FORCE — Fo (KIP): OVERTURNING MOMENT — Mo (FT—KIP): TOTAL RESISTING WEIGHT — W (KIP): RESISTING MOMENT — Mr (FT—KIP): OVERTURNING RATIO — SF NET MOMENT — Mn (FT—KIP): ECCENTRICITY — e (FEET): ECCENTRIC MOMENT — Me (FT—KIP): FOOTING AREA — Af (FT' ): SECTION MODULUS — S (FT"3) : SOIL PRESSURES — DL ONLY — SPt (PSF) — SPF (PSF) : SLIDING -RESISTING FORCE — Fr (KIP) . FOOTING — TOE: EARTH PRESSURE @ TOE — Fv (KIP): MAX. MOMENT @ TOE — Mt (FT—KIP): AREA REINF. C IN�' ) 9 d 9 (IN) SIZE & SPA (IN) -------------------------------------------------- 0.026 5.75 ##4 @ 94 DESIGN TOE REINF.: #4 @ 16 0.25 0.34 0.91 I. 10 3.4 0,76 0.17 0.15 . 00 , 0.67 682.44 < 1500 8. 46 > 0 0.38 > 0.25 X 1.5 = 0.37 i!.49 0.22 R PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/1992 CALC9S BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY `LOAD - DEAD LOAD (KIP) : - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN'''2) 'd9(IN) SIZE & SFA (INY ------------------------------------------------ 0.065 5.35 #4 @ 36.9 MIN. VERTICAL REINF. - .12 % (IN"2 : MIN. HORIZONTAL REINF. - .08 % (IN�2): DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 32 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: : ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/ k: j : ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA ('31 E) 872-0254 254 SHEET to OF Zv LEVEL_ 'iii 40 000 1500 NO 50. Oo 0 0 5. 33 r . r.3 4.67 7.6 7.6 135 84 0.33 0.51 0. 109 0.073 0.0023 25.8 0.292 0,'3[)3 7.587 134.99 < 250.00 8.44 < 20.00 0.54 go PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET -- OF 060 DENSITY OF SOIL (PCF): 100 DENSITY OF i :ONS :ERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 150 ALLOW. LATERAL_ BEARING PRESSURE (PSF) : 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 1' FOOTING WIDTH - HEEL (INC=HES): 18 - TOE (INi=HES): 8 FOOTING KEY - WIDTH ( INCHES): FOOTING KEY - DEPTH (INC=HES): 0 - BAS=K TO BACK OF FOOTING ( I Ni :HES) : o TOTAL WIDTH OF FOOTING (INC=HES): 34 OVERTURNING FORCE - Fes, (KIP) : OVERTURNING MOMENT - Mo (FT -KIP) : TOTAL RESISTING WEIGHT - W (KIP) : RESISTINim MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP) : FOOTING AREA - A f (FT' 2) : SECTION MODULUS —S (FT`'3) : SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP) : FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPq_ (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN'' 2) 9 d' (IN) SIZE & SPA (IN) ------------------------------------------------ 0.016 9.75 #4 @ 146.3 DESIGN HEEL RE I NF .: #4 @ 32 0.48 0.91 1.83 2.89 3.17 1.98 0.34 0.62 2.83 1.34 1108.70 < 1500 185.15 > 0 0.74 > 0.48 431.85 0.00 543.6 0.23 X 1.5 = 0.72 FLT ENGINEERING ' PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, CA DATE : 7/1992 (916) 872-0254 CALCIS BY : FLT SHEET a' OFIA SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ------------------------------ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD.- DEAD LOAD (KIP): 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 6.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6 THICKNESS OF WALL - TOP (INCHES): 7.6 ' - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 . MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.138 5.35 #4 @ 17.4 MIN. VERTICAL REINF. - .12 % (IN -2;: 0.109 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.073 DESIGN REINF. - VERTICAL: #4 @ 8 u)E- - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p: 0.0047" MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.385 ACTUAL RATIO OF DISTANCE - j: 0.87:� COEFFICIENT - 2/kj: 5.960 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 224.90 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 9.26 < 20.00 COMBINED STRESSES @ WALL: 0.90 t - loo DENSITY OF i_ONCERTE (PCF): 150 OVERTURNING RATIO - MIN: FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 2.5 5790 CLARK ROAD JOB NO. 118 ALLOW. LATERAL BEATING PRESSURE (PSF): FARADISE, CA DATE : 7/1992 0.05 ( 916) 872-0254 CALCIS BY : FLT FOOTING WIDTH - HEEL (INCHES); SHEET ) OF Zf% HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33 FOOTINi KEY - WIDTH (INCHES): HEIGHT FROM TOP OF THE SOIL - Hr's (FEET)-. 4.67 0 THICKNESS OF WALL - BOTTOM'S (INCHES): 7.E TOTAL WIDTH OF FOOTING (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): 105 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.00 MOMENT i Hw :=' - Mw' (FT -KIP): 0.51 AREA REINF. C IN''''S) 9 d l ( IN) SIZE & SPA (IN) --------------------- -_----------------- ---------- U. o65 5.05 #4 @ 36.9 DESIGN REINF.