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063-250-004
63-25-04 VIRGIL THORNSBERRY, 14658 Black Berry Road, Forest Ranch Permit#106-87A(Agricultural Bldg Exem - Aviar - rivate pkQQ, ,A,wv&5. 063-250-004 PERMIT#96-18.00 JOHNSON, Bill 14658 Blackberry' Rd,Fo'est Ranch New: -.Single Family' 1-,063-'2 ' 5-0-Q04 98-1'059 B -JOHNN , Bill:, �V " 14658 Blackberry Road, Fe Rh �. (to complete 967'1800).SF �1 0 RESIDENTIAL 063-250-004. JOHNSON, Bill -J G 14658 Blackberry Rd,Forest Ranch I New Single Family t t,. OFFICE COPY F; s,a -Address i g GAS A Meter By Date ELECTRI Dam 7 '\. Meter BY OFFICE COPY -- Address GAS Date { Meter By ELECTRIC Date Meter By .0 'i JOB FINALED (Date) S / / Signature 7.` z r J=OK O=Not OK = Not Applicable RESIDENTIAL (Single & Duplex) - N t Read - o Y Date UNDE OOR (Plans) OK except it's Date FRAMING (Continued) oni g -Setbacks -Easements -Flood -Slope - tg., Main;'Soils-Elec. Grnd.-/ P' Fig. Depth -------' 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth ------ 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth -----' telnwalls, Main; Steel-Blockouts-Wrapped--------' t3!Stem cells, Garage; Steel-Blockouts-Wrapped d Downs and SDecial Anchors ter - ireplace Ftg.-Steel A _ .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer T -est UF. Gas Pipe; Size -Anchors - yard piping: size -test t 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; 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 a's Water Htr.: Vent -Access -Combustion Air -Baffle ------------------------------------------ - --- ------ ipe: ---------------------------------- ----- ipe: Test & Anchor -Nail Protection ------------------------------------ Test-Fittings & Anchor -Nail Protection-_---___.-___.._. Pan: Test. First Floor -Tub Access ;,I -Tub & Shower, Second Floor -Tub Access s Pipe: Size & Anchors -&te*ri--------------------------------------------------------------- - Date Card B-1 Date Card B1 --------------------- ------------------------- _ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s - 22. Fixture & Transformer Clearance -Ins. Protection - ----- -- ----------------------------------------- - - lec. Receptacles Spacing _Lights & Switches at Doors --------- - ----- ¢e Boxes & No of Conductors Stapled ------ -- - ----------------------------- ------------------- - - .. _ _---- omex Installed Close to Edge of _ Studs & C.J. ----------------------------- -- -- ------ ---------- ----- ---------- ---------` quip. Ground made up wrMech Fastners-Bond Gas & Water -- - .......... pliance Circuts in Kitchen & Conductor SizerGFI --------------------------------------- --------------------------- .. ... . 2" ubfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size rga. Cu or At 29. Range Circ. r r ga. Cu or AI -Oven Circ. r r ga. Cu or Al. /Inflated Neutral ❑ Yes ❑ No -_80 Ser Riser Conductors & Ground Main Disconnect -------------- __ qu learances Panels Motors Mech Equip. ------------- to es Closet Light -Shower Light -Spa Light /gyp - - zc Q 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 4. A. Ducts Insulation & Support V an: Exhaust above insulation _ _ _- nsate Drain & Overflow: Size & Grade 7 urnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 6. Attic Access & Platform if Furnance in Attic .... ....................... ....... ... . . ....... ... ---- - - - - - --.._......_......... .... ...... ....... ... .. .... .. Date Card 8.1 Date Card B-1 ------------_.. .... ............_. .... _ . ... .. Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except rr's Sils. Proper Material & Anchors alts Studs -Nailing. 'Spacing & Bracing-PlateS-Sound .................... ...... .. Bearing Walls over Girders & Floor Nailing -4 r ft Stop i,n, Walls (rat proof) . Fir tops: Furred Ceilings -Stairs -Chases -Tub s ... - ............-................ .. ............. ........... 4 . eaders & Beam -Size & Bearing Post Caps -Anchors -Connectors st-Rftr. ties-Purlin-roof Brac-Truss-Shthn or Type A Flue -Fireplace Throat clearance Size & Romex Protection- Drait,Stop- Ins. Baffles Windows or Exiting Doors -Sill Hgt. & Dimensions e Fire Protection Framing rty Line Firewall & Openings 3' -Check Garage -3rd Story, 2 Exits adroom-Rise-Run- Landing -Fire Protection 54�p1y od n Roof Overhang -Attic Vents -Rafter Outriggers - cco Mesh _Drip Screed -Fd. Vents_Underflr. Access " + 57 _Glazing Area Protection -Skylights -Plastic --------- --- Sh ails: Nailing -Bolts ---- Insulation -Walls -Ceilings 60. Inf iltration-Walls-Windows ------------------------------------ ------------------------------------------------- -- Date Card B-1 Date Card B-1 - - - -- --------------------- ----- Date Card Date Card B-1 Date FINA sans) OK except a's E Ceps -Door & Sidelight Protection -Landings —_ -_.- S e Detector — Furnace Vents -Clearance -Comb. Air -Connector - Above Floor-Ducts-Mech. Protection Bedro m Exiting F.I & Bath Fixtures & cces- s -Spa 6 le nm & Subpan I: Breaker Sizes & Labels Stain,& Rails .� ace or Stove: Clearances -Hearth ------------------------ ----- 6L EI . Outlets at Wood Panel: Int. & Ext. 7 Kit F' Appliance Grnd.-Air Gap -Cooking Clearance le utlets &Receptacles at Kit. Coin ar Fire _ oor: Swing -Landing -Closer - - 7 A. ct in Garage -Damper — tr. H Vents -Clearance -Comb Air-Connector-P.R.V. arage: Above Floor -Meeh. Protection .... ---- -- -- - p ------------------ ----- -- Plb. & Mech. Equip. Listed for Location - ------------------------ — I _ ece tacles in Garage: (G.F.I.)-Romex Protection 7 Insu n -Foam -Looked in Attic ❑ Yes---- ----- 7 s & Deck Construction -Post Caps -- 7 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clear ce Looked under Floor ❑ Yes g ............................ ----------- - iso. ollowin instldj,, Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No to Brown -F - ----------------------- - --------------- inish A.C. Unit: Disconnect. Electrical, Plumbing .. ... ... ... - ------------------------------------ -- ----- ents Above Roof. Plbg.-Appliance-Fireplace.-Clearance to Ope ngs i34 ate Well: Disconnect. Electrical. Plumbing Ext or Elec. Trim: G_F..I_Receptacle----------------------------------- : Underground--- - Ve tion Throughout House -- - - - -- ------------------- ss Protection .... -------------- - ------ -------------------- ---- ----- ---- da. rect ons from Previous Inspections . .......-------- ----------------- d9 GGaas�est-Meters Tagged: Gas -Electric ------------------------------ 1�9' wat Sewer Connected-CrO to Grade -HD Approval ----------------------------- i --- --nergy Compliance Certificate -Other Certificates . ... .. .... ..... ..... ... -- -- ---- ---------------------- Date -f/�1 Q Card 8 t� Date Card B -i Y/l T � .. . _ ..... - - --- ------------- Car -- ------------ Date Card B-1 Date Card B_1 .. ... .. ... ... ....... ... ...... - Date Card B-1 Date Card B-1 Comments. at Final: V=OK O = Not OK Not Not Ready , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ PL -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; SizeSpacing-Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/S Circulating Equip. -Pool t ghtg. 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 COUNTY OF BUTTE .BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA- (916)"99'1-2751 ,;.., 7 County Center Drive, Oroville, CA.- (916) 538-7541 747-EIIiott,Road,, Paradise, CA - (916) 872=6307 'El. CORRECTION NOTICE - �9 OWNER PERMIT NO. rkA routine inspecti indicates that the following violations of Butte County Ordinances exist at the above addr s and should be corrected. Please notify this office when correction of work kra is completed. you have any_questions pertaining to this matter, or need additional explanation, please cont t this office immediately. em y<5 v: Fti IK v -f. i Da -Le 2 1 -may 77Inspe REV 10/92 INSULATION CERTIFICATE Address: 14658 BLACKBERRY Y CtitYiFOREST RANCH County: BUTTE' Subdivision: Lot: Description of Installation { 1. ROOF Material: Brand Name: " Thickness (inches): Thermal Resistance 2. CEILING Batt or Blanket Type: Brand Name: Thickness (inchess): Thermal Resistance Loose Fill Type: Loose Fill FG Insulation Brand Name: Insul-Safe III Contractor/s min installed weight/ft _521 Ib Minimum thickness 12.75"inches Manufacturer's installed weight per square foot to achieve Thermal Resistance R-30 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material: Fiberglass Batts Brand Name: CertainTeed.a . Thickness (inches): 6.25" Thermal Resisitance R-19 B. Exterior Foam Sheathing . Material: Brand Name: Thickness (inches): Thermal Resisitance (R -Value): 4. RAISED FLOOR Material: Fiberglass Batts Brand Name: CertainTeed Thickness(inches): 6.25" Thermal Resistance R-19 5. SLAB FLOOR/PERIMETER Material: Brand Name: Thickness (inches): Thermal Resistance: Perimeter Insulation Depth (inches): 6. FOUNDATION WALL , Material: Brand Name: Thickness (inches): Thermal Resistance.(R-WIte'): Declaration - y" I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, fart 6, California Code of Regulations) as indicated on the Certificate of, Compliance, where applicable. `= DAN HANSEN Installing Subcontractor[In • Shosfo /asu/otion Thursday, September 18, 1997 Reddin : t g, Chico .5 o 11,9001 S22-6433 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION " 7 County Center Drive - Oroville, California 95965 -Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �D 2 ASSESSOR PARCEL NUMBER 063-250-004 ZONING TM10 BUILDING PERMIT OWNER BILL JOHNSON TELEPHONE 343-1556 SO. FT. OCC. BUILDING VALUATION EST 30,000 OWNER'S MAILING ADDRESS P 0 BOY 457, FOREST RANCH CA 95942 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE , Fireplace LENDER'S MAILING ADDRESS - Total Valuation Is ARCHITECT OR ENGINEER NONE LICENSE NO. Felin Fee $ 20.00 Permit Fee p $ 204.