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069-030-003
n f 69-03-03 PAUL ER 151- Beck rth--Way; lot- 5---KROrovi:l Consr: Paul er Const Permit#680-84B,P, (new single roily - _ YM 69-03-3 �//9 /p+� Permit#887-85B e.newal/680-$�+> 69-03-03 ' ContPaul Tyler P it#1079-86B(2nd renewpl/680-84) 069-030-003 03-2284 HOOK,TODD 6151 BECKWORTH, OROVI QED RE-ROOF a s� �a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - UILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone 530) 538-7541 PER?&,T NO. ( Rev. 12/96) APPLICATION AND PERMIT n1..79f A ASSESSOR PARCEL NNU—MBBERR�_��/� C'39 -030—M ZONING Ir -1 BUILDING PERMIT OWNER }- C TELEPHONE SO. Fr, OCC. BUILDING VALUATION ADD OWNER'S MAILINGG ADDRESSS '.151 R; f :' '`'MTr; 11AV _ fi"1MM I.F' A5QA�, 38 M 2280.00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 22CO.00 ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS,;V.�Vr\TCI UAY, 01MUE Energy Plan Checking Fee $ $ PERMIT FEE $ 14. (1'J LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other'40 Describe Work: RERMF WCX}vT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2ooAORIFSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. •, / License Class ( I / Lic. No. - 71 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r l E < e- 11, / 1 r. • `f t , C. Main Service To 1000A 46.00 NEW CONST. DWELLING UP. SO W OR ADDNS. 8 acC. BL DS. 3.5¢x. NEW CONS MULTI -OUTLET IpµgESID, 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. ouTLF-roR FLxTUREs 20 Q' 00 Ex. Occup. BAL_ @ .so Ex. Occup. OFurLEEDTSA Aa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number / (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X -- ( / Date 1 r' I 1 D� _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent j An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 74.00 HAZ. D PEES IMP FLOOD CDF PARCELPD HD ISSUE x This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. `,• 3 r• Li By Date PERMIT EXPIRES �ON ' �� ' G� Date Receipt No. '35010/o74. GO WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -03=2224 ASSESSOR PARCEL NUMBER 069-030-001 ZONING 'RT -1 BUILDING PERMIT OWNER TODD HOOK TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 6151 T 95966 38 SQ 00 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 2280.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS 6151 BEIZ WOURTH WAY OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 74.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF )tl Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other)7 Describe Work: P,ERC)OF u.11'IiMP Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service OooOR LESS zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ull for and effect. License Class — Lic. No. d g�QC �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 V/performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for wktvp this permit is issued. My workers' c mp nsatiyynn'' insurance carrier �a¢ pJoli mber are: Carrier /} G007 Main Service 200A TO t000A 46,00NEW CONST. DWa U_NG UP. SO OR ADDNS. ( Acc. BLDS. 3.5QFT; MULTI-OUTLET @7.50 iNjOµpESID T. POWER APPARATUS a SINGLE OlmEr cIR. Ex. Occup. OUTLET OR FIXTURES BAL @ "00 Ex. Occup. DFIxLI sRES GER,, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections nieedriorbe completed ff 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' compensatio laws of California, and agree that if I should become subject to the IN co ensation provisions of section 3700 of the Labor Code, I shall forthwith ly with those provisions. X Date Signat alicant - ❑ Owner Contractor ❑ Agen An OS A pe mi is required for exccavations over 5'O" deep and demolition or constructionDateof structures over 3 stories in hei ht. Mobile Home Installation Fee $ Energy Inspection Fee $ neroccCONST. TYPE TOTAL FEE $ 74.00 HAZ. D. FEES IMP I FLOOD I COF PARCEL I pD HD ISSUE �' This permit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work 4indit a for which fees have been paid. PERMIT EXPIR N Defe Receipt No. _385010/$74.