-- VERTICAL: #4 G 16 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): loo DENSITY OF i_ONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEATING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.05 FOOTING DEPTH (INCHES): 1' FOOTING WIDTH - HEEL (INCHES); 28 - TOE (INCHES): 8• FOOTINi KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): o TOTAL WIDTH OF FOOTING (INCHES): 44 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): FESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT` 2) : SECTION MODULUS - S (FT"0) : SOIL PRESSURES - DL ONLY - SPt CPSF'): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 0.74 1.7'2 2.91 5.72 3.33 4.Oo 0.46 1.34 .67 4 1390.41 < 1500 197.74 :> 0 1.12 > 0.74 X 1.5 = 1.10 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.05 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.45 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------- ___________________ � 0.035 8.75 #4 @ 68.2 DESIGN TOE RE FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): 552.26 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 813.18 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.66 AREA REINF. (IN^2) ------------------------------------------------- 'd'(IN) ISIZE & SPA (IN) 0.046 9.75 #4 @ 52.2 DESIGN HEEL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 �� SHEET ~ OF 169 • ; i PROJECT JOB NO. DATE : BETTER BUILDERS CONSTRUCTION . 2118 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL- i_ALI=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE ( PSF) : YIELD STRENGTH OF REINF. — Fy (KSI) ULTIMATE COMPRESSIVE -STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Fm (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE .WEIGHT OF WALL (P'SF) : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—F*: I P) : AREA REINF. (IN'2) 'd9 (IN) • SIZE & SPA (IN) -------------------------------------------------------- 0.145 9.29 ##5 @ 25.7 MIN. VERTICAL REINF. — .12 % (IN"2 : MIN. HORIZONTAL REINF. — .08 % (IN�2) : DESIGN REINF. — VERTICALf #5 C 16 — HORIZONTAL: #5 @ 32 EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFIi=IENT — k: ACTUAL RATIO OF DISTANCE COEFFICIENT — /k: j: ACTUAL COMPRESSIVE STRESS OF CMU — fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — fs (KSI): COMBINED STRESSES" @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 9 OF ZD LEVEL o 0 40 00c i 15i 0 NO ti o 8 7. 3J 7.6 11.6 .445--- 135 135 1^JJ^ 0.81 1.97 0. 167 0.111 0.0021 25.8 0. 279 0.907 7.'15 180.69 < 250.00 12.06 < 20.Oci 0.72 10. ^ PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: FOOTING DESIGN: ' --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH (lNCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): ' FOOTING KEY - DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO -.SF ' NET MOMENT - Mn (FT -KIP): � ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET V OF ZZ9 6 5.33 7.6 135 84 84 0.43 0.76 100 150 1.5 2.5 1500 200 0.35 12 32 12 0 0 0 56 1.04 2.89 4.15 10.72 3.71 7.83 0.45 1.86 4.67 3.63 1401.25 < 1500 377.44 > 0 1.55 > 1.04 X 1.5 = 1.56 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, CA DATE : 7/1992 (916) 872-0254 CALCIS BY : FLT SHEET h' OF 100 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.49 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.90 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0.070 8.69 #5 @ 52.9 ' DESIGN TOE FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): 505.56 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 621.60 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.97 AREA REINF. ------------------------------------------------- (IN^2) 'dl(IN) SIZE & SPA (IN) 0.06e 9.69 #5 @ 54.7 DESIGN HEEL RE V PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIOv SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD -,DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEETA OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ______________________________ 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - - HORIZONTAL: #o @ 32 EFFECTIVE RATIO OF REINF. - p: � MODULAR RATIO - n: COEFFICIENT -.k: . ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 40 2000 1500 NO 250.00 0 0 9.33 8.67 7.6 11.6 _*�--- 135 133 1.13 3.26 0.167 0.111 0.0042 25.8 0.369 0.877 6.187 233.72 < 250.00 10.32 < 20.00 0.93 e PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET At OF 0010 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 THINNESS OF WALL - BnTTOM2 (INCHES): 0.35 7.6 GROUTED SOLID SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): (INCHES): 0 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): OVERTURNING FORCE - Fo (KIP): 0.76 AREA REINF. (IN^2) OVERTURNING MOMENT - Mo (FT -KIP): 'd'(IN) SIZE & SPA (IN) 6.79 --------------------------------------------------- 0.097 23.39 5.35 #4 @ 24.8 DESIGN REINF. - VE FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 54 TOE (INCHES): 12 FOOTING KEY - WIDTH FOOTING KEY - DEPTH - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 1.40 ^ | OVERTURNING MOMENT - Mo (FT -KIP): 4.52 TOTAL RESISTING WEIGHT - W (KIP): 6.79 RESISTING MOMENT - Mr (FT -KIP): 23.39 OVERTURNING RATIO - SF 5.17 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT03): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 18.87 0.47 3.19 6.50 7.04 1496.94 < 1500 591.65 > 0 2.48 > 1.40 X 1.5 = 2.10 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 ' PARADISE, CA DATE : 7/1992 (916) 872-0254 ` CALCIS BY : FLT SHEET 41 OF 2-0 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.65 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.98 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.077 8.69 #5 @ 48.2 ` DESIGN TOE RE 5 @ 8 FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLFI: PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) 'd'(IN) _____________________________-__________________ SIZE & SPA (IN) 0.137 9.69 #5 @ 27.1 DESIGN HEEL RE INF.: #5 @ 16'k 425.35 0.00 649.95 1.95 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2118 DATE : 7/199 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ALL i_-'AL:=ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE RETE (PSI) : ULTIMATE i_OMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPEC=TION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (F'SI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr(FEET): THICKNESS OF WALL - TOE' (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN�2) 9 d' ( IN) SIZE & SPA (IN) --------------------------------------------------------- U.J1i 13.29 ##5 @ 11.9 MIN. VERTIi=AL REINF. - .12 % (IN'''2) : MIN. HORIZONTAL REINF. - .08 % (IN�'2) : DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 @4 EFFECTIVE RATIO OF REINF. - p: MODULAR FIATIO - n: COEFFICIENT - k: : ACTUAL RATIO OF DISTANCE - j: COEFFICIENT -- / k:.j : ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /r OF Zd LEVEL J(: i� 4o iii 150o NO ,_50. Oo i� 0 11 ^^ 10.67 7.6 15.6 135 1^^ 1.71 6.07 0.225 0.150 0. 0029 25.8 0.32o 0 0.893 7.000 240.82 < 250.00 0.96 ' PROJECT JOB NO. DATE : BETTER BUILDERS CONSTRUCTION : 2118 : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT ' Hw2 - Mw2 (FT -KIP): ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ---------------------------------------- 0.330 5.29 #5 @ 11.3 DESIGN REINF. - VER HEIGHT FROM TOP OF THE WALL - H3 (FEET): HEIGHT FROM TOP OF THE SOIL-- Hr3 (FEET): THICKNESS OF WALL - BOTTOM3 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw3 (KIP): MOMENT @ Hw3 - Mw3 (FT -KIP): AREA REINF. (IN^2) ________________________________________________ 'dl(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 8.67 8 135 84 0.96 2.56 6 5.33 7.6 135 84 0.43 0.76 100 150 1.5 2.5 1500 200 0.35 SHEET /57 OF Aw - PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALC'S BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 68 - TOE (INCHES): 18 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 102 U OVERTURNING FORCE - Fo (KIP): 2.04 OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE 7.95 10.04 46.78 5.89 38.83 0.38 3.83 8.50 12.04 1498.42 < 1500 863.07 > 0 3.61 > 2.04 X 1.5 = 3.06 EARTH PRESSURE @ TOE - Fv (KIP): 2.39 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.02 ' AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------ __________________ 0.159 . 8.69 #5 @ 23.4 DESIGN TOE R � FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.226 9.69 #5 @ 16.4 DESIGN HEEL 353.93 0.00 436.03 3.21 4Y.. "/77 CATc._ /..9Z. SUBJEGT._� �..._ _. SHEETNO.._../g.... OF... =HKC. eY .................... DATE ....._............ R4FT,Q/it// /GS�AG.C...DFT�f! .... R JOB NQ..._..._._�IIB.... _.... _..... SeTTeX-. B �¢ cs '32 0. �. TYP. 4 _/6 a. c. {leW7-.r TYP. _i SEE NOTA #¢ C'0AIT "+r�Y�l .3 IC- FAQ' PRnPFRT y L/NE wAlelTe OCCU,PS Q�pf ESS/ pvgi L: T yUy F,Lc rrm CD aWc �. No. P/m/Sf1 GRi1DE — G e ✓EG 4 e, /6o.c. W-41-4. A, eB. /2- #¢ CONT. c a. ,3- ¢ N CONT GDNC, ATG. f -1), CA I/T/G 451/el(?f10 1e5TA/N11V6 : MAZ G S NTS. NOTE'S ; /, /1ATE.e/AL f / CRlrerc .q PEie SHEGcT /. 2. A44 CSG L S' SIA41-1- 8E OIC0617-4F-0 J. 4,410',41- L ¢O B.4R D1,4. OR 20 ~iNi V, '}. / ",Of N.FFP HOG F.S O,P 2 aA�FP h/FFP SCOTS C 6 L O "o. c . IF LU MaDHEENUH2 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 . :. aBY,.......)ffl—.L....- ...... .CArc....7... G... SUBJECTACrllU..:..CA.... r�GE_yE.� .t glic'ETNO..../ .....OF...G. ..... 1v.... _.. _. _......._... _......:......... . CHK.^..2Y.... ................. DATE ................ RTq%:c/%t/G::..t.... .4G..I>ET.¢!G_..Fd�e JOB NO.-. . ..... 3G7T40ie 8U/LOF.PS CD.(/ST,. O.eOI//LLE. C.4, YFRT.