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS - Plan Checking Fee $ BUILDING ADDRESS 14658 BLACKBERRY RD. FOREST RANCH Energy Pian Checking Fee $ $ PERMIT FEE $ 304.50 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF (NXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)(I Describe Work: COMPLETION OF #96-1800 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G WT 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oA mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, I( will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( 8 ACD. BLDS. SO 3.5¢s. NON -RES DT NEW CONS.MNCH CUTCETS 97.50 APPARATUS & SINGLE OUTLET CIT. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL Q .50 Ex. Occup. OUTLETSAPPLNS ORES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensate n provisions of section 3700 of the Labor Code, I shall forthwith comq wiw those provisions. ____ Date Signature of App' ant caner ❑Contractor ❑ AAn OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee . $ DCC CONST. TYPE TOTAL FEE $ 304.50 HAZ. I O. FEES IMP I FLOOD CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for whiofees By EXPIRES ON t5 � the applicable provisions Resolutions to do work een paid. Date 9h�of Receipt No.PERMIT WHITE-D.D.S.-B.D. —CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally pl to provide the ajor labor and materials for construction of the proposed property im ovement : YES NO � 2. I HAVE 7 HAVE NOT 13 signed an application for a building permit for the proposed work. 3. I have contracted with the following krson (firm) to provide the proposed construction:._ — NAME: . ADDRESS: PHONE: 4. I plan to provide portions of this work, supervise, and provide the major work: NAME: .. CI TYt COR'S LICENSE NO. I have hired the following -person to coordinate; ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted- (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK, SIGNED: PROPERTYOWNER: SOCIAL SECUR&Y NUMBER: DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION -1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as'"owner-builder' you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection - If you rotection:Ifyou employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.' If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac!grs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we car. confirm that you are aware of these matters. The building permit"will not be issued until the verification is returned. +1rely, Vi ira, C.B.O. ,uilding Inspection NOTE. This Owner-Builder.Information is required by Section 19830 of the California Hea11/r and Safety Code OVER P -r! 4 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SEFIVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 PERMIT PERMIT NO. APPLICATION AND PERMIT `�-/gOC--) ASSESSOR PARCEL NUMBER 063-250-004 f_ ZONING 10 BUILDING PERMIT OWNER BILL JOHNSON TELEPHONE 341-1.556 SQ. FT. OCC. BUILDING VALUATION 1724 R-3 93 096.00 OWNERS MAILING ADDRESS PO BO 1164 U 20 952.00 CONTRACTOR'S NAME OWNER TELEPHONE 367 0 2 56 .00 128 C 1,664.00 CONTRACTOR'S MAILING ADDRESS - Fireplace A 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation Is 119.781.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 709.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 461.17 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS � BLACKBERRY58 PERMITFEE $1213.67 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF [X Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 irnn Building sewer 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TsTannnnnt c /F Mobile Home S I G W 1 920.00 PERMITFEE g 165.nn Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service ( e00v OR LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f e following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 NEW CONST. DWELLING OCCUP. OR NS. ( a BLOS. ) O. 101.08 3.5¢ FT. p OO CONST. MULTI -OUTLET NEW CONST. NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) a SINGLE OUTLET CIA. Ex. Occup. ( OUTLET OR FIXTURES ) 20.Q 1.00 BAL 0 .50 Ex. Occup. FIXED NESE I. OR 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 167.08 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 9.00 Cooling 9.00 Hood 6.50 6.50 Ventilation 4.50 PERMITFEE $ 53.50 Contractor Policy Number (Tabove sections need not be completed if the permit is for work of a valuation 'afone hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation prov' ions of section 3700 of the Labor Code, I shall f rthwith comply wi ose ovisions. X Date �' Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R-3 CONST. TYPE VN TOTAL FEE $ 1649-,9 5 HAZ. i I D. FEES IMP FLOG CDF PARC PO H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have B , PERMIT EXPIRES ON the applicable provisions Resolutions to do been paid. ate (ate) work Receipt No. 6 6 35 WHITE-D.D.S.-B.D. CANARY- SSESSOR PI-INSPECTO GOLDENROD -APPLICANT �.vvry I r yr ou I ! v-vI_rr%n I rvrr=ry r yr ucvtLUF'MENT SERVICES -BUILDING DIVISION PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541��� —/0 APPLICATIONAND PERMIT ASSES5;7IR PARCEL NUMBER . 5(n aso-00 ZONING _ ® I_ BUILDING PERMIT - OWNER ,.� "�L.,S� 3:7 SOS. FT. IOCC. OCC. BBUIIILD_INGVALUATION ONER'S MAIU ADORE O R l �, �I-30 i 00 1 Vpq0 v CONrRACTOR'S NAME caw TELEPHONE r 0 CONTRACTORS MAILING ADDRESS 0 Fireplace 106. ®O CONSTRUCTION LENDER UNIKNOWN Total Valuation $ "' r Q LENDER'S MAILING ADDRESS Fling Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ c ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ � 00 y llV Penalty $ Buuon+GADDRESS PERMITFEE S PLUMBINGPERMIT Fling Fee 20.00 Each Trap7 00 ��v it) 1 LOT No. I SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Ir USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 SDa Each gas water heater or ventF., 1 5.00 �S Gas piping system 1 - 5 outlets 15.00 TYPE OF WORK New' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Building sewer 15.00 I S•U Mobile Home S G W @20.00 PERMITFEE Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service meoOVoA oR OR LEssLEss �0 % 23.00 Main Service ( .. TO I000A 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code. and my license is'in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION 1 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: ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NCONST, DWELLING OCCUP. sO. 't 0!!;q-ONs ( e Acc. -- T 3.5C FT. r NEW CONST. MULTI.OUTLEI NON•RESID. ( SRANCM CIRCUITS @7.50 POWER APPARATUS ( a SINGLE OUTLET CIR. EX. Occup. (OUTLET OR FD(TUREs ) BAL + 50 Ex. OCCup. (OUTLELrAPPLNS.OTLE TS (RESID.) ERA ) 5.00 Temporary Service ( 23.00 2_ Mobile Home Facilities 2000. Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating I Ct-00 Cooling . vU Hood 6.50 Ventilation a PERMITFEE S (� Contractor 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 tabor Code, I shall forthwith comply with those provisions. X ____ Date indicated Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in het Mobile Home Installation Fee Is Energy Inspection Fee $ ( 3 I PE TOTAL FEE $^ - H4Z o FE I M L000 coF c ` I UE I I`� This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. By Date rnWVPI Receipt No. 2 2Z (� PERMITEXPIRESON WHITE-D D s 7EI O CAN4RV•q$ I h. NSPECTOR GOLDENRO07APPLICAN7 I r. COUNTYOF BUTTE -DEPARTMENT O'F DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 { PERMIT APPLICATION DATA SHEET OWNERP. No. OG i -250-00q Proposed Building Use '" 3 %� ' �'`- Building Inspector U •'•�'�• Date 8--7 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 h^e been submitted . ........................................ ,�Plot plan ",/4 s , signed by preparer of plans . .......................... rOql 3. Complete plandl-9/4 ss igned by preparer of plans. ........ . � { 4. Engineered plans anH�l��/4 sets, with wet signature on plans.- ...... . 5. Hazardous Material Form. . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installatio truct•ons, 2 sets. ........... 10. Fees of $ . .......... S 11. Impact fees as shown on attached schedule. ...... ... . I 12. California Department of Forestry plan approval fes .?-o ? z? .. . i 13. Flood elevation letter (100 year fl o) by Californl ngineer. ................. . 14. Sanitation and plot plan approval Health Department . ........... . 15. City of Chico plumbing permit . .......... :.............................. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for`(A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). '6;!4. .... - G 20. Pre -inspection for Preanspedios revue p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance ........................... �Ke24� Owner-Builder Verification (Given to owner Mail to owner 1..........:: 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 en you issue the_ a it ro ess as follows: M Qwner. Mail to contractor. Telephone �� iso and hold for pickup a j office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other mate By The following data must be submitted prior to permit issuance: (Circle. 