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i PERMIT NO. 680-84B, P,E,M PERMIT EXPIRES OWNER PAUL TYLER ' CONTR. Paul Tyler Const e ASSESSOR PARCEL 6903-03 LOCATION 6151 Beckwourth Way,lot 5, KR#6, Orc _ .E� ,.s !I �f .fir • F i 7tt' iI i OFFICE COPY iAddress _ Meter By ELECTRIC Date :. Meter By Date Temp. Power Pole • rl- Called PG&E `! Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E l rs JOB FINALED (Date) Signature i • t: y i PERMIT NO. 680-84B, P,E,M PERMIT EXPIRES OWNER PAUL TYLER ' CONTR. Paul Tyler Const e ASSESSOR PARCEL 6903-03 LOCATION 6151 Beckwourth Way,lot 5, KR#6, Orc _ .E� ,.s !I �f .fir • F i 7tt' iI i OFFICE COPY iAddress _ Meter By ELECTRIC Date :. Meter By Date Temp. Power Pole • rl- Called PG&E `! Temp. Elec. Service Called PG&E Temp. Gas Service Cal led PG&E l rs JOB FINALED (Date) Signature i • t: - F V = OK 0 = Not OK y - = Not Applicable MOBILEHOMES y = Not Ready MISCELLANEOUS • - Date MOBILEHOME UTILITIES (Plans) OK except N's Date DECKS; COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements :J 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3, Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails .4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5, Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /".L"ft./ P, LPG 7. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors' ; 7. Elec. �- Card -BI Date Card -BI c , Date t. Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date _ POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability t 3. Gas; MH Test -Demand -Valve -Connector 3.• Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI ) 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI j 6. Water; MH Test -Regulator -Connector .6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ' 7. Water and Sewer Connected -C/0 to Grade -HD Approval, ` 8. Gas and Electricity Tagged' 9. Exits; Insp.-Sketch 7• Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater t -8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes- E n*c'losures- Pane I boards -Ins. to Main in Conduit 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test r Card B-1 Date Card -BI Date t Card -131 Date - Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date v' = OK` 0 = Not OK -'- Not A-pplicable = Not Ready RESIDENTIAL (Single and Duplex), (NOTE: Anentrymust be made each time youvisit jobsite) Date UNDERFLOOR Plans OKexcept#'s Date FRAMING Continued 1. Zoning requirements -Setback E ments iL L /t%p" C 48 roperty Line Firewall & Openings 2. F ., Main; Soils -Steel -EI rn .- /" Ftg. Depth 4Q� t. Doors -One 3' -Check Garage -3rd story, 2 exits t.Ajg., Garage; Soils -Steel- / /" Ftg. Depth lairs; Width -Headroom -Rise -Run -Landing -Fire Protection 74, 4. Porches, ,Decks; Soils -Steel- / /" Ftg. Depth 5lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. e% -ails / Steel -Bloc kouts-Wrapped-Slab iding-Nailing-Veneer St ills, G rage; Steel- Blockouts-Wrapped-Slab 53. fStucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7., s -Fireplace Ftg.