� Tye f -4t a 32 4'o' -c. MOR/2., TYP. ft ¢ICo•c. OR 3e 32 o. C. �ORir� ryP -- SEe more 7*4 — N.Q_TU_Rr4L Gregp� N. /2 a �,eoPF,err Give ?1h'6rRGE OCC URS /�//V/.S// GR•4DE — �G e vee- f-4 FG *s- & /6 o.a. YFRT. C- ,D, '� &A4L Lam, CLR. Ki 3 'vC4 &AR, (- 2 - #g Cory,, rYP. � - # T yR CO//T. COA10, FTG, ¢ _ 4 CONT E �pFESS/ON 9� - 8 Xi.4ZG�D °� L. rip, ASF 77 m W No.3 CANT/L EYC-ietf�O IE�ff7AIA114/6 AIAL Lcl Al, T S, T9TF OF CA NOTeS /, MATER/,4G o4=SloV C,e17-erc1x SHEET- /. i/3�9� 2. r4G L CEGLS SHALL ,BE G�UiEv SDC/v, 3, G •4P A� G .�F/N/� ¢O Z,4R D/iq. Ore ev fMq'w' F LCT [EMOH ENOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 • y. , ,/ •GT CA-� 7/ /?. SUBJECT G. /7 C/4 � � ... .. ... •-.......111. .......... =gin=. _f _............ca _ .............. R ..... 1>FT /4... Jog No. .... ........ ....... //........... ---...... BET7-,--R B!//LDESS CONST. ; O,COIF/GLF P�PoPERTy L ///F Y1116RE OGCC/.PS P/N/S.H G'R.fD= �ErEc b yFRT. j TYf' .si' 'ov 7Y 4 /6 8 I Ho,Piz, n • . #2 T/FS cm /6 0. c TYP, ap S e 24 o.c, Yae/Z, A► SEE more lo.c. 0 'N,4TURi4G G'iP.4A�' �N � - - •opo 2�C�R, 3 yCGe.4R, z "A6 C 3- #¢ l cow CONT. CONC. FDOT//1G CA �c/T/L EVeWe70 IE rrrAIN/I/G 1t�.4L G J�9lF OF�1 �A `��.Al N- T S. �3`q Z NOTE'S : /, /�1ATcR/AL � DFS/Git/ CSP/TSR/� !'�iC S'HG��T /. P. AG L !.'EGGS SHALL Se SOU -O. ,3 AL G ,e elm=, �r0 3,4,P G/A, OR elf '/4f//,/, '¢� / N¢ wFEP /./OL FS OA- 2'DEEP f✓FEP SLOTS a C' O 5790 CLARK RD.. PARADISE, CA. 95969 (916) 872-0254 M Better Builders 5263 Royal Oaks Dr. Oroville, CA 95966 Dear Mr. Starr: utte Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES / CuUN'IY CENTER DRIVE - OROVILLF. CALIFORNIA 959G5.339'/ TELEPHONL: (918) 5387541 FAY: (916) 538-2i40 October 1, 1993 RE: Building Permit #92-3161 Expiration Date 10/05/93 A.P. # 069-300-031 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: ® Permit work started, but not completed. Permit may be renewed for z the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. ❑ No inspections have been made on permit work. Inspections are required to verify code compliance.. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the Oroville office. Thank you for your prompt attention concerning this matter. Yours very truly, JFG:hla j J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: [XJ Renewal Application ❑ Owner -Builder Information ❑ Owner -Builder Verification Chico - 1469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 VIACOAkCABLE More of What You're Looking Fur,,, September 30, 1992 County Of Butte Building Department 25 County Center Drive Oroville, Ca 95965 Dear Sirs, Viacom Cable has no objections to the construction of a concrete block retaining wall to be built across the utility easements on lots 406 and 407, Unit 4C, Kelly Ridge Estates Subdivision. Sincerely, Carla Sollars Senior Secretary 2128 Myers Street • Oroville, CA 95966 • relephone 916 533-0888 Viacom is an Eauol Opoortuniiv Ernplover ano encowoges business with Minority Lind Femain-Ownea Businesses. Right of Way 518 West Fourth Street. Third Floor Chico, California 95928 September 23, 1992 County of Butte Building Department 7 County Center Drive Oroville, Ca. 95965 Attn: Dave Purvis PACIFICABELL9 A Pacific Telesis Company Re: Construction of a Retaining Wall (6277 Jack Hill Drive) Gentlemen: This letter is to inform you that we have reviewed the plans for the proposed retaining wall to be constructed within a portion of the existing utility easement fronting the above mentioned property. In our opinion, the wall will not interfere with access to Pacific Bell's facilities. However, we are concerned that the actual construction of the wall may damage our underground facilities. Therefore, the property owner, and their contractor, should be instructed to contact USA at 1-800-642-2444, so that all underground, utilities can be located and marked prior to beginning their work. If you have any questions regarding this matter, please call me at (916) 891-2392. ery_ truly ss, Q E. Bohannon ublic Works Coordinator North Region cc: Mr. John Starr, 6277 Jack Hill Drive, Kelly Ridge, CA 95965 FOR DATE. ( O TIMEM. �.M. .. OF v . PHONE—, 533- C AREA CODE NUMBER EXTENSION g za. 'f �iw�^L s.,.r^K`�yin., •� � F f - Y a j �, z1NANT5yT0 SEE YOU�� Rl!$Ha� MESSAGE— .S;s 0-K i SIGNED LITHO IN U.S.A. TOPS FORM 3002S vg�" o` � " oe ra..C%/Y4'... �.x�.. ME',,. ,. �:: %:✓. �r .. ie... .s Ff':. v �>,,,.4`yS .,... i..��;. s�aD_.v.� .>..5� :,y,�.