1. Index permit for above items No. 2. Additional items required: ked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by ��- Date �� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUN '1 OF BUTTE APPLICANT DATE -7 • DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER // A.P. # CG PROPOSED BUILDING USE DATE REC. # DATE RFC 1. SCHOOL DISTRICT FEES C (paid at District Office) g SHERIFF FEES (paid at Building Division) Residential.: ` x unit amt. Commercial (sq.ft.). x _$ 3. URBAN AREA FEES _ (paid at Building Division) Residential (per unit), x = $ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 46. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 70-2-2 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE -7 :5 ��A Imo:?.. �.►c'Y"'`. F1. J._ _ Suffe, t ?. i t k"i ID f J .: T !) 2 -E A. L I. A 1-! C (1 .' BUILDING DIVISION Bill Johnson DEPARTMENT OF DEVELOPMENT SERVICES. P.O. BOX 457 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Forest Ranch, CA 95942 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Single Family Residence Date: 9/11/96 A.P. No. 063-250-004 Permit #96-1800 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans ; [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely, _ eorge R. Kellogg Plan Check Engineer cc: Michael ooney 5 Madrone Ave., Suite B Oroville, CA 95966 Permit Applicant: Bill Johnson Date: 9/11/96 Permit #96-1800 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: . Provide specifications and testing schedule for compacted fill. Alternatively, support entire structure on foundations and slabs founded on undisturbed native ground and provide details showing how this will be accomplished. Current plan'details show structural elements on fill.. 2-----IctiorB-on.sheet 6 shows stucco over plywood on the basement south elevation and makes reference to a shear wall, which shear wall and how does it apply? 3. Please indicate how lateral forces are transferred from all upper floor shear walls to under laying lateral force resisting structures. This would include shear wall with. or without hold downs. PROJECT =PROCESSING RECORD. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND NIISCELLANEOUS ONLY OWNER: BUILDINGP ER: PLAN CHECKER: o(�, � A P. NUMBER: iQ ' o7 Zoning requirements: (side yards and number of permitted living units). Valuation. , Plans signed by designer. ' Proper description of work on application. Existing violations on property. a Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. - Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). azing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6).' G.F. C.I. in baths, garage; kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles and exterior rec tacles fo aintenance of mechanical equipment. Location of water heaters, eatin and cooling equipment, ther electrical or gas equipment. Garage firewall, door size and closer. (Section 302. um of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. RUCTURAL DETAIL Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). 7;5. Clerestory requiring balloon framing and/or engineering. --4 Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. L7� Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. �T Rafter ties or bearing ridge beam. 9- Fireplace construction details and calci if necessary. " Garage door and/or porch header sizes. Stud heights. Atr-4- Adobe soils - special foundation design. 65 Retaining walls requiring design. .-P3.` Special Inspection requirements. &*ff." Header size. Sheetrock nailing inspection required? July 1996 3.2 Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). - Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. ftl...L oa ©Titi�D- _1 July 1996 3.3 And when recorded mail to: Building Division #7 County Center Drive Oroville,.Ca. 95965 96.-0342381 Rec Fee COP 1.00 Recorded, I Cash 7.00 Official Records l County 'of Butte 1 Candace J. Grubbs l Recorder 9:28am 16 -Sep -96 I' PUBL XX 1 M AGRICULTURAL STATEMENT OF ACKNI OWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment`to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides. and fertilizers.. and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: �� U Daic: %-/.z-�'� PROPERTY OWNERS: i State of California. County of On S' (� -�1 before me, CL 7: r��r)`6-i personally appeared G P— U SA personall.. known to me (or proved tome on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of ,which the person(s) acted: executed the instrument. unnnuouuulltutltlllpluuuunuuuununuuunnlnu■ WITNESS my hand and official seal. ° OFFICIAL SEAL = (� 1648835 D ELIZABETH A. KOCH NOTARY PUBLIC -CALIFORNIA 0 Signature'/' Seal: Q COUNTY OF BUTTE (�1 My Commission Expires January 2,1999 _ a1111111111111I111111111111111g1111t11ttIt1111U1I1Ulllulllllllllniti MICHAEL MOONEY 5 A MADRONEAvE. ~: <<CIVIL ENGINEER . r OROviLLE, CA 95966 RCE 20647 (916) 533-2131 Butte County September 15; 1996. Building Division 7 County Center Drive Oroville, CA 95965 Re: Bill.Johnson Permit #96-1800 ' Attn. George Kellogg This is in response to'your Plan Check List dated 9/11/.96. Item 1. "Footings on fill". No footings are to be.built on-fill. See Detail 1/5 for deck footings,'and Detail B/5 for house footings. Item 2. The particular shear wall in,question is shown on Section A/4 and in the calculations at page.5 of Lateral Analysis. Note should ,be•added to Sheet 1, South'.Elevation to clarify location of shear walls (example enclosed). Item 3. Load path of shear transfer of all cases wherein fastener spacing requirements are more stringent than that specified in Table 23-I-Q,•UBC 1996 have been included on the plans with the exception of the East Wall of the Living room. Detail and calculations included. Thank you for your consideration. Yours, Michael Mooney OFE �N My license expires 9-30-97 ����' PEL �� 2 9lF � AL W i /mac to 9�A l 0 e �o� �� sr 2540 = 2-K 4-11657/ j k%-\Ott� vv (4°'-4) DC 5 X D� = 2.4-z s 12`�ce 2H2- -2, -122 K��t r�.2- = Z 8C) 04 MICHAEL MOONEY 5 A MADRONE AVE. CIVIL ENGINEER OROviLLE, CA 95966 RCE 20647, (916) 533-2131 Butte County August 12, 1996 Building Inspection Department 7 County Center Drive Oroville, CA 95966 RE: Building Permit #063250004 , Johnson This is to verify that I -have reviewed the truss plans for the subject building. In addition, the-south,wall of,the basement/garage shows shear wall on both sides. This was not my'intention, the wall requires, plywood on one side only. Thank you for your consideration.. ;f Yours, QROFESS1O gl� L � �pE Mo�� ,1 F� Michael. Mooney C11 020647 Z My license expires 9-30-97 * AD, f s�TFOCI CALIF ore-.kv 17TY A-NAL*LfSIS,' C( LCA 2� CS� i'a'�r N► I I�iG. W C Kolzm ELe) Q. 4- ;VUR 4't 1-2 P5P �A 7 i. L « PSP -�UDS I �G MO 2 647 m f1QUQ OEM LAI) I) iLqu-k o G`tP. 3.t� vn C-LU �� . 4io PSP -04t--Z' _ �...3�_4.11�s1 f� .D� 1. + .5w. lo. �s/�4.- �. L• _ � .. ------=---------------------------------------- " RETAINING WALL DESIGN Page ------------------7----------------- DESCRIPTION >> RE�1 -------- -------------------- QI M L WALL - - SOIL DATA,----------- - VERTICAL LOADS --------- ALLOWABLE BEARING = 2,000 psf AXIAL DL ON STEM = 384 plf ACTIVE LATERAL =' 30.0 pcf AXIAL LL ON STEM = 536 plf .....MAX PRESS. pcf ..ECC(Toward Toe='+')= in ..SLOPE PRESS. = pcf. BACKFILL SLOPE _ :1 SURCHARGE OVER TOE _ psf (horiz:vert,O=Level) - SURCHARGE OVER HEEL pqf PASSIVE PRESS. = 35.0 pcf ..'.RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe Y y/n SOIL HT OVER TOE = in Y Heel Y Y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf' LOAD ECCENTRICITY = in FOOTING WIDTH - = ft, ADD'L LATERAL LOAD plf -FTG. CL TO WALL = ft TOP OF FTG TO START.,= ft VERT.'POSITION OF FTG. .TOP OF FTG TO END = ft.. ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n -------------------=------ WALL & FOOTING DATA ----------- -------------- RETAINED HEIGHT = 7.42 ft TOE WIDTH = 1.75 ft WALL HT. ABOVE SOIL = 0.5 ft, HEEL WIDTH = 2.25 ft KEY DEPTH - 16 in 'Total Width = 4.00 ft. KEY WIDTH = 12 in KEY DIST TO TOE _ "1.75 ft THICKNESS _ 12 in ----------------------------- SUMMARY -------------------------------- Pressure @ Toe = 1,340 psf Factors of Safety: Pressure @ Heel = 3,84 psf Overturning = 2.48 Allowable Press. = 2,000 psf Sliding _, 1.85 Ecc. of resultant = 4.44 in Max. Shear @ Toe*` _ 15.82 -psi Allow.•Ftg Shear = 85.00 psi Max Shear @ Heel -2.47 psi ------ SLIDING CHECK ------'- -` Lateral Pressure = 1,063 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 953 lbs SOIL TO NEGLECT = in - Friction 1,020 lbs Factor of Safety =. 1.85 ------ Add'1 Force Required = lbs -------------------------- FOOTING DESIGN --------------- -------------- soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,939 556 Fy = 40,000 psi Mu - Upward ft-#= 2,660. Min. As Percent =:0.0014 Mu'- Downward ft-#= 322 976 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 42,339 (976) --------- Rebar'Choices-------- One-Way.Shear: - -- Toe -- -- Heel -- Actual psi= 15.8 2.5 #'4 @ 16.81 in o.c. 15.04 Allowable psi= 85.0 85.0 # 5 @ 26.05 " 23.31 Cover over Rebar in= 3.50 2.50 # 6 @ -36.97 " 33..08 'd' in= 8.50 9.50 # 7 @ 48:00 " 45.11 Ru = Mu/bd^2 psi= 36.0 12.0 # 8 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 P - Adjacent Ftg. Load = Surcharge Over Heel = -- Surcharge over Toe = Axial Load on Wall -- Load @ Proj. Wall = Averaged-Stem.Wts. _ -- Added Lateral Load - .Footing Weight = -- Key Weight _ -- Vertical Component of Active Pressure = -- -- 384.0 2.25 864 ------------------- 2.19 1753 �1 ----------------- ---RETAINING---WALL---DESIGN-------------------------- 1199.9 #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN --------------------------------- --------------------------------<------.