-Steel 5$/t`II"g Area -Glass Protection -Skylights -Plastic 5U r Walls; Nailing -Bolts D.W.V.: Fall-Fittings=Test-2 way C/O -Sewer Test 9. Gas Pipe; Size -Anchors nt5wla icee., 1Q�_Wa r ipe; Test -A ors -Regulator -Seryl est 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. Ilk 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI ate Card -BI Date Card -BI V3P Date e% 21A Card -BI Date -t �,j�epk-l" „i Card -BI Date - %'Card -BI Date , C BI ate.t - C- Date G 3 _cj- Date FILIAL (Plans) OK except #'s Card-BI JKVDate Card -BI Date Date PLUMBING (Permit) OK except #'s qfExt. Steps -Door & Sidelight Protection -Landings 57. Smoke Detector _ 1 er Ht.; Vent -Access -Combustion Air 'Furnace; Vents -Clearance -Comb. Air -Connector - .In Garage; Above Floor -Ducts -Meth. Protection pb< Be m Exiting 1{S --Water Pipe; Test & Anchors -Nail Protection Test-Fttngs & Anchors -Nail Protection _t�_W.V.; 17.1 Shower Pan; Test, First Floor -Tub Access - F.I. & Bath Fixtures & Tub Access 18.Test Tub & Shower, 2nd Floor -Tub Access 61. lec. Trim & Subpan Break ab s _- 19. _Gas Pipe; Size & Anchors L 9e ' Stairs & Rails /_63 --Fireplace or Stove; Clearances -Hearth _ 64 d -Panel; Int. & Ext. Card -BI Date�/r�-3 Card -BI Date Fixt. & Appliance; Grnd - - ing Clearance Card -BI Date—' Card -BI Date (6C/Elec. Outlets & Recepta es at K ounce Date ELECTRICAL P&fFit OK except #'s Garage Fire Door; Swing -Lan t 8 A.C. Duct in Garage -Damper 2ff'Fixture & Transformer Clearance -Ins. Protection 9. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Meth. Protection Alec. Spacing -Lights & Switches at Doors _Receptacles . Size Boxes & No. of Conductors -Stapled 0, Plb., Elec. &Mech. Equip. Listed for Location Romex Installed Close to Edge of Studs & C.J. 1. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. - _Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water le 2. Insulation -Foam -Looked in Attic ❑Yes ji73- Guard Rails &Deck Construction -Post Caps Appliance Circuits in Kitchen & Conductor Size 26. Subfeed Wire Size /-1 a. Cu or AI-A.C. Wire Size /r/ ga. or Al 4. Fdn. Vents &Crawl Hole or -Drainage & Wood -Earth Clearance Looked under Floor Yes 27. Range Circ. / $ / ga.bor AI -Oven Circ. / / ga. Cu or AI, —_ Insulated Neutral ]Yes lrl o' _ _28. Service -Riser Conductors & Ground -Main Disconnect 75. Following instld.: Drive Yes C] No; Walks [_j Yes ❑ No; Planters Oyes ❑No 7 - - -_ 24 -.Equip. Clearances; Panels-Motors-Mech. Equip_ F�'Z;IK,C. Unit; Disconnect-Clrnces r. Cond. Size -1 15V, Outlet - 30-6 ethes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. -- --- -- - - ------ -----_Water ------ - Card B -I Date�� _ Card -BI _ Date Card B -I Date ICard-BI Date i Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground a Ventilation throughout House Glass Protection DateMEC NICAL ermil, OK except #'s 3. Correcti ns from Previous Inspections lectric — -_A.C. Ducts:(PInsulation &Support 8 Water & Sewer Connected -C/O to Grad!kHaoKjpprovg 32. Vent Fan; Exhaust above Insulation _Condensate Drain _& Overilow; Size & Grade . Energy Compliance Certificate -Other Certi 34, Furnace -Vent; -Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card-BIDate l Card -BI Date Card -BI Date Card -BI Date Card -BI bate Card -BI Date Card -BI Date Card BI Date Card -BI ate Card -BI Date Date FRAIy G(PIWs�) OK except #'s Comments at Final: — —Sills; Proper Material & Anchors (� _ _ 43?�Walls; Studs -Nailing, Spacing _& Bracing -Plates_ -Sound 8, -,gearing Walls over Girders & Floor Nailing-- — 39� Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub �- G�y 8d! Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors 3. CIng. Joist-Rltr. Ties-Purlin-Roof Brac. russ Shthnp.