�> MESSAGE— .S;s 0-K i SIGNED LITHO IN U.S.A. TOPS FORM 3002S Pacific Cas and Electric Company DISTRIBUTION: REFERENCE: Agreement to Perform O APPLICANT (Original) E2-8177-0 Tariff Schedule Related Work 0 DIVISION (Original) O ACCTG. SVCS. John Starr/An Individual , (Applicant) has requested PACIFIC GAS AND ELECTRIC COMPANY, a California corporation (PG&E), to perform the tariff schedule related work as located and described in paragraph 3 herein. PG&E agrees to perform the requested work and furnish all necessary labor, equipment, materials and related facilities required therefor, subject to the following conditions: Whenever part or all of the requested work is to be furnished or performed upon property other than that of Applicant, Applicant shall first procure from such owners all necessary rights-of-way and/or permits in a form satisfactory to PG&E and without cost to ft. 2. Applicant shall indemnity and hold harmless PG&E, Its officers, agents and employees, against all loss, damage, expense and liability resulting from injury to or death of any person, Including but not limited to, employees of PG&E, Applicant or any third party, or for the loss, destruction or damage to property, Including, .but not limited to property of PG&E, Applicant or any third party, arising out of or in any way connected with the performance of tht's agreement, however caused, except to the extent caused by the active negligence or willful msconductmof PG&E, its officers, agents and employees. Applicant will, on PG&E's request, defend any suit asserting a. claim covered by this Indemnity. Applicant will pay all costs that may be incurred by PG&E in enforcing this Indemnity, including reasonable attorneys' fees. 3. The location and requested work are described as follows: (Describe in detail the materials and facilities to be furnished and/or work to be performed by PG&E. N more space is inquired, use other side and attach any necessary drawings as Exhibits A, B, C, etc): LOCATION: 6277 Jack Hill Drive, Oroville, CA DESCRIPTION OF WORK Secondary splice box to be raised due to excavation by applicant. Applicant shall pay. to PG&E, promptly upon demand by PG&E, as the complete contract price hereunder, the sum of Five hundred thirty-seven dollars and no centG dollars ($ 537.00 ), Upon completion of requested work, ownership shall vest In: Executed this day of John Starr Applicant 1 By: ohn'Starr Print/Type Name) Title: Contractor/Better Builders 0 PG&E 0 Applicant September 19 92. Mailing Address: 5263 Royal Oaks Dr., Oroville CA 95966 PACIFIC GAS & ELECTRIC COMPANY BY: E. J. Murray (Print/Type Name) Title: Oroville District Manager 62-4527 (Rev 1/91) Service Planning Advice No.: 1033 -G//342 -E Effective: 4/02/91 SEF -30-1992 14:26 FROM 1 .M rG CHICO—ENGINEERING TO S PACIFIC �E► L CHICO ENGINEERING/RIGHT OF WAY OFFICE 51.8 west Fourth Street, 3' Floor Chico, CA 95928 15382140 P.01 WIWIM DE" SEP 3 0 1992 DATE: September 30, 1992 PAGES EXCLUDING COVER 1 TO: NAME: 1 i)MIT ( D � ' V 1�7 is E4 F� X: L316) 538-2140 FROM: Jumq BIOHAM410 IN ADDRESS- 518 W. 4TH STREET.- 'THIRD FLOOR CITY: CHICO, C.A. 95928 TELEPHONE: (916) 891-2392 FAX: (916) 894-6583 HILL The information contained in this facsimile message may be confidential, proprietaxy and/or legally privileged information intended only for the use of" the individual or entity named above. if the reader of this message is not the intended recipient, you are hereby notified that any copying, dissemination or distribution of confidential, proprietary or privileged information is strictly prohibited. If you have received this communication in error, please immediately notify the sender by telephone, and we will arrange for the return of the facsimile. Thank you.. SEP -30-1992', 14 : 27 FROM CH I CO -ENG I NEEP, I NG _ Aieht o1 Way «� \% 513 4.m Fourth $freer. Third Floor chieo. CSG:ortti2 95923 September 23, 1992 County of Butte Building Department 7 County Center Drive Oroviile, Ca. 95965 Attn: Dave Purvis TO 15322140 P.02 PACIFIC&VABELLIVAO. A Pacific Telesis Company Re: Construction of a Retaining Wall (6277 Jack Hill Drive) Gentlemen: This letter is to inform you that we have reviewed the plans for the proposed retaining wall to be constructed within a portion of the existing. utility easement fronting the above mentioned property. In our opinion. the wall will not interfere with access to Pacific Bell's facilities. However, we are concerned that the actual construction of the wall may damage our underground facilities. Therefore, the property owner, and their contractor, should be instructed to contact USA at 1-800-642-2444, so that all underground utilities can be located and marked Prior to beginning their work. If you have any questions regarding this matter, please call me at (916) 891-2392. ery� truly Xymrs, `7GZ.cz E. Bohannon ublic Works Coordinator - North Region cc: Mr. John Starr, 6277 Jack Hill Drive, Belly Midge, CA, 95965 TOTAL P.02 Pacific Gas and Electric Company 2226 Veatch Street Oroville, CA 95965 916/532-4135 September 24, 1992 i County Of Butte Development Services Department 7 County Center Drive Oroville, CA 95966 Attention: Mr. Dave Purvis Dear Dave: Phillip J. Earlewine 7/ Service Planning Supervisor Development Services SEP 2 9 1992 Oroville, California cow" CW SUWE SEP u 1 •V �iL I have