----- < ------------ Stem Sections -------------> Top .Bottom WALLTYPE........ ---------------- ----- ----------------- 1:Mas,2:Conc,3:Not Used 1 1 1 1 1 DESIGN HEIGHT ABOVE FTG. = 6 4. 2 1 ft REBAR: O:Cntr,l:Edge 'd' FOR DESIGN = 5.25 5.25 9.00 9.00 9.00 .DESIGN DATA.. ... ... ..... ....... ....... ... ............... in THICKNESS (nominal) = 8 8 12• 12 12 REBAR SIZE # 4 4 4, 4 4 REBAR SPACING = 16 16 16 8 8 in Lateral Load @ Section = 30 175 441 618 _ 826 # Moment.... Actual _ 14 200 796 1,323 2,043 ft-# Moment.... Allow. = 905 905 21074 2,814 2,814 ft-# Shear..... Actual = 0.3 1.9 3.2 4.4 5.9 psi Shear..... Allow. = 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result =' 0.094 0.313 0.459 0.553 0.816 Wall Weight 78.0 78.0 124.0 124.0 124.0 psf n : Modular Ratio = 25.78 25.78 25.78 25.78 25.78 Rebar Embed Length _' 12.00 12.00 12.00 .17.92 6.00 in .MASONRY STEM DATA............. .... ................ ... ......... . f1m =•.1,500 1,500 1,500 1,500 1,500 psi Fs = 20,000 20,000 20,000 20,000 20,000 psi ALL CELLS GROUTED ?Y Y Y Y Y y/n USE SPECIAL.INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM .DATA .................... . ........................... . f'c = 2,500 2,500 2,500 2,500 2,500 psi Fy = 40,000 40,000 40,000 40,000 40,000 psi ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ft ft-# # ft ft-# Active Soil Press. =,1063.4 2.81 2984.7 -- -- -- Soil over Heel = -- -- -- 927.5 3.38 3130'.3 Soil over -Toe _ -15.0 0.33 -5 Slo ed Soil @ Heel - -- -- -- P - Adjacent Ftg. Load = Surcharge Over Heel = -- Surcharge over Toe = Axial Load on Wall -- Load @ Proj. Wall = Averaged-Stem.Wts. _ -- Added Lateral Load - .Footing Weight = -- Key Weight _ -- Vertical Component of Active Pressure = -- -- 384.0 2.25 864 -- -- 801.8 2.19 1753 -- -- 600.0 2.00 1199.9 -- -- 200.0 2.25 449.99 Totals =1048.44 2979.7 2913.3 7397.3 Resisting Totals Used For Soil Pressure = 2913.3 7397.3 ` ---------------------------------------- -------------------- ---- 4 RETAINING WALL DESIGN --- (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----- ==---------------- Top .. . . . . . . . .Bottom 'N' Multiplier = 750 750 750 750 750 Center 'd' Modifier= 1.00 1.00 1.00 1.00• 1.00 Edge 'd' Modifier = 1.00 1.00 1.00- 1.00 1.00 Wall, Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 .2 i Y RE TA INiNG . WA L L DE TA IL PAGE 8 co HORIZONTAL STEEL #4's AT 24 "cc COMPACT BACKFILL + VERTICAL STEEL #4's A T 16 cc 2 3/4" CLR #4 DOWELS AT op 8 cc o N (3) #4's CONTIN. 30" #4's 2314 �- PROVIDE N DRAINAGE UNDISTURBED GROUND N (2) #4's CONTIN. 3" CLR 4 #4's AT 15"cc 12 21 i - - - - - --- - - - - - - - - - - - - - - - - - - -------------- ------------:---------------------------- ---------------------------- - - GENERAL TIMBER BEAM ANALYSIS & DESIGN Page ,7 ----------------------------------------=--------------------------g---- 2I DESCRIPTION >> >> ; -----=---- BEAM DATA ---- DESIGN DATA ----= ---- TIMBER SECTION _ ---- LOAD DURATION FACTOR= -1. BEAM WIDTH = 5.25 in USE BEAM WEIGHT, ? N •y/n BEAM DEPTH = 11.895 in REDUCE SHR BY, 'd' ? Y y/n LAMINATION THICKNESS in Fb - BENDING 2900 psi•(,L=-------- END CONDITIONS-------- Fv - SHEAR = 290 psi ((-i FIXITY CODE ----->> 1 << Fc - BEARING 750 psi J_U 1=Pin/Pin, 2=Fix/Fix ELASTIC MODULUS =2000000, psi p 3=Fix/Pin, 4=Pin/Fix BEAM DENSITY = 33 pcf N -5=Fix/Free -------- SPAN DATA-------===----------UNBRACED LENGTHS------- CENTER SPAN = 15.5 ft Le : CENTER SPAN = 2 ft- LEFT CANTILEVER = ft Le : LEFT'CANT. ft RIGHT CANTILEVER' = ft Le : RIGHT CANT.. = ft ------------------------------ APPLIED LOADS----------------------- --- ........Use '-' distances for left cantilever ! ......Uniform........ 4 x @ Center: .... Trapezoidal..... Dead = plf Live = pif Dead @ Left 112 112 plf @ Left Cant: @ Right= 112 88 plf Dead = plf Live @ Left = 560' 560 plf� Live = plf @.Right= 560 440 plf @ Right Cant: ...X-Left = 5..5 ft Dead = plf ...X-Right = 5.5 15.5 ft Live = plf Concentrated .... ..... ..... Dead = lbs Live lbs Dist. = ft Applied Moments .. Dead = in-# Live = in-# Dist = ft ---------------------------- SUMMARY---- ------------------------ -- USING: 5.250" x"11.88" Beam, Bending = 63.8%, Shear 36.39% Reactions: Dead Max*. Max. M+@ 7.6 ft = 19.0192 ft-k Left = 0.84 5.05'k ; Max. M-@ ft = ft-k Right = 0.77 4.64 k . Max ,@ Left - _ 'ft-k Deflections: Max @ Right = ft-k Center. _ -0.09 -0.56 in Max. Allow Moment = 29.8189 ft-k ...L/Deft.= 1992 332 ..Dist. = 7.69 7:69 ft fb : Max. Actual = 1,850 psi Left = in Fb : Allowable 2,900'psi ..L/Deft.= fv : Max. Actual _ •105.5 psi ' Right in, Fv : Allowable = 290.0 psi ...L/Deft.= Max. Shear @ Left = 5.05316 k Max. Shear @ Right = 4.64283 k Ck = .811(E/Fb)^.5= .21.30 Sxx - Supplied = 123.4 in3 Cs'= (LeD/B^2)^.5 = 4.67 Area Supplied = 62.34 in^2 Cf = (12/d)^.111 = 1.00 r . :. - i� ------------------------ ---------------GENERAL TIMBER BEAM ANALYSIS & DESIGN Q CJ -------- ------------------- ------------------------------------ ------ REQUIRED Sxx & Area ---==-, ------- ALLOWABLE STRESSES =----- Max. Center Mom _ 19.0 ft -k, Fb Fv' ....Sxx Req, _ 78.7 .in^3 Center,Span _ 2,90 ksi Max. Left Mom = ft -k Left Support _ 2.90 0.29 ksi ..Sxx Req'd = in^3 Right Support= •2.90 0.29 ksi Max. Right Mom _ 0.10 ft -k,', ..Sxx Req'd - 0.0 in^3 ---------- QUERY VALUES ---=----- Design Shear.@ Left = 6.4. kips, Left Center Right ....Area Req'd _ 22.,7 in^2 Dist. ft,, Design Shear @ Right 6.2,kips Shear = 5.05 k ,= ..Area Req'd _ 21.3 in^2 Moment= ft -k Def'l = in Brg Regld @ Left = 1.28..in .' ....,'Live Load Location .. Brg Req'd @ Right _ 1.18 in @ LEFT CANT. ? Y ....•. y/n Camber @.Left = in @ CENTER.SPAN ? Y y/n' @ Center = . -.0.14.` in @ RIGHT CANT. ? Y y/n @ Right= in --------------------------------- ---------------------------------------I-------------------------------- SQUARE FOOTING DESIGN Page - ----------------- --------------------------------------- DESCRIPTION »U�11.11%S C PitYt /d lLlnM �E�d.' ---- LOADING DATA ------------ ----- =-I-------I---------------I------- DEAD LOAD k 1.6t LIVE " k. 7.99 SHORT TERM ", k SEISMIC ZONE (0=wind) _ OVERBURDEN WT psf COMBINE LL+ST? y/n Y Y Y Y Y Y ---- FOOTING DATA ----- LENGTH & WIDTH ft / 2.5 THICKNESS in ` 12 # OF BARS 3 BAR SIZE# 4 COLUMN SIZE r in 5.5 _ f1c psi 2,500 3,000, 3,000 3,000 .3,000 3,000 Fy psi 40,000 60,000 60,000 60,000 60,000 60,000 BAR COVER - in 3 3 3 3 3 3 CONCRETE WT. pcf 145 145 145 145 145 145 ------SOIL DATA ------ BASIC ALLOW. -.SP psf 1,500 SHORT TERM MULT. 1 1.33 1.33 1.33 1.33 1.33 DEPTH BELOW SOIL ft INCREASES....:. PER FT DEPTH psf 300'. WHEN BELOW .... ft 1. PER FT WIDTH psf 300 WHEN WIDER-- ft 1 -- CALCULATED FORCES -------- ------- I ------=I ------ _I ------- I------ 7I Max. Static SP psf 1,679 Allow Static psf 1,950, Max. Short SP psf 1,679 + Allow Short Term psf 1,950 One Way: Allow ' psi 100.00 Vu/phi psi 8.94' Two Way: Allow psi 200.00 'Vu/phi psi 31.-22 Mn k-ft/ft' 6.85 Mu/phi:•Actual " 1.58 -- REINFORCING------ -------- ---=--I------- I_------I--=---I---�--- Actual Bar Depth in 8.75 8.75 8.75 8.75 8.75 8.75 MIN ALLOW. % STEEL 0.0014 0.0014' 0.0014 0.0014 0.0014 0.0014 200 /'Fy % 0.0050 Req'd Per Analysis. 0.0005, USE.. ..... $ 0.0014 In^2 Req'd per Foot 0.147 Total Req'd in^2 0.368 _- _ REBAR CHOIC��#4 -----I-------I--' ---I--------I.-------I------- .Quantity of • 3 #5 2 #6 #7 #8 #10 2 2 1 1 • 1 ' I I I I I------- -- w �- L. (,4+-2) (QC -It (cam 44- + Us 26Z,F/I fiL r 29Ply- LL +� Il�lh D' L =� 2soi6fi LL -f-AXASIA bL.. 7 V1qfLZ:D D lct� 4644) LL f 17 -- ( iy I -i)( ik,+ii) x (Lrot(8) + �ShzC 4of CNJ Lv 25Z OL { qS� LL 4 13�OL 2 -so Lc i2rOL4 27 ---4 UL U:o— . )h54 PL 4 �l i4s 1,L UDP- 3'S�II�c. 2.d D uJ �o� /�-�.� OCL ti- +: 11 + Nft s - 1 � Cay Lo z )3 t,�: -f- 3 ��sl �- lDL c kDe 13/4 X 1114 (c rlu(AYO 1 _� E UP ------------------------------------------- T I M B E R B E A M D E S I G N Page ------------- - -- - --- ------ --------------------------------- 2 Description » -- DESIGN DATA-+----1----2-----5-----�----6--Id--�----7---- TIMBER SECTION I --- ....Depth inj 14 11.875 11.875 11.875 ....Width inj 7 7 3.5 1.75 Le: Unsupp ftp 2 2 2 2 Fb - Allow psil 2,900 2,900 2,900 2,600 Fv - Allow psil 290 290 290 285 E ksil 2000 2000 2000 1800 LOAD DUR. FACTOR 1.25 1.25 1.25 1 Stress Ratio—0.776 0.817 0.394 0.725 -- I----- ----OK------ -OK--------OK4-------OK---- CENTER SPAN -- OK---------OK---------OK----- SPAN LENGTH ttl 20.00 20.00 8.50 10.50 UNIFORM DL plfI 518 252 522 308 LL plfI 536 560 563 132 " PARTIAL DL plfI LL plf X -Left ftl X -Right ftp POINT... DL #1 LL #1 X -Dist. ftp DL #1 LL #) X -Dist. ftl DL #1 LL #1 X -Dist. ftl DL #1 LL #1 X -Dist. ftl -- CANT. SPAN --- -----1----- ----2----- ---'3----- ----4----- 6 SPAN LENGTH ftl PARTIAL DL plfI - LL plfl X -Left ftp X -Right ftp POINT... DL #1 LL -#I X -Dist. ftp DL #1 LL #I X -Dist. ftp ---- RESULTS ---- I ----------- L---- ---------------- ----------�--- -�----------�--------- Mmax a Cntr in-kI 632.40 487.20 11.7.59, 72.77 X -Dist. ftl 10.00 10.00 4.25 5.25 Moment Q Rt in-ki REACTIONS... Left: Dead #1 5,180 2,520 2,219 11617 Live #1 5,360 5,600 '2,393 693 Right: Dead #1 5,180 2,520 2,218 1,617 Live #1 5,360 5,600 2,393 693 ---- STRESSES ---I-----1----- ----2----- ----3----- ----4----=1----5-----I----6----- 7---- Fb... Allow psis 3,563 - 3,625 3,625 2,439 i ------------------------ -•---------------------------------------------- --------------=--------------------------------------------------------- T I'M B E R B E A M D E S I G N ZI Actual psis 2,766 2,961 1,429 1,769 Fv... Allow psis 363 363 363 285 Actual psi 142 133 129 136 -- DEFLECTIONS ------------- --=---- - -- -----------------------=---=--�----------------- CENTER... Dead Load inj -0.582 -0.464 -0.063 -0.192 X -Dist. ftl 10.0 10.0 4.3 5.3 DL Ratio 412 a 517 1,625 658 Live Load inj -0.603 -1.032 -0.068 -0.082 ' X -Dist. ftl 10.0 10.0 4.3 5.3 ` LL Ratio 398 '233 1,507 1,534 Total Defl. inj -1.185 �,-1.496 -0.130 -0.274 X -Dist. ftp 10.0 10.0 4.3 5.3 Total Ratio 203 160 782 + 460 CANTILEVER... Dead Load ink DL Ratio 'Live Load ink LL Ratio Total Def L. ink Total Ratio �• =r-roc===oo=ecce=Looe==���=c=eae�a�=o=�=ov==a�oca�ee=woe==a:c=e=o=oeo�=cnooeo�o===ae=n==ooec== a • a „� ttvoa tq 3 2-I Lu -]SOX �' tX 12� Dom?, uao- ('3 C- 2, 2, Z2�'pc.. SCJ FbolWV(, 36� Gv10E.1 �9- 30” x 49��— �� I, ZLI I'l`-1 G c°t�Lt� S'>��L � n1 3d`' ��� ►� � @ C ��lt ���� CJ.