-Ring. 44�.l<�Eireplace Ties or Type A Flue -Fireplace Throat 46 Access; ccess; Size & Rom ex Protection -Draft Stop -Ins. Baffles 0f./Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions_ 46IGarage Fire Protection Framing " (NOTE: Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS c 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 0 -c WNE PERMIT NO. A routine inspection ' dicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of vjork is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Y1 t 1 4L (1 .. _ t Inspector_ '• s Inspector_ "�'-- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico —Phone: 891 2751 7 County Center Drive, Orovi Ile Phone: 534-4541 'Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 ,.- CORRECTION NOTICE Q#NER PE A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is -completed. .If you have any question pertaining to this• matter, or .need .additional explanation please contact this office_ Immediately. 4 r r I y _ Inspector %�f '� J�' �"�`" — Date �'� ° COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE uLI- .t A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ,matter, or need additional explanation, please contact this office Immediately. LI &M L Inspector1- r Date J r CJ Owner: - I lclln'it tV_ ENERGY C E R T I F ICAOT IUN Beckworth Way.' Kelley Ridge, Oroville LOCATION A. P. No. . DESCRIPTION OF INSULATION ROOF Mgterial' Thickness (inches) EXTERIOR WALL Material�iiberlas� Thickness(incties) Tia CEILING Batt or Blanket Type „ Thickness(inches) ` C) Loose Fill Type Fi e—r ass Minimum Thickness (Inches) ��— Area covered(fD) 141C FLOOR, ELEVATED Material Fiberglass Tliickness(inches) FLOOR, SLAB Material _ ThIckness(inches) Width(inches) FOUNDATION WALL Material Thickness (inctie's) Brand Name Therml Resistance (R Value) Brand Name(,Prta i n4;PPr9 _ T{iennal Resistance(R Value) Re_9(y_ Brnnd Name Thentual Resistance(it Value) .Brand Name Certainteed Insu sa—fe III rNumber of Bags Wt. per ba—lbe 1.Thermal Resistance(R Value) Brand Name Certainteed 'Thermal ktesis0lice(!t Valur_)�Ra FBrand Name Thermal Resistance(K Value)_______ ,Brand Name _ .Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of Calif x EnQMy Requirements. lation Inc. _ 37P407 _ STATE CONTRACTOR'S LICENSE NO. TURE OF INSTAO ATION 4-25-86 DATE I hereby certify the above insulation and all required items as shown on the Building, Department approved plans and at:tuchments Liavc bcen installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by tile. State of California.. FIRM AME/OWNER (Please print) SIGNA.TU E OF T RAL NTItACTOR 014K.R STATE CO RACTOR'S LICENS9 NOc g I DATE'R THIS CERTIFICATE MUST BE ON FILE WITH THE MUILDING DEPARTMEMr. PRIOR TO FINAL INSPEG"r ION APPROVAL AND A COPY SIW,L BE POSTED WITHIN THE BUILDING .' January 1984 COUNTY OF BUTTE - DEPARTMENT' OF PUBLIC WORKS 7 County Center Drive - Oroville, California 55965 - Telephone 916/534-4541 APPLICATION AND PERMIT tv PERMIT 7NO.clA ASSES g PARCEL NUMBER 7 —03—o3 ZO IN BUILDING PERMIT CZ OWNER.PAUL _r L� / .7 �H%33t� VALUATION SO. FT. OCC. BUILDING VALUATION 2334;7/ (Jq � OWN�EJ M (LING RESS .7��` c�l� C Z/nA',`nJ/.TP�i,�/���% if/I�L� ,r � t 0 CONI 1f. .Q 'S NAME, i�� /�/ "/IT--�I V! I 0&/ /� / p 22]� 154f _//jNJ�/_✓ nom, v W ��Q� CONYT$L//7J(JC//T/LR'S Mev{/'/G ADDRES©194S PP. Vi/[ C.