reviewed the proposal of Mr. John Starr, Build- ing Contractor, to place a retaining wall along the frontage of 14 Aqua Court for Lloyd Beach, owner. In addition to placement of the retaining wall varying of fill will be placed over an existing public utility easement. PG&E anticipates no adverse impact to its continued use of the Public Utility Easement as a result of the pla- cement of the retaining wall. Placement of the fill over our existing facilities will necessitate for PG&E to raise a secondary splice box and associated conduits and cables. This alteration shall be accomplished at the owners/applicants request and shall be in accor- dance with the rules, rates, and tariffs -presently on file with the California Public Utilities Commission. Sincerely, Philip az=lewi�� Service •lanning Supervisor Via, (0411,en e1gel(le.l tia Pfe) 6/ems Pacific Gas and Electric Company September 22, 1992 Mr. John Starr 5263 Royal Oaks Drive Oroville, CA 95966 Dear John: 2226 Veatch Street Oroville, CA 95965 916/532-4135 Phillip J. Earlewine Service Planning Supervisor Enclosed are three copies of our Electric Extension and Service Agreement which requires your review and signature. Please sign and return all copies of the enclosed agreement for electric service along with your check in the amount of $537. A self addressed, stamped envelope is enclosed for your conve- nience. After the agreement has been signed by a representative of our company one fully executed copy will be returned for your files. If you have any questions, please contact me at the Oroville office, 532-4144. Sincerely, BILL ROAKE New Business Representative BR: jms Enc. LAKE OROVILLE AREA PUBLIC UTILITY DIST. 1960 Elgin Street OROVILLE, CALIFORNIA 95966 (916) 533-2000 FAX (916) 533-1750 TO: JOHN STARR Better Builders Construction 5263 Royal Oaks Dr. Oroville, CA 95966 .... . ........ . I .... ....... ................ ....... ...... ..... I ........ ............... ................. 1ZffM0VT1L4N1 Date: 9/21/92 File No./Name: 69-30-30 Attention: Re: Easement Encroachment Permit WE ARE SENDING YOU ATTACHED, via [ ] U.S. Mail [ ] FAX [X] Courier Photocopies Prints [X] Originals Printouts COPIES DATE NO, DESCRIPTION Easement Encroachment Permit Form THESE ARE TRANSMITTED as checked below: [ ] For approval [X] For your use [ ] For review/comment REMARKS: .,COPY TO Approved as submitted Returned for corrections j Return 2 corrected prints SIGNED: [ ] Approved as noted [X] As requested [X] Return when executed Mike Glaze4 Recording Requested By: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT 1960 Elgin St. Oroville, Ca. 95966 EASEMENT ENCROACHMENT PERMIT PROPERTY OWNER: JAMES WACHEL and DON & BARBARA SPENCE PROPERTY ADDRESS: 6277 Jack Hill Dr., Oroville, CA 95966 ASSESSOR'S PARCEL #: ¢9-30-30 DESCRIPTION OF ENCROACHMENT: A masonry retaining wall along the easterly boundary of the subject property, within a 10' public utility easement. (as shown on 66 M.O.R. 09, recorded in the Office of the Butte County Recorder) which is occupied by a 6" sanitary sewer main. DESCRIPTION OF REAL PROPERTY AFFECTED: All that real property situated in the County of Butte, State of California, more particularly described as: Lot 407 as shown on that map of Kelly Ridge Estates Unit 4C Subdivision, recorded in Book 66, Page 9, in the office of the Recorder of the County of Butte. PROVISIONS GOVERNING THIS ENCROACHMENT PERMIT 1. PROPERTY INTEREST: This Permit is valid only for the purposes specified herein, and neither the Permit, or use thereunder shall create an easement, right of way, or other interest in real property. 2. EXTENT OF USE UNDER PERMIT: The right to use or maintain the structures or installations authorized herein shall be limited to the permittee and owner of the real property affected (hereinafter referred to as "Owner") and all future owners of the real property affected. Lake Oroville Area Public Utility District (hereinafter referred to as "District") shall have the right of ingress and egress across said structure or installation at any and all times for people with tools and/or equipment required for the repair, maintenance and/or operation of that sanitary sewer system and appurtenant facilities located within District rights of way. 3. MAINTENANCE AND REPAIR: Owner shall maintain and repair the installation at all times at his sole cost and expense and in a condition satisfactory to District's General Manager. Should the Owner neglect to promptly make repairs which impair the integrity and/or serviceability of District facilities, District may make repairs or have repairs made and Owner shall pay all costs and -expenses. Also, should District have to remove said installation during the course of routine or emergency maintenance and/or operation of its facilities, Owner shall bear all cost and expense for removing and replacing said installation. 