���. , � � � 2� tiU�,c i i u� i i-iq �C n 4 C+ �, ��S % -----------------------------------------------------------------Page---' , __SQUARE FOOTING DESIGN -------=------------------------------------------------------ DESCRIPTION >> ----LOADING DATA ---- -------- ------- DEAD LOAD k 5.18 2.52 2.22 LIVE it k -5.36 5.6 2.39 SHORT TERM " k a SEISMIC ZONE (0=wind) OVERBURDEN WT psf COMBINE LL+ST?'. y/n Y Y Y Y Y Y ---- FOOTING DATA ---- . LENGTH & WIDTH _`ft 2.5 2.5 2 THICKNESS in 12 12 12 # OF BARS 3 3 ' - 3 BAR SIZE # 4 4 4 COLUMN SIZE in 8• 3.5 3.5 f1c psi 2,500 2,500 2,500 3,000 3,000 3,000 Fy psi 401,000 40,000 40,000 60,000 60,000 60,000 BAR COVER ' in 3 3 3 3 3 3 - CONCRETE WT. pcf 145 145 145 145 145 145 ----- SOIL DATA ------ BASIC ALLOW. SP psf 1,500 1,500 1,500 SHORT TERM MULT. 1 1 1 1.33 1.33 1.33 DEPTH BELOW SOIL ft 1 1 1 INCREASES......,, PER FT DEPTH psf 300 300 300 WHEN BELOW.-- .ft 1 1 1 PER FT WIDTH psf 300 300 ,300 WHEN WIDER... -- ftCALCULATED FORCES - ------ 1------ -- - ------ ------ll11 I� I - -I----=--� Max. Static SP - psf 1,83.1 1,444 1,297 Allow Static psf 1,950 1,950 1,800 Max. Short SP psf 1,831 1,444 1,297 Allow Short Term psf 1,950' 1,950 1,800 One Way: Allow -psi 100.00 100.00 100.00 Vu/phi psi 5.93_ 9.62 2.80 Two Way: Allow, psi 200.00 200.00 200.00 Vu/phi psi 24.35 32.73 16.20 Mn k-ft/ft 6.85 6.85' 8.51 Mu/phi: Actual it 1.32 1.55 0.81 ---- REINFORCING ----- ------- -I ------- I- ------ I -------- I --=---- I ------- Actual Bar Depth in 8.75 -8.75 8.75 8.75 8.75 8.75 MINALLOW. % STEEL 0.0014 0.0014 0.0014 0.0014 0.0014 ,0.001.4 200 / Fy 0.0050 0.0050 0.0050 Req'd Per Analysis 0.0004 0.0005 0.0003 USE ....... % 0.0014' 0.0014, 0.0014 In^2 Req'd per Foot 0.147 0.147 0.147. Total Req'd in^2 0.368 0.368 0.294 REBAR CHOICES ---- --------I-------I.-------I--------I-------I------- Quantity of: #4 3 3 2 ' #5 2 2 2 #6 2 2 2 #7 2 2 1 #8 1 1 1 #9 1 1 1 #10 1 1 1 I-----=-I-------I--------I-------I------- --.-------------------- RETAINING --- WALL ------------------.Page . DESIGN Factors of Safety:,' �(-� -/ -------- --- -------------------------- psf ..overturning = 2.52 ------------------------- 2,000 2 n- DESCRIPTION >> 1�- r:::h N iNL . L)J 1 UL 5.29 in in Max. Shear @ Toe = 4.34 psi Allow. Ftg Shear 85.00 psi Max Shear @ Heel = ----------------------------------------------------------------------- ---------- SOIL DATA ------------ psi 1 ,. --------- VERTICAL LOADS --------- ALLOWABLE BEARING 2,000.psf AXIAL"DL ON STEM = 176 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM _ 68 plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')_ 2,500 in ..SLOPE PRESS. = 1,808 pcf Fy 40,000.psi BACKFILL SLOPE _ Mu - Upward ft-#= .1 SURCHARGE OVER TOE = Min. psf (horiz:vert,O=Level) Mu - Downward ft-#= SURCHARGE OVER HEEL = •871 psf PASSIVE PRESS... = 350 pcf. ...RESISTS OVERTURNING ? 705 (871) SOIL DENSITY. = 100 pcf Toe Y y/n. SOIL HT OVER TOE = -- Toe -- in Heel Y y/n --------- LATERAL LOADS --------- # 4 @ - ------- ADJACENT FOOTING --------- Allowable psi= LATERAL LOAD ACTING ON --85.0 # 5 @ VERTICAL LOAD. = 23.31 lbs STEM ABOVE SOIL _ 3.50- psf LOAD ECCENTRICITY = 36.97 if 1.331 in Id' in= 8.50 FOOTING WIDTH = # 7 @ ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = 10.7 ft TOP OF FTG TO START = 48.00 ft" VERT. POSITION OF FTG. # 9 @ TOP OF FTG TO END = 48.00 ft ...Above/Below:[+/-]= ft #10 @ 48.00 " 48.00 SPREAD FOOTING ? Y y/n ------------------------- FOOTING DATA ------------------------- RETAINED HEIGHT = 5.5 ft TOE WIDTH _ 11ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 2 ft KEY DEPTH _ 12 in Total Width = 3.00 ft,. KEY WIDTH = 12 in KEY.DIST TO TOE = 0.83 ft THICKNESS = 12 in . Pressure @ Toe = 1,283 psf Factors of Safety:,' Pressure @ Heel = .81 psf ..overturning = 2.52 Allowable Press. 2,000 psf Sliding = 2.20 Ecc. of resultant = 5.29 in in Max. Shear @ Toe = 4.34 psi Allow. Ftg Shear 85.00 psi Max Shear @ Heel = ----------------------------------------------------------------------- -3.39 psi 1 ,. ------ SLIDING CHECK ------ Lateral Pressure _ 634 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 700 lbs SOIL TO NEGLECT = in -Friction = 692 lbs Factor of Safety = 2.20------ Add!1 Force Required '= lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press.,Mult. '---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,808 114 Fy 40,000.psi Mu - Upward ft-#= 810 Min. As Percent = 0.0014 Mu - Downward ft-#= 105 •871 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 705 (871) --------- Rebar Choices-------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 4.3 3.4 # 4 @ '16.81 in o.c. 15.04 Allowable psi= 85.0 --85.0 # 5 @ 26.05 of 23.31 Cover over Rebar in= 3.50- •2.50 #.6 @ 36.97 if 1.331 -.08 - 33.08-'d' Id' in= 8.50 9.50 # 7 @ 48.00 of 45-.11 Ru .= Mu/bd^2 psi= 10.8 10.7 �# 8 @ 48.00 " 48.00 # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 ' --------------------- RETAINING',, DESIGN -------------------------n 7,I ----------------------------- #11 @ 48.00 " 48.00 --------------------------- STEM DESIGN ------ `------------------------ <----------- Stem -Sections -------------> Top . .. . . . . . .Bottom WALL TYPE....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 1 DESIGN HEIGHT ABOVE'FTG. = 5 4 2 1 ft REBAR: O:Cntr,l:Edge ? 1 1 1 1 1 'd' FOR DESIGN _ 5.25 5.25 5.25 5.25 5.25 .DESIGN DATA... ..... ............... . THICKNESS (nominal) _ .8 8 .8 8 8 in. REBAR SIZE #' 4 4 4 4' 4 KEBAB SPACING = 16 16 16 16 16 'in" Lateral Load @Section 4 34 184 304 454 # Moment:... Actual = 1 ti 17 214 456 832 ft-# Moment.... Allow. 905 905 905 905 905 ft-# Shear..... Actual = 0.0. 0.4 2.0 3.3 5.0 psi Shear..... Allow. 19.4 19.4 19.4 19.4 19.4 psi ....Interaction Result 0.024 0.048 0.278 0.552 0.975 Wall Weight 78.0 78.0 78.0 78.0 78.0 psf n :- Modular Ratio 25.78 25.78 25:78 25.78 25.78 Rebar Embed Length 12..,00 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA... .. .. •••• .. ... .. • • .. ....... .... . f'm, 1,500. 1,500 1,500 1,500 1,,500 psi Fs 20,000 20,000 20,000 20,000 20,000 psi ALL CELLS GROUTED ?Y Y Y Y Y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in :CONCRETE STEM DATA... ... .•.. ••• .. ...... ... . f1c 2,500 2,500 •2,500 2,500 2,500 •psi .Fy = 40,000 40,000 .40,00.0 '40,000 40,000 psi -=---- SUMMARY OF FORCES & MOMENTS ------------------------------------ -<-Overturning, Moments-><- Resisting Moments -> Origin of Force; #, ft- ;ft-# # ft ft-#. ---------------- Active Soil Press. 633.8 2.17 1373.1 -- -- -- Soil over Heel = -- -- -- 733.3 2.33 1711.1 Soil over Toe _ -15.0 0.33 -5 Sloped Soil @ Heel -- -- -- Adjacent Ftg. Load = Surcharge Over Heel -- -- Surcharge'over Toe = Axial Load on Wall = -- -- 176.0 1.33-234.66 Load @ Proj Wall - _ -- -- -- Averaged Stem Wts. -- fi =- -- 468.0 1.33 624' Added Lateral Load -- -- -- Footing Weight = -- -- -- 450.0 1.50 674.99 Key Weight _ -- - -- 150,0 1.33 199.49 Vertical Component of Active Pressure = - -- -- -- Totals 618.75 1368.1 1977.3 3444.2 Resisting Totals Used For Soil. Pressure = 1977.3 3444.2 ----------------------------------------------------------------------- = RETAINING WALL DESIGN . ----------------------------------------------------f------------------- -� 2l (Vert. Component of Active Pressure Removed) E MODIFICATIONS STEM VALUE Top .Bottom " -------------------------------------- 'N' Multiplier = 750 750 750 750 .` 750 Center 'd' Modifier = 1.00 1.00- 1.00 1.00 1.00 Edge 'd' Modifier = 1.00 1.00` 1.00 1.00` 1.00 .Wall Wt..Multiplier = 1.00 1.00 1.00 1.00 1.00 Type: 1=LtWt,2=MedWt,3=NrinWt:2 2 2 2 2. 4 t { -------------------------------------------------------------------�� RETAINING WALL DESIGN Page --------------- - f''-nn-.''��----- ----------------------- DESCRIPTION >> YT ---------- SOIL DATA ---------- ----- fl VERTICAL LOADS --------- ALLOWABLE BEARING, 2,000 psf AXIAL DL ON STEM = 176 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = 68 plf .....MAX PRESS. = pcf '.,..ECC(Toward Toe='+')= in ..SLOPE PRESS. pcf BACKFILL SLOPE _ :1 SURCHARGE.OVER TOE = psf (horiz:vert,O=Level) SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 350 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf Toe Y y/n SOIL HT OVER TOE = in Heel Y y/n --------- LATERAL LOADS --------- ------ ADJACENT FOOTING --------- LATERAL LOAD ACTING ON VERTICAL LOAD = lbs STEM ABOVE SOIL = psf LOAD ECCENTRICITY = in. FOOTING WIDTH ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL ft TOP OF FTG TO START = ft VERT. POSITION OF FTG. TOP OF FTG TO END = ft ... Above/Below:(+/-.]