�{iC.i (%1 �C�J /1TV Fireplacero CONSTR TION LEND UNKNOFWN Total Valuation $ 7_, vo Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR EN R LICENSE NO. Plan Checking Fee $ �Gjr PentSfty .G. $ /Is- SPermit ARCHITECT OR ENGINEER'S MAILING ADDRESS Permitfee $ BUIy. IDDRE�j����O��� y � U (D/ rJ T PLUMBING PERMIT Filing Fee 10.00 Each Trap f3 2.00 :22 ao &oar Water Heater /115+T PUA 20.00 W- 00 40F100ailt Water piping 5.00 V0 LOT NO. 5 SUBDIIISIIONPAME `'�i+� 60 PARCEL MAP 6-6-61 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 �/ USE OF STRUCTURE SF FI Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 S,00 Mobile Home S G W 10.00e TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: Permit Fee $ ,p0, Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS10.00 100 AMP OR LESS I oa Main service EA. ADD'L 100 AMP ESQ 2.50NEW CONS. WELLING 0 OR ADD( ACC. BLDGS. �J 21h2sq It J3/ D CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession y Cod and m license is in full force, and effect. License No.g 11 Classification R ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for said. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. U TI -OUTLET 2.50 ea NON-RESID BRANCH CIRC TS- NEw CONSTR. ( POWER APPARATUS &') NON-RESID, SINGLE OUTLET CIR, 20Q50C Ex. Occup(o XD OR FIXTURES BAL030 A FIXED APP LNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 lO.C9v Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 0 r Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating '60 0 06 1 G-00 b6ptr v"P. Cooling A T Hood 3.00 t� Ventilation permit Fee $ �OCi Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all I abil' ' s, Jud ents, co , and expenses which may in any way accrue against s id oun c rise ence of the aranting of this permit. X Date — 9—� Signature o Applicant — wner ❑ Contractor ❑ Agent ❑ An OSHA permit is required or excavations over 5'0" deep and demolition or construct- ion of structures over 3 stori s in height. Mobile Home Installation Fee $ EV -4 IV //JS P. 4�0 TOTAL PERMIT FEE $ / �78/•is oc :P GROUP I TYPE OF Co ST. PAR,CE'JPD HD ISS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 3" :;Li-?�1 , ?f/ Receipt No. DZ WHITE-D.P.W., YELLOW-ASSeSSOR, INK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CA.L-IFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER A -A A. P. No. 6 /'UJB 'CJ Proposed Building Use— Permit se Permit Fee Based Upon;. Complete Contract Price DPW Valuation /�--- Other (Explain) Building Inspector / Date 3`g' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED -APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate/triplicate. . . . . . . . . . . 3. Complete plans in duplicate./triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . % 9. Letter of signature authorization .X� � � i r_ 1.0. Sanitation approval from AI E61 � Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner[], Mail to owner ❑•) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. Pre -Inspection for RequiredPre-Inspec. request to . 13 Id;n9j est , (Dote) Other.��o�-/i-"� When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone I- /330A'�_ and h�for pickup at office. Deliver w/inspector. Other Xvz7 d Applicant \t 1 /f Date "c c -- Copy of plans sent Health Dept., Fire Dept., Other �� Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other f py ,49 Date Plans checked by Date Plans approved by Date ,27 Other: Copy—DPW Telephone 533-2000 North Burbank Public Utility District 1960 Elgin Street OROVILLE, CALIFORNIA' 95965 DISTRICT APPROVAL AND 126-83 VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be'submitted-to the Butte County Department of Public Works - Building Department prior to issuance of a building or occupancy permit, whichever is applicable. ; Prior to final approval by Butte County of a Building or an Occupancy Permit, a : copy of this verification form, signed off by North Burbank Public Utility District, must be submitted to Butte County. 