4. DAMAGE TO DISTRICT FACILITIES: Owner shall promptly repair, at his/her own cost and under District supervision, any damage caused to District's facilities due to work under this per -mit, to the satisfaction of District's General Manager: Should Owner neglect to promptly make repairs, District may make repairs or have repairs made and Owner shall pay all costs. / COUNTY OF BUTTE - DEPA! T 7 County Center Drive - Oroville, Cal r APPLICATIO A ENT OF PUBLIC WORKS PERMIT NO. 95965 - Telephone: 916/536-7541 (q 0 D PERMIT L �r ASSESSOR PARCEL NUMBER ZONI R 1 BUILDING PERMIT ER TELE E SO. FT. OCC.. BUILDING VALUATION EST EST @ 60 6,097 OWNER'S MAILING ADDRESS 6767 JArKHTLL DRIVE VILLE 95966 CONTRACTOR'S NAME TELEPHONE 589-2547 CONTRACTOR'S MAILING ADDRESS S961 ROYAL OAKq DRIVE VILLE 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is t LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 37.50 Energy Plan Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS .1AryHTT.T. DRIVE V Permit tee PLU Each Trap $ 127.50 5.00 Solar or heat pump water heater 20.00 LOT NO. 406 SUBDIVISION NAME PARCEL MAP 1 Water piping 7.00 Each etas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other RETAIN WALL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Q Other ❑ Describe work: RETAIN WALL Permit Fee $ Contractor ELECTRICAL PERMIT FiIingFee 15.00 Main service 200AORLESS 200A OR LESS 18.50 Main service 20GATO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions my license is in full rce and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the workiand the structure is not intended or offered for sale. (Sec; 7044) ❑ I, as the owner, am exctusivefy contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.et` OR ADONS. ACC. BLOGS. / 3.64sq.ft. NEW CON STR UL LOUT LET NON ID, BRANCH CIRC ITS @ 5.00 (POWER /POWER APPARATUS .&) OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APLNS. EX. Occup. OUTLETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): �Elermit is for $100.00 (valuation) or less. placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C.'laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith -comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin 9 Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against liabilities, judgme s, costs, and expenses which may in any way accrue inst s County ' ence of thq granting of this permit. X Date Signature of Applicant — Owner❑ Contractor Agent ❑ An OSHA ion of structures toverr3gstoriesoin excavations over S'0" deep and demolition or construct. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 127.50 HAz DFEES IMP FLOOD COF PARCEL PD HD IssUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By EXPIRES Date applicable provi- resolutions to do have been paid. WORKS DatePERMIT Receipt No. _ 123091 WNITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT S T R U i---' T U R A L. A L_ I.- U L A T I 0 `N S F 0 R CONCRETE MASONRY CANTILEVER RETAINING WALL 0T.LAVA S=AP. LETTER BUILDERS CONSTRUCTION V 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE ULi_ SIGNED �-�- � _ DATE --i- RANK L. TYUf'•.07, F' _ L= ,J.. f34 F' L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95959 (916) 872-0254 r SUBJECT: CMU CANTILEVER RETAINING WALL BY: FLT DATE: 9/92 JOB NO.: 2143 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESIGN—CRITERM FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 9 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY MASONRY CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL. = .010 x (3+8) = .11 k/l MAX. LL. = .016 x 28 +.010 x (28-3) +.050 x 15 +.008 x 8 = 1.51 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF LL + ADD'L LIGHT ROOF DL + FLOOR DL+LL + ADD'L WALL DL CALCIS PROVIDED FOR: A. 101-0" HIGH WALL — SHEETS 2, 3 & 4 B. 81-0" HIGH WALL — SHEETS 5,' 6 & 7 CONSTRUCTION DETAIL — SHEETS 8 & 9 MATERIALS: CONCRETE - ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION RERQUIRED, REINFORCING — ASTM A615, GRADE 40, ' ALLOWABLE SOIL BEARING PRESSURE — 2500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 400 PSF, , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 ' DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ALL.CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------ 0.257 13.29 #5 @ 14.