= ft SPREAD FOOTING ? Y y/n ------------=-'------------ WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 4 ft TOE WIDTH 0.83 ft WALL HT. ABOVE SOIL= 0.5 ft HEEL WIDTH = 1.33 ft KEY DEPTH = in Total Width = 2.16 ft KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS = 12 in ----------------------------- SUMMARY ---=---------------------------- Pressure @ Toe = 1,027 psf 'Factors'of Safety: Pressure @ Heel = 70 psf Overturning 2.34 .Allowable Press. = 2,000 psf Sliding = 1.51 Ecc. of resultant = 3.77 in Max. Shear.@ floe = 1.44 psi Allow. Ftg Shear = 85.00 psi Max Shear @ Heel = psi ------ SLIDING CHECK ------ „Lateral Pressure = 375 lbs, FTG/SOIL FRICTION = 0.35 - Passive Pressure = 175 lbs SOIL TO NEGLECT = in Friction = 391 lbs Factor of Safety = 1.51 ------ Add'1 Force Required = lbs ------------=------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf 1,455 99 Fy = 40,000 psi Mu - Upward ft-#= 441 Min. As Percent = 0.0014 Mu - Downward ft-#= 7.2 169 OMIT SP UNDER HEEL? Y y/n, Mu - Design ft-#= 369 (169) ------ Rebar Choices------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 1.4 # 4 @ 16.81 in o.c. 15.04 Allowable psi= 85.0- 85.0 # 5 @` 26,.05 " 23.31 ' Cover over Rebar in= 3.50 2.50 # 6 @ 36.97 " 33.08 'd' in= 8.50 9.50 # 7 @ 48.00 " 45.11 - Ru = Mu/bd^2 psi 5.7 2.1 # 8 @ 48.00 " 48.00 #.9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 `---=^-------- -------=--------------------------- ----------------------- RETAINING - WALL DESIGN/ ------------------------------------------------ I ------------------ #11 @ 48.00 to 48.00 STEM DESIGN Adjacent Ftg. Load = Surcharge Over Heel -- -- -- Surcharge over Toe = Axial Load on Wall = -- - 176.0 Load @ Proj. Wall -- Averaged Stem Wts. _ -- -- -- 351.0 Added Lateral Load -- Footing Weight = -- - -- 324.0 Key Weight -- -- -- Vertical Component of Active Pressure = -- -- -- Totals = 360 620 .1116.3 Resisting Totals Used For Soil Pressure 1116.3 0 1.16 204.74 1.16408.33 1.08 349.91 1448.1 1448.1 <----------- Stem Sections -------------> Top . . . . . . . . . . . Bottom WALLTYPE....... -------------------------------------- 1:Mas,2:Conc,3:Not Used 3'. 1 1 1 1 DESIGN HEIGHT ABOVE FTG." = 5 4 2 1 ft REBAR: 0:Cntr,.1:Edge ? 1 11 1 1 'd' FOR DESIGN = 5.25 5.25 5.25 5.25 .DESIGN DATA... .. .. ...... ...... ..................... •. •• ..... THICKNESS (nominal) = 8 8 8 8 8.in REBAR SIZE # 4 4 4 4 4 REBAR SPACING _ 16 16 16 16 16 in Lateral Load @ Section = 60 135 240 # Moment.... Actual = 40 135 320 ft-# Moment.... Allow. _ 905 905 905 905 ft-# Shear..... Actual = 0.7 .1.5 2.6 psi Shear..... Allow. = 19.4 19.4 19.4 19.4 psi .:..Interaction Result = 0.024 0.079 0.190 0.401 Wall Weight _ 78.0 78.0 78.0 .78.0 psf n : Modular Ratio = 25.78 25.78 25.78 25.78 Rebar Embed Length = 12.00 12.00 12.00 6.00.in .MASONRY STEM DATA.............. ••... .......... .............. •1,500 . f1m = 1,500 1,500 1,500 1,500 psi Fs = 20,000 20,000 20,000 20,000 20,000 psi ALL CELLS GROUTED ?Y Y Y Y Y y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor - 1.00 1.00 1.00 1.00 1.00 in .CONCRETE STEM DATA... ....... ................ ....... ....... f'c = 2,500 2,500 2,500,• 2,500. 2,500 psi Fy = 40,000 40,000 40,000 40,000 40,000 psi ------ SUMMARY OF FORCES & MOMENTS ------------------------------- <-Overturning Moments-><- Resisting Moments -> Origin of Force: # ft ft-# # ft' ft-# Active Soil Press. = 375.0 1.67 625 -- -- -- Soil over Heel = -- -- -- 265.3 1.83 485.11 Soil over Toe = -15.0 0.33 -5 Sloped Soil @ Heel = -- -- -- Adjacent Ftg. Load = Surcharge Over Heel -- -- -- Surcharge over Toe = Axial Load on Wall = -- - 176.0 Load @ Proj. Wall -- Averaged Stem Wts. _ -- -- -- 351.0 Added Lateral Load -- Footing Weight = -- - -- 324.0 Key Weight -- -- -- Vertical Component of Active Pressure = -- -- -- Totals = 360 620 .1116.3 Resisting Totals Used For Soil Pressure 1116.3 0 1.16 204.74 1.16408.33 1.08 349.91 1448.1 1448.1 w------------- - --------- - ------------------------------------------ -------------- RETAINING ------------------------------------- WALL DESIGN -RETAINING 2�.. ' ---------------------------------------------------------------------- (Vert. Component of Active Pressure Removed) ` ----------------------- STEM VALUE MODIFICATIONS Top'. .Bottom 'N' Multiplier' = 750 750 750 750 750 Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge 'd' Modifier _ 1..00• 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 ,1.00 1.00 1.00• 1.00 Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2. 2 F r ; , civ) I 0 Ci - OF ell [a I I -i- LL�I � 'i.� (:.�0 SIV �.•'� u:� ► �b�fiN � c� 1J 142 1L C-f� 44- �U-�s , �C $7 cl(�Ls 463 tv. 'a x L1 2 3 ��0 2c7 ISS . GAIL C1U�`�ZQUIZiJ1 �� u 2 �L�1 LSU i2 Y8 SRI, L - , ITEKA. &4T'eo � �o L 3 Gid- 2k ooJEQ w2�j t roc® 4 u,) , ►P tz_X 222 L � 7Q-. --74�5 olog LT = IQ Po &Dowvj 11S-bu TN au"Aik" 2 4-+-s.S ficl F,� �- I l►�5 `�- 5TV( co ��. 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DC 4L0 0 SSS 2 z-)6 Io6: X8, .S/�i���. %!/SLS /�(/5�������• ��/�i✓�'°/°c�,, + 2/'�::Jl A'25-� + -S; I A t7X;;D(O� (z) -71 s POP OYO a r--Yl N aR -&,� -)1Z�0 (19) = vii 1 d' v CA) &JKLL/s 2OLf PULI US660 qA 6a S- i�tE� Com` Pia L-2- , Pzx6 -- 4 OPP U JAIL w PiL :2K I l2 2 4m Ls zVuc_Zo �X X'1 `S-- 1�K3281 4D)p--�f toy -X q <n Y,:( S�-- SCI 4 32Sx (G -qM, 72z cm lis y Q ,2 C I6gor- V= 4-K 7-252�;— eL X11 4- `7 DC 13 `1 cg,=. K L( + I qaWq/z4 TO .A 101 Ls �rLz — �f�12Vl�s ! r 1 I i 1 f � ! f . . a..-�•�.`.. W �.u.Lu[ ., n�au-. r4 rw rrar.+.n...., i.. . +. .. ........... _._u._.-_.-..--.. �....--..-- .... ..... .. .. .. .. ':eL�{a'�S �`f' _ ,. .. ... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 1724 SF Res. -B. Johnson Date. 07/24/96'-- Project Address........ ******* Documentation Author... Marty Runneiis I ***0* Energy Calculation Services 1907 Mangrove Avenue,, Suite D Chico, CA 95926 916-894-8466 Climate Zone........... 11 C 1 omp lance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96198S Wth-CTZ11S92 Program -FORM -CF -1R User#-MP1333 User -Energy Calculation°Servic Run -1724 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type... ......... Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories... Floor Construction Type.. Glazing Percentage......... Average Glazing U -value.... 1724 sf Single Family Detached New Front Facing 270 deg (W). 1 1 Raised -Floor 23.2 a of floor area 0.7 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame 7Plan rmit ;CeP Type Date Fie C ec Date omp lance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -96198S Wth-CTZ11S92 Program -FORM -CF -1R User#-MP1333 User -Energy Calculation°Servic Run -1724 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type... ......... Construction Type Building Front Orientation. Number of Dwelling Units... Number of Stories... Floor Construction Type.. Glazing Percentage......... Average Glazing U -value.... 1724 sf Single Family Detached New Front Facing 270 deg (W). 1 1 Raised -Floor 23.2 a of floor area 0.7 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Type Type R -value R -value Wall n/a R-13 _ R-n/a Wall n/a R-13 y R-n/a Roof n/a R-38..- R-n/a Floor n/a R 19, R-n/a Orientation Front Front Front Front Left Left Left Back Back Back Back Right Right Right Right Insul Assembly R -value U -value Location/Comments R-19 0.065 -FRONT, FRONT -LEFT Type LEFT, KNEE WALL, BACK :,Yes " BACK-LEFT,iRIGHT R-13 0.088 TO BASEMENT* R-38 0.025'VAULTED R-19 0.037 RAISED FLOOR FENESTRATION.. # of Area U- -Pan- (sf) ,Value es Inte o Sha jt De (ti`7) 2U.0 0.750 2 d (W) / 12 0 0.750 2Std (W) ✓ 20.0 0.550 2 p Std (W) ✓ 40.0 0.720 ��'' es.Std (N) J 40.0 0.720 a' r es.Std (N) 12.0 0.750 �"�� apes.Std (NE) ✓ 12.0 0 . 750 �,,+ apes . Std (E) ;/ 18.0 0 . 550 � .0 Drapes .`Std (E),,, 24.0 0.75 Drapes.Std (E),, 53.4 0.720 Drapes.Std (E) ✓ 15.0 0.756 2 Drapes.Std (S)t,- 53.4 0.720 2 Drapes.Std (S)15.0 0.750 2 Drapes.Std (S) ✓/•40.0 0.550 2 Drapes.Std (S) 25.0 0.750 2 Drapes.Std tNN -.-Over- IP .hang/ Framing Shading Fins- Type None :,Yes " Metal None _:Yes Metal None, None Wood ` ROLLDOWN`Bh":None Metal NoneYes. Metal None -Yes Metal None None Metal None -Yes Wood None--.. Yes Metal ROLLDOWN BL Yes Metal ROLLDOWNBL Yes Metal ROLLDO0 BLf-Yes Metal ,None None Metal None None Wood None None Metal 4, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.. ...... 1724 SF Res. -B. Johnson Date........ 07/24/96 MICROPAS4 v4.50 File -96198S Wth-CTZ11S92 Program -FORM CF -1R _ User#-MP1333 User -.Energy Calculation Servic Run -1724 SF Residence THERMAL MASS -Area Thickness Type Exposed (sf) (in) Location/Comments ,.InteriorVert Yes' '24 4:0 BRICK HEARTH. HVAC SYSTEMS Minimum Duct Duct Thermostat .Equipment Type Efficiency Location R -value ...Type t - ,Gas 0.80-0-AFUE-,; Attic R-4.2 Setback - AirCond--1-11'0-0 SSEEEER'\ Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation- Tank'Type Heater Type Distribution Type System Factor (gal) R -value St' rage Gas._ r_ ._ `Stand &=t , a y. �----- `+ 1; 62�EFr- 40 R=11 SPECIAL FEATURES/REMARKS, CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 ,� CF=1R Project Title.......... 1724 SF Res.-B.'Johnson Date........ 07/24/96 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to -implement, them. This_certificate has' been signed, by the individual with overall design responsibility. When, this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Name.:.. Marty Runnells -Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue',- Suite D ' Chico, CA 95926_, Phone.... Phone.'.. 