'Applicant: PAUL TYLER Applicant Address: 5299 Royal Oaks Drive,- Oroville Applicant Phone No.. 5894-1330 Property Location (s): 6151 Beckwour.th Way, •Oroville Kelly Ridge Estates .Unit 6, Lot 5 A. P. No. (s): 69-03-03 Fees Paid: ALL FEES PAID Application for service approved: North Burbank August 30, 1983 - Public Utility District Inspection(s) made and successful test(s) observed: Location: Dater f -By: ' North Burbank Public Utility District release to close permit: Date: By: .. s� Y . , y_�_.T.. � r .��_'�, •` 0'71 . LUFIIBER SPECIFICATIONS- p...: - A. •� ---k MEMBER FORCES:FROM LEFT TO RIGHT[ TOP CHORD 2X6 •2 HEM-FIR,- ' •� I TOP CHORD BOTTOM CHORD WEBS REACTIONS •2 DF-L T'I• b28 B 1= -596 W 1= -191 W 7a -24b REACTION o 10= 1243 lc I 120OF-1.2AMSR HEM-f IR Y: T 2= 628. B 2= 1611 N 2- -2421 N 82 -12526 REACTION 0 14= 1352. � } /.��W, 7 3= -1676 8 3 1518 N 3= -28 N 90 BOT CHORD .2X9 ■2 HEM-FDR � CONSTR..DF-L T 4= -1249 B 4= 1379 N 4= 132 WIG- -2159 BEARING AREA REO'D (SO IN) ( r'iJ: ria 0 0. � + T 5 -1249 B 5= 1133 W.5= -423 W11a -191' BEARING 0 10 3.07HF/ 1.99DF JJ ST NOA D O MSR HEM-F.(R i �_ -1765 B 6 -721 N 6= 505 BEARING o 14 3.34HF/"2.,16OF WEBS 2X4 STANDARD OR STUD MEM-FIR PLATING IS FOR R-5000 SERIES / HF MSR T 8= 761 TRUSS LORDING ICON I) J� NOTE[ LOCATE INTER-PANEL SPLICES AT I/S LL+DL ON TOP CHORD— 23.0 PSF 9�F C''VIL ���• PANEL`LENGTH +/- 6 INCHES FROM DL ON CEILING = 10.0 PSF w EITHER END OF THE PANEL INDICATED. TOTAL DESIGN LOAD = 33.0 PSF w w 5 PSF CEILING REDUCTION TAKEN(5/8' DRY WALL) OF AU NOTE[ 1X3 CONTINUOUS LATERAL COLUMN BRACINGTC CONC VERT LL OF 138.0 LBS AT PANEL POINT 1 I ATTACHED TO WEB WHERE INDICATED BT C-3. '~Y TC CONC VERT LL OF 138.0 LBS AT PANEL POINT 9� LORD DURATION INCREASE - 1.25 GOND. II: Dutch Girder with 8-3" T ON-CENTER SPACING 24.0' setback from the end Wall + 2x4. CONST HF +. Aw. Two complete trusses.required. Join ;t _ t-ogether with 16d 'nails `staggered.l$t 0 12" o . c. throughout F COND. II b. - - .1/. PLAT[ 11167101to 90 DEG. k: ALT.. 3'=6"* Stub, ' E SPLICE E 1 � Y C 2495 21445 4060 - t` 7,'4060 v. *_, •2x Nailer 2490 ^'' 2475 1630 �.: 1630 Iz k + ; 2445 ! 2485 x - 2445: 7[ 2475' . 2445 >. X490 y .SPLICE 'ti'° SPLICE 2475 3'260 3260 '�. 27'7' 3' �B.0' �. 41'-5.0' OVERALL SPAN t 7Pu<N o 8_5. ARE OF PRIME OUAL17Y 20 ANO ISGR.-.GRLVRN12E0 SMEE7 rFNFRRi NnTFs. [UNLESS 07HERWISE SPE.-j iEvl ' -\16559 !`-LL : 0 APE ?151 ]N[:JI5HED AS FOLLOWS: P': G If- 1H PER 50.1N. .12 7.41' LONG. TEETH ARE PUNCHED TWO PER HOLE AT J. INSTALLATION IS ENTIflEL7 THE RESPU!:S!S1L1TI OF THE RESPECTIVE HOLES RP.E !N LINE. CONTflRCTOR. f=500:: ii• T°EIR Wi=n id IN. .10'7.32- LONG. TEETH FIRE PUNCHED TWO PER HOLE R7 -2. ALL BRACI'4L IEMPORAP•7 AND PERMANC••'. TJ RESIST LATERAL i I' 1 L C a T-41 _ _ _ ` - HHES ARE -1N LINE. TRU SW A L FORCES TO BE CESiGNED ANO PRDv10E5.c! OTHERS, [?llcilE'.°: ISA :"r.EC3Al R-SOOG CONNECIOP WITH EYERI THIRD ROW OF TEETH FIND MOLES 3.' OESIGN ASSUMES H; 1='D. SYSTEMS ENV IRCNMEN i, •DRI CONDITION' P- OP = .. :N NONCORROSIVE O C4i % i _ !f7-)T; PLATES ,!!RLL 9_ LOCRIEC DN 90TH FACES OF TRUSS AND PLACED 50 THEIR ® 4. OE51GN ASS MIS LATEPAL SPACING ? ,° C.OR.D. 12' OC i77iE5 Cu ia�: GE ALTS .HINT CENIERLINES. UNLESS OTHERWISE NOTED. 80770M CHCAC, •� DES _ NEO 3 • . 1, : '. ix7:CATE J �F PL A77 IN INCHES. 5. DESIGN ASSUMES FULL °ERRING Al S -'R.S. Sld:M DR WEDGE IF `' �--L BE ''P MINIMUM GRAOE 7 SPECIES RS NO'1E0. 3D50 E. HIRALON.^+ NECESSAAI. µµ• I!�.