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 .11 1.51 10 10 7.6 15.6 135 133 1.50 5.00 0.225 0.150 DESIGN REINF. - V - HORIZONTAL #5 COMBINED STRESSES @ WALL: ^ 0.97 < 1.0 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 27 OF EFFECTIVE RATIO OF REINF. - p: 0.0029 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.320 ACTUAL RATIO OF DISTANCE - j: 0.893 COEFFICIENT - 2/kj: 7.000 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 198.24 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 10.87 < 20.00 COMBINED STRESSES @ WALL: 0.97 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALC'S BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 8 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 8 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.96 MOMENT @ Hw2 - Mw2 (FT -KIP): 2.56 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.330 5.29 #5 @ 11.3 DESIGN REINF. - HEIGHT FROM TOP OF THE WALL - H3 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): 5.33 THICKNESS OF WALL - BOTTOM3 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw3 (KIP): 0.43 MOMENT @ Hw3 - Mw3 (FT -KIP): 0.76 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.097 5.35 #4 @ 24.8 DESIGN REINF. - FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.45 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF 157 ^ PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT FLT ENGINEERIN6 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF T/ FOOTING DEPTH (INCHES): 20 FOOTING WIDTH - HEEL (INCHES): 24 - TOE (INCHES): 24 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 64 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - 'F NET MOMENT— Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): ' 2.04 7.94 5.60 18.31 2.31 10.37 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.177 16.69 #5 @ 21 DESIGN TOE REI FOOTING - HEEL: 0.81 4.55 5.33 4.74 2008.96 < 2500 89.24 > 0 2297.40 < 2500 367.06 > 0 3.07 > 2.04 X 1.5 = 3.06 4.13 4.33 UNIFORM LOAD @ HEEL - Wv (PLF): 1160.76 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 779.89 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.71 AREA REINF. (IN^2) 'd9(IN) SIZE & SPA (IN) 0.066 17.75 #4 @ 36.5 DESIGN HEEL | , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALC'S BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL ______________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------ 0.239 _-__________________ 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): ^ MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 .11 1.51 8.67 8.67 7.6 11.6 135 133 1.13 3.26 0.167 0.111 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T OF 597 DESIGN REINF. - - HORIZONTAL: #5 e 3 COMBINED STRESSES @ WALL: v 1.17 < 1.0 EFFECTIVE RATIO OF REINF. - p: 0.0042 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.369 ACTUAL RATIO OF DISTANCE - j: 0.877 COEFFICIENT - 2/kj: 6.187 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 233.72 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSIk: 10.32 < 20.00 COMBINED STRESSES @ WALL: 1.17 -- 'olAoSpl= /~/ ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT ` HEIGHT FROM TOP OF THE WALL - H2 (FEET) - HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: HEIGHT FROM TOP OF THE WALL - H3 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): THICKNESS OF WALL - BOTTOM3 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw3 (KIP): MOMENT @ Hw3 - Mw3 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.005 �wa5:1��- #4 ` 400vt DESIGN REINF. - VERTICAL: 4 FOOTING DESIGN: ---------------- DENSITY ______________ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6' OF �T? 5.33 5.33 7.6 135 0.43 0.76 2 2 ;Z� r. 4; — 14' 135 -a +�� 0.06 0.04 DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT - Fc: 0.45 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2143 DATE : 9/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF �� FOOTING DEPTH (INCHES): 16 FOOTING WIDTH - HEEL (INCHES): 24 - TOE (INCHES): 18 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTALRESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): ' SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT-KIP)r 1.50 5.01 4.31 11.51 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------- ------------------------------------ 0.134 12.69 #5 @ 27.7 DESIGN FOOTING - HEEL: 2.30 6.50 0.74 3.20 4.50 3.38 1907.75 < 2500 9.56 > 0 2362.62 < 2500 225.80 > 0 2.30 > 1.50 X 1.5 = 2.25 3.28 2.49 UNIFORM LOAD @ HEEL - Wv (PLF): 1057.44 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 913.95 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.40 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.069 13.75 #4 @ 34.5 DESIGN HEEL BY ...... ....._. GA Fc .. V? S::B:EC-.. _C_MU.:� �l/�RFD,�. SHE=T N:,.... 8 ... OF ..._�...... GHK�. BY ... __.............. DATE ........ ... ,..... ...... ..)E'C 7411WA16•.... /S/ .LG _Q6r•4/L .,�'O•e J00 N�.............2/43............ BL�TTE.2 8(/%G1DCZS CONST. , OA—OX/LL E, 90.4 . 6 41 CM(/ I Q¢ -e 6a=c R S x'32 0 .c: f i5, /z. -1 3 �CGEA4-7Z ? ' - /4rlS. 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CA. 95969 (91 8) 872-025A