916-894-8466 License. Signed.. Signed..;e"'Aezoa¢/9� ate 4• ate ENFORCEMENT AGENCY Name.... Title... Agency.. , Phone... Signed.. ' r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 1724 SF Res. -B. Johnson Date........ 07/24/96 ** Project Address........ ***** *v4.50* Documentation Author... Marty Runnelis ******* Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 916-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards Bui ing Permit Plan Check Date Field Check/ Date by Enercomp, Inc. MICROPAS4.v4.50 File -961985 Wth-CTZ11S92 Program -FORM -MF -1R User#-MP1333 User -Energy Calculation Servic Run -1724 SF Residence Lowrise residential buildings subject to the Standards must contain these'' measures regardless of the compliance approach used. Items.._.marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the_= permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the .mandatory measures*; whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce--''_ er ment- *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. ✓ =_ *150(c): Minimum R-13 wall insulation in framed walls. (does not apply to.exterior mass walls). v - *150 (d) : .Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 _ perm/inch. N A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured.fenestration products have label -with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150 (g) ,:, Vapor barriers mandatory in Climate Zones 14 and 16 only. - 150(f): Special infiltration barrier installed to comply with'.. Sec. 151 meets CEC quality standards. _ N A 150(e) Installation of Fireplaces, Decorative Gas Appliances. and gas logs 1. Masonry and factory -built fireplaces have: _ a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... 1724 SF Res. -B. Johnson Date.... 07/24/96 MICROPAS4 v4.50• File -96198S Wth-CTZ11S92 Program -FORM MF -1R User#7MP1333 User -Energy Calculation Servic Run -1724 SF Residence SPACE CONDITIONING, WATER HEATING,AND PLUMBING SYSTEM MEASURES Design- er 110-13: HVAC equipment, water heaters, showerheads and faucets certified .by' -the --- CEC.--.._ ._ ..... _... 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R=12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First'5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating i sections of hot water system. 4. Cooling system piping below 55 degrees insulated. S. Piping insulated between heating source and indirect hot water tank. w *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity -ventilating systems serving conditioned space have either automatic or readily accessible, -manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal•efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: 1 a. At least 36 inches pipe between filter and heater for future solar heating. . b. Cover for outdoor pools or outdoor spa. .3. Pool. system .has directional. inlets .and a circulation _.._.... pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non-el'ectrical.cooking appliance.. ,. with pilot < 150 Btu/hr.). o- Enforce =ment LIGHTING MEASURES Design- er 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. Enforce ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 1724 SF Res. -B. Johnson Date........ 07/24/96 ****** Project Address........ *v4.50* _ Documentation Author... Marty Runnells ******* Building Permit ' Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date: Chico, CA 95926 916-894-8466 Field -Check/ Date Climate Zone..... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MI.CROPAS4.v4.50 .File -.96198S Wth-CTZ11S92 Program-FORM.0-2R User#-MP1333 User -Energy Calculation Servic Run -1724 SF Residence MICROPAS4 ENERGY USE SUMMARY Building Type. .........'... Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin, Space Heating.......... 12.81, 15.34 -2.53 Space Cooling...... 14.24 13.61 0.63 Water Heating..... ... 12:97 11.02 1.95 Total 40.02 39.97 0.05 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area:.... 1724 sf Building Type. .........'... Single Family Detached Construction Type ......... New, Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number.of Building Stories. 1 Weather Data.Type.......... ReducedYear - Floor Construction Type.... Raised Floor ' Number of Building Zones... 1 Conditioned -Volume.......... 16076 cf. 'Footprint Area ............. 1724 sf _ Ground Floor Area... ...... 1724 sf - Slab -On -Grade Area......... 0 sf Glazing Percentage......... 23.2 % of floor -area-. Average Glazing U -value.... 0:7 Btu/hr-sf-F Average Ceiling Height..... 9.3 ft BUILDING 'ZONE INFORMATION - Floor # of Vent Special _ Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type .(Sf) (cf) Units itioned Type (ft), (sf) HOUSE Residence 1724 16076 _ 1.00 Yesf Setback 2.01 n/a COMPUTER METHOD SUMMARY - Page 2 C -2R Project Title.......... 1724 SF Res. -B. Johnson Date........ 07/24/96 MICROPAS4 v4.50 File -96198S Wth-CTZ11S92 Program -FORM C -2R = User#-MP1333 User -Energy Calculation Servic Run -1724 SF Residence ' OPAQUE SURFACES # of .Area Pan- Frame Surface (sf) es Type HOUSE 1 Window 2 Window 3 Door 4 Window 5 Window 6. Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Door 15 Window Surface HOUSE 1 Window 2 Window 5 Window 6 Window 8 Door 9 Window 10 Window Vent Open Type SC SC Interior U- Act Glass"Int Shading/ value Azm Tlt Only Shade Description 20.0 2 Area. U= Insul Act 12.0 Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE. Metal Slider 0.720 270 40.0 2 Metal Slider 1 Wall 277 0.065 19 270 90 Yes None FRONT 2 Wall 72 0.065 19 315 90 Yes None FRONT -LEFT 3 Wall 172 0.065 19 0 90 Yes None LEFT 4 Wall 49 0.065 19 0 90 Yes None KNEE WALL 5 Wall 52 0.088'13 15.0 0 90 No None TO BASEMENT 6 Wall 228 0.065 19 90 90 Yes None BACK 7 Wall 100 0.065 19 45 90 Yes, None BACK -LEFT 8 Wall 268 0.065 19 180 90 Yes None RIGHT 9 Wall 52, 0.088 13 180 90 No None TO BASEMENT 10 Roof 1182 0.025 38 270 10 Yes None VAULTED 11 Roof 576 0.025 38 270 14 Yes None VAULTED 12 Floor 1724 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of .Area Pan- Frame Surface (sf) es Type HOUSE 1 Window 2 Window 3 Door 4 Window 5 Window 6. Window 7 Window 8 Door 9 Window 10 Window 11 Window 12 Window 13 Window 14 Door 15 Window Surface HOUSE 1 Window 2 Window 5 Window 6 Window 8 Door 9 Window 10 Window Vent Open Type SC SC Interior U- Act Glass"Int Shading/ value Azm Tlt Only Shade Description 20.0 2 Metal Slider 0.750 270 12.0 2 Metal Slider 0.750 270 20.0 2 Wood Hinged 0.550 270 40.0 2 Metal Slider 0.720 270 40.0 2 Metal Slider 0.720 0 12.0 2 Metal Slider 0.750 0 12.0 2 Metal Slider 0.750 45 18.0 2 Wood Hinged 0.550. 90 24.0 2 Metal Slider 0.750 90 53.4 2 Metal Slider 0.720 90 15..0 2 Metal Slider 0.750 90 53.4 2 Metal Slider 0.720 180 15.0 2 Metal Slider 0.750 180 40.0 2 Wood Hinged 0.550 180 25.0 2 Metal Slider 0.750 180 90 0.88,0.78,Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std = 90 0.88 0.78 Drapes.Std 90 0.88''0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std _ 90 0.88 0.78 Drapes.Std 90 0.88 0 . 78._.Drapes'. Std 90 0.88 0.78 Drapes.Std _ 90 0.88 0.78 Drapes.Std 90 0.88 0.78.,Drapes.Std 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth*Hght.Ext Right Fin-:- Dpth Hght 20.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a - 40.0 6.67 ri/a 2.5 0 n/a n/a n/a n/a n/a- n/a n/a n/a -" 12.0 4 n/a 2.5 0 n/a n/a n/a n/a n/a, n/a n/a n/a 18.0 6.67 2.67 9 .5 13 4 -n/a n/a n/a; n/a n/a n/a 24.0 4 1 6 9 .5 5 9 n/a. n/a, n/a._ n/a n/a n/a 53.4 6.67 n/a 2.5 0 n/a n/a` n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY `Page 3 C -2R Project Title.......... 1724 SF Res. -B. Johnson Date........ 07/24/96 MICROPAS4 v4.50 File -96198S Wth-CTZ11S92 Program -FORM C -2R" = User#-MP1333 User -Energy Calculation Servic Run -1724 SF Residence Surface 11 Window 12 Window ' OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right 'Fin== Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght. Ext Dpth Hght 15.0 5 n/a 2.5 0. n/a n/a n/a n/a n/a n/a n/a n/a 53.4 6.67 n/a 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a; EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 4 Window 40.0 ROLLDOWN BLIND 0.20 10 Window 53.4 ROLLDOWN BLIND 0.20 11 Window 15.0 ROLLDOWN BLIND 0.20 12 Window 53•.4 ROLLDOWN BLIND 0.20 THERMAL MASS Area Thick Heat Conduct-. Surface Mass Type (sf) (in) Cap– ivity R -value Location/Comments - HOUSE 1 InteriorVert 24 4.0 21.0 0.59 R-0.0 BRICK HEARTH HVAC SYSTEMS =- Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 .0.830 AirCond. 11.00'SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS - Number Tank External in Energy Size Insulation, Tank Type Heater Type Distribution Type System "Factor (gal) R -value 1 Storage Gas Standard' 1 .62 .40 R-11 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.... .... 1724 SF Res.-B.'Johnson Date........ 07/24/96 D " -; e , f- AAA *v4.50* -il Documentation Author... Marty Runne s Energy Calculation'Services 1907.Mang?=e Avenue,. -Suite D Chico, CA 95926 916-894-8466 Climate zone ........... 11 Building PermitT Plan Check Date 'Fie Check/ Date Compliance Method ...... MICROPAS4 x4.50 -for 1995 Standards by Enercomp, Inc. ....... MICROPAS4.v4..,50* File -96198S Wth-CTZllS92'.Program-HVAC.SIZING User#-MP1333 User-Energy.Calculation Servic Run -1724 SF Residence GENERAL INFORMATION: Floor. Area ................. 1724 sf Volume ...................... 16076'cf Front Orientation.....:..... Front, Facing 270deg(W) Sizing Location........ ..•CHICO'EXP'STA Latitude... ......... .. 39.7 degrees Winter Outside Design..`.. 27 F Winter Inside Design........ 70 F. Summer Outside Design...... 102 F Summer Inside Design..:.... 78 Summer Range .......... ....... 37 F 'Interior Shading Used...... Yes Exterior Shading.Used ...... Yes Overhang Shading Used ...... Yes', Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling. Description (Btuh). (Btuh) Opaque Conduction and Solar ....... 8283 3730 Glazing Conduction ............... 11982 6688 Glazing Solar ......... I ........... n/a -6068 Infiltration ................ I ....... 10166 3340 Internal Gain ......... ........... n/a 2100 Ducts.. . ........... ........... 3043, 2193 Sensible Load........ .......... 33474 24118 Latent Load.... ..... n/a 482*4 Minimum Total Load 33474 -'28'9'41 Note,: The loads shown are only one of the criteria af f ect.ing, selection .of..,HVAC equipment. other relevant design factors . _.the such -air . flow requirements, outdoor design temperatures, __';�.as coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.. Cl LAND DEVELOPMENT BUILDING /ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building PermitOWNE NAMERS J")613(r)n. ?) I I NUMBER: D (D — a50 "� O PRINT LAST NAME FIRST COUNTY ZONING ` DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP 3%97 -A� DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES -NO COMMENTS/CONDITIONS: MAP INFORMATION: . 9/14/o3 93 S9 DATE OF RECORDING LOT 4, BOOK ! PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES X_ NO . IF YES, MARK APPROPRIATE -ITEMS) BELOW: A. Construct road to F B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 20 ft.building setback from right-of-way/coAt-erline of e V L_ — VJ — SflC 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a 100 ft. leachfield setback from L-1 tTTL ( CI-hC0 C2 j< �SeE 9 S M 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. ' 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile �r • homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D',(Thermalito Drainage District) fee in the amount of $ _,1:2 Mfeet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or -additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. � 21. G G E 9r M G-9 Fo✓t LL, —2CA /fMet"' LOCIA'11or-1 22 23. 24. 25 26 1\10 iine 40 K'Nn00 LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. * Please complete and return this,. information at . your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. �1 I personally plan to provide the ma or labor and materials for construction of the pr roperty improvement' ] NO[ ]. HAVE ] HAVE NOT[ j signed an application for a building permit for the proposed work 3. I have contracted with the following person . (firm) to provide the proposed construction: NAME:- ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate; supervise, and provide the major work: NAME•. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: �6 -7-- S>U DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. I M Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the ' entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildet" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own v work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sink rel Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. ON -Z -•may I ^f f` BUTTE COUN�Y SCHOOLS IMPACT' FEE CERTIFICATION FORM - '(One Form Per Building) : � s nn nn i{ �S'chool District OJ ( � Building Department No. A.P. NumberJurisdiction: City County • O w' Property Owner 9 Property Location/Address + Subdiviison Lot No. Residential Development -- U 4 No. of Living MHI Addition Units dimtrial' Sq. Footage 1-7 aq (Group R) A New Addition (IncludingExt( rRoofed Areas) e- 7-9b Building Department Representative s Y Date (Floor Plans reviewed by School District Personnel) District Identification No. 9P40� School District certifies that (,U (Applicant) PA &c 6 �S � (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ b representingB2920 , FULLA MITIGATION KSchool Dis r cteploentative. ,q` ,_� �a Date Paid by Check # Remarks: � , _ e Bank Numbertb� a' Paid by(Cash) 00, 0 C) 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) feeformmk, (11i94)dmm t n Sq. Footage 1-7 aq (Group R) A New Addition (IncludingExt( rRoofed Areas) e- 7-9b Building Department Representative s Y Date (Floor Plans reviewed by School District Personnel) District Identification No. 9P40� School District certifies that (,U (Applicant) PA &c 6 �S � (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ b representingB2920 , FULLA MITIGATION KSchool Dis r cteploentative. ,q` ,_� �a Date Paid by Check # Remarks: � , _ e Bank Numbertb� a' Paid by(Cash) 00, 0 C) 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) feeformmk, (11i94)dmm r l COUNTY OF BUTTE DEPARTMENT OF DEVElOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER . P. No. NO J' Proposed Building Use . Building Inspector C%Date '7 44 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 plan4 3. Complete plans, 3/4 sets, signed by preparer of plans. 6. . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans.��6: Uf3. 5. Hazardous Material Form . ...............:...... 6. Energy Design Compliance and supporting documentation.9,%,. 1� ....�� ........ . /7. Statement of Intent for Non -Heated and A/C Buildings . ...................... toff 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 baypproval/fdes�2M�24�. 13. Flood elevation letter (100 year flo,9 by California Engineer. .. ............ . 14. Sanitation and plot plan approval Health Department. ... ....... . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ X18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for to Building Inn re for p 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 you issue the �g mi r cess as follows: Ma ow. er. Mail to contractor. Telephone 7Jif ' isp.�� and hold for pickup at office. Deliver with inspector. Other Parcel Creation -Alo Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT P,EFjJ,r'T NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.3 OL ZONING OWNER PHONE NO. L MUAWsBegzay OWNER'S AD ESS Z16 X5-6 �L ^IN D940cs t. Rd,¢n . Six x"; . LOCATION O BUILDING V&— — • . USE OF BUILDING SIZE OF STRUCTURE �O X S d = _®O SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME--X,-STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE 6Z Sb e.Y ESTIMATEDCOST OF CONSTRUCTIONL. $ r/� r—y AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT IQ2s SIDES �C7� REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial"building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. 1 Date l� —4-0 7 Signature of Owner T Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. DSo z, --z; Director of Public Works By Date White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant s TO: Building. Department FROM: Environmental Health. SUBJECT: Sanitation Clearance 63 -QT-0 Owner / Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for —'!3 bedroom home. Other Hold final for: Final clearance O.K. for: 141, Environmental H,&Ith Specialist 8/92 Date e I11 1 Environmental Health JUN 5 ice.. Chico, CaliforniaSMOKE AL ARMS Provide s/no/re a/arms in each hedroom Der code. A/so is ha// ou /side each hedroom. 7 f 4- •'1 � - I Provide 1ac6 /r posts Pr o v idle yirOle I. p/oce Joinls oyer pose. .p ••e Pro v i de 4x /2 OF -- -� L• 0--- A •2dh/r headers un/ess ae Provide 6x/2 OF ao>ed o/her,wise. 2dG lr headers. -7"P7 .27--------- Z $O FT Ht/�T Ls/ /ii O FIRST .FLOOR uvt�BA r�'�^� .lPB: 1164 so FT — i3�� a rt DBCX ARBA.- 495 SO FT /fOJIOI I Y/ III r. r! n�• !« 4 A./ / wr ••wl•f ►, •4 ...•f. wI �. r« 4•w« .. by�ll Nf• • ../� i 1� r.�ii •"�Q�l ,'; °off: �5:: ��� b.���fy.N.ilr .� _ _ ^,"` S.✓...��'.`,"'.`."/.:: �«.�}:,I ti .,.� '�:� �.•., , . S c a 1 e . 114 - '0 1 4.; COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 AGRICULTURAL BUILDING EXEMPTION PERMIT :��C v P RNI I T NO Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. `This structure shall not be a place of human habitation or a place of employment'where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. . ASSESSOR PARCEL NO.ZONING �r OWNER PHONE NO. IAL0_/12 OWNER'S AD ESS /yiq/lJN4 J9bVJr4%S: ROAD 6o .e Fri LOCATION O BUILDING USE OF BUILDING a Avi /—'"- SIZE OF STRUCTURE " X l _ _ �DO SQ. FT. TYPE OF CONSTRUCTION: 1 WOOD FRAME __X_ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: FRONT SIDES REAR _ AG Buildings shall be a minimum of five (5) feet from any septic tank or leach elds. AG Buildings less than 1000 sq. ft. in floor area shall be cat nimum of 6 Idence, 10 feet from a mobilehome, and 23 feet from a commercial u Idin . AG Buildings greater than 1000 sq. ft. in floor areas I d a in.imum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial buil e i ' I declare under penalty of perjury that the building wd/Ue Wised as stated above and the proposed use conforms with the AG Building definition. If any Chang ,In use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date l�'^47 Signature of Owner Permit Fee - $25.00 The above described AG Building is exempt from a building permit. Receipt No. 0320z_� Director of Public Works By --- -- --------- Date Ad 414- . It -.ti`,f• 4 N 89025'48"E 617.70 2558.22 1940.52 ' 591.2 i 667.18 _ _667d4 _ _ _ 1334. �'�_ _ _ _ - _ 22 ►`' 591.43 ' N N 24 Ln �� 2i O O 259 J2 I ( 3) `0 39.92AC `OI p to ko 21.42 20.00AC o @$/ 200 O� N 2598.07 00 p p M 2S rn N 1304 1 � � `� -. 622.73 2 1 39.97AC 0 I 20.65AC 20.98AC • / 2 � J s�� •� � .. 0N O . �::Nw 31 D. 42 ^ � 23 .. tnl � i � 28 <. W 10.00AC ' \ 1 'a 40.044C to co 21.55A 1 _ j PM 93-592 r- �s 1257.68 ` \ 1 o; �^ 10. 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