-5 F2R MAT SE. SUBSTIT0TE0 NMEAE HEM-FIR IS SPECIFIED. 83850 E . CP. 92005 6. CAMBER TRUSS 70 L/720 BEIWEEN SUFP�=1< C0 0 E_: 78 ri _ 1. ADEOURTEORAINAGE 15 ASSUMED. -- Flt 'C' PIOiSAIES•IS GA. SICCA USED. ALL OIHERS ARE 20 GA. B. IMPACT BR IOGING 08 LATERAL BRACIN5 -!COMMENDED WHERE SHOWN... !;Bill C 5.6N-NBLUES. SEE !.L. F,. U. RR.1607. R-7/19/84 TIS MIKE SCHENCK <4103� I 40 gvee vet 40 i / � r 1 � r _BAY SPAGNG 2 m 118 GIRT LINE w a o . � SPAN .5O . U •' • USE MATRX REACTIONS LL ¢ DL WL ¢ DL � 2� 1.2'� . 5, Lig._:' (k�i►-�n • Lc�',-) • �, ►'` 315 CONNECTIONS: BASE ('jP g I 0 _ KNEE N • MELD�i • PEAK OTHER Q P. FlS----7-t K.S. B�' �L i A -LUMBER SPECIFICATIONS TOP CHORD 2Xb •2 HEM -FIR ■2 DF -L 1200E -1.2E MSR HEM -FIR BOT CHORD 2X4 CONSTR. HEM -FIR CONSTR. DF -L 120OF-1.2E MSR HEM -FIR WEBS 2X4 STANDARD OR STUD HEM -FIR PLATING IS FOR R-5000 SERIES / HF MSR NOTE: LOCATE INTER -PANEL SPLICES AT 1/5 PANEL LENGTH +/- b INCHES FROM EITHER END OF THE PANEL INDICATED. `. ` MEMBER FORCES:FROM LEFT TO RIGHTr r % '.... •.. '':_ .7�': TOP CHORD BOTTOM CHORD WEBS T REACTIONS 1= 951 B 1= -902 W t= -993 W 3= -125 REACTION o y= 679 / .. T. 2= 0 B 2= -126 W 2= 136 REACTION o 5= 116BEARIN �.:'•: RE5 .''•'•''' , ` BEARING 0RR4R 68HF/1,09DF L.i., ;' '/'' BEARING o 5 0.29HF/ 0.19DF X' TRUSS LOADING (CON 1)[ ; �f a'- �'� U LL+DL ON TOP CHORD = 23.0 PSF DL ON CEILING - 0 P F TOTAL' DESIGN LORD = 33.0 PSF w w 5 PSF CEILING REDUCTION TAKEN(5/8' ORT WALL) TC CONC VERT LL OF 138.0 LBS' AT PANEL POINT I LOAD DURATION INCREASE = 1.25 ON -CENTER SPACING = 24.0' L /11, /Ijo ... _ r L)r CFLtiF�� . - ALT.36tt Stub, Plates in ( )-. ALT. 48" T0. 24" Stub, Plates in [ • _n n " 08 Le [ 1630 ] (� r j2 `jam (��� •: � -H. ; �' 1 J (2445)- . ^.o „ A'+e.. �1 " 29y5 '# 12 I I '2445 2445 24 5 rr I ( [2445)- i 11'-9.0" OVERALL SPAN A _- TRIIRWA1 r TfIa .R-5_ ARI OF PRIME QUALITY 20 AND 16GA. ..GALVANIZED SHEET r, NFRR YOTFR- (UNLESS OTHERWISE SPECL°:EO1 STEEL AND ARE B15TINGUISHED AS FOLLOWS: ` 1 5 9 6 6 MNRFI .R: 8 TEETH PER SO IN .12"X.41" LONG. 7EE7H ARE PUNCHED TWO PER HOLE AT I. INSTALLATION 15 ENTIRELY THE RESPONSIBILITY OF THE RESPECTIVE 10"X.25" O.C. HOLES RAE 1N LINE. r CONTRACTOR - R -5000: IC iEE7H PER 50 N. .10"%.3Z' LONG. TEETH ARE PUNCHED 7N0 PER NOLE. AT 2. RLL BRACING• TEMPORARY AND PERMANENT. TC RESIST LATERAL L E _ 3 8 - 4 - 3 3 , � %. 75" O.C. HOLES ARE IN LINE. T R U SW R L FORCES TO BE DESIGNED RNO PROVIDED BT OTHERS. - Ht: -PLL: 15 R SPECIAL R-5OU0 CONNECTOR N1TH EVERT THIRD ROW OF TEETH AN HOLES SYSTEMS -1 L'M S 3. DESIGN RS SIIMES "ORT CONDITION" OF UiE iN NDNCORROSIVE Otlt T if,p, EN'l I ROtJMEt77. I' a C. 7,; i 218'' O5iT1+P+R;-: RLATE; SHALL BE LOCATED ON 807H FACES OF TRUSS ANO. PLACED SO THEIR 4. DES -N RS;UMES LATERAL BRRCING AT 3' OC TOP CHORD. 12' OC ET!T EnI???f'S CO1t IUF. A1TH JOINT CENTERLINES. UNLESS OTHERWISE NOTED. BOT'C rp.CA7. O1;IT5 L'I`J 1'PIE SIZE OF' PLATE IN INCHES. S. OE51G❑ r 55UME5 FULL BEARING FT SU?A„RTS. SMiH OR WEDGE 1F U''r i:R; SH'ILL Cr KINIHUM .RADE 6 SPECIES AS NOTED. / � " MECESSRfi'!. - o-l.PJ11GL R5 FiR MR't O_ SU 557.1 TUTEO WHERE HEM -FIR 15 SPECIFIED. r 3850 E. HIRflLDH(1 6. LAMB` -R TRU<-5 70 L/72O BETWEEN SUPFORTS. /" ;ANAHEIM. CA. 92806 - " 5"FFii 'G 't:OiCRTEB_l6 GA. STOCK USED. ALL CTHERS ARE 2O7GA. -/ 7. AOEUUR?� DRAINAGE 15 ASSUMED. FCR Jaili"DE`.ICN _VALU_S. SEE I.C. B.O. RR -1607. / iY ,B. IMPACT RIDGING OR LATERAL BRACING ;ECCMMENDEO WHERE SHOWN. -- v •� MIKE SCHENCK: i .. E LUMBER SPECIFICATIONS MEMBER fORCES:FROM LEFT TO RIGHT( TOP CHORD BOTTOM CHORD WEBS REACTIONS TOP CHORD 2X6 92 HEM -FIR T 1- 1849 B 1= -1800 N 1- -64 W 4" 136 REACTION o 5= 937 �'- - •2 DF -L T 2= I856 B 2= Ill N 2= -2094 N 5= 83 REACTION o y 957 O�iUFE.�.)1 120OF-1.2E MSR HEM -FIR a v BOT CHORD 2X4 CONSTR. HEM -FIR T. 3= -107 B 3= 0 N 3- 21 Q ��•� Q`� CONSTR. DF -L BEARING AREA REO'D2.31H (SO -IN) 1.50DF BEARING o S 2.31HF/ 1.500E 1200E -1.2E MSR HEM -FIR BERRING o 4 1.13HF/ 0.730E WEBS 2X4 STANDARD OR STUD HEM -FIR i n PLATING IS FOR R-5000 SERIES / HF MSR GIRDER LOADING ICON i) , C LL+DL ON TOP CHORD - 0.0 PLF LL+DL ON BOTTOM CHORD = 0.0 PLF hA + �, TOTAL LORD = 0.0 PLF ,A• TC'TRIA OL INCR FROM 0.0 TO 135.0 PLF. FROM 5.2 TO 16.6 ' TC CONC VERT DL OF 423.0 LBS AT PANEL POINT I J:. BC TRIR DL INCR FROM 0.0 TO 35.0 PLF. FROM 5.2 TO 16.6 K rY LORD DURATION INCREASE 1.25 N0TE1 1X3 CONTINUOUS LATERAL COLUMN BRACING QTTaCWEO TO WEB WHERE )WDICQTED BY Cm:). + C OF C'.� _ 40120 211 w }� - - .dam" • i } 63z, 1 ` .5660 _ 1 2460 :1 X211 Y ..2.62© �. x '.4060. r 4045 a 32601 .4„ ; PROVIDE F L B-EA�RINNG' i 2 L. I V -S 2" 1/ R 1 6 3 3 4 16"334 ' 7RRSUAi rnuNFr_05 -R-S. RAE OF PRIME OUALI7Y 20 RHO ISGR. -GALVANIZED SHEETf.FNF STEEL AND ARE DISTINGUISHED AS FOLLOWS-- OLLOWS: nnnFl 2n• B TEETH PEA SO IN ..12"X.41" LONG. TEETH ARE PUNCHED TWO PER HOLE AT 10"X-25" O.C. HOLES RAE 1N LINE. R -5U00: 10 TEETH PER SO. 1N. .10'X.32" LONG. TEETH ARE PUNCHED TWO PER HOLE AT -x•T5" O.C. MOLES RRE T RUS W A L R_R N� niFc, (UNLESS OTHERWISE SPECFlE01 1. INSTRLLRTIOH IS ENTIRELY THE RESPONSIBILITY OF THE RESPECTIVE CONTRRCTOR. 2. RLL BRACING. TEMPORARY AND PERMPNENT• TU RESIST LRTERRL .0 FILE* H C G - 5 / 1 1 - 2. 8 - 2 8 IN LINE. RN rSYSTEMS FORCES TO BE DESIGNED AND PROV10E0 BT HERS. ,C -PIAS : IS A SPECIAL R-5000 CONNECTOR WITH EVERY THIRD ROW OF TEETH ANHOLES3. 7:llTIEO. DESIGN ASSUMES "ORI CONDITION" OF e5E 1N NONCORROSIVE - ORT E 7/ 1 7/84 POSITIONING: PLATES SMALL BE LOCAIED ON BOIH FRCES OF TRUSS RNO PLACED SO THEIR ® ENVIRONMENT. 4_ DESIGN ASSUMES LRTERRL BRAD NG AT :4' OC TOP CHORD. 12' OC Lz TFRLTAES COINCIDE WITH JOINT CENTERLINES. UNLESS OTHERWISE NOTED. BOT OM :.HORD. DES I G N E D 8 T : M S DIGITS INDICATE SIZE OF PLRTE- IN INCHES. 5. DESIGN ASSUMES' FULL BEARING AT SUP;,^RTS. SHIM DR WEDGE IF LUMBER: SHALL BE OF MINIMUM GARDE 6 SPECIES AS NOTED. - NECE55AP.Y. CODE: 7 8 UJUULRS FIR MAT BE SUBSTITUTED WHERE HEM -FLA 15 SPECIFIED. 38SO E. MIRALOMA ANAHEIM. CA. 92806 6. CAMBER TRUSS TO L/720 BETWEEN SUF°OPTS. _ ' •• 3UFF'IX "G" INDICATES IS GR. STOCK USED. ALL OTHERS RRE 20 GA. 7. AOEOURTE DRRII:rGE 15 ASSUNEO. • FOR BASIC DES)GN.VALUES. SEE 1.C.B.O. RR -1607. 8. IMPACT BRIDGING OR LRTERRL BRAIih� REL^nnEN0E0 WHERE SHOWN. MIKE SCHENCK "203, Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 84- 7423 FOR RESIDENTIAL DEVELOPMENT OFFICIAL RECORDS Section 26-8.1 of the Butte County Code requires this acknowled �r}>f it COUN}Y-CAta' be recorded prior to issuance of a building permit. Pi1FiTY. SHO N The property described herein is adjacent to land or includeNAR 15 10 07 AM 1984 within an area zoned for agricultural purposes, and residents o property may be subject to inconveniences or discomfort arising0W R cC0163lR D�rc�(- RtiC(1itiJER the use of agricultural chemicals, including, but not limited to herbicides, pedK£oides, 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 zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: I of 5, as sllown on thrnt c'ertnin rflrnh entitled,"I<I;L,L}' lill)rB ESTATES UNIT NO: 6", which rnaU ��;rs filed in lhv� office of the Recorder of the County of Butte, State of (:nlifornia, February 6, 1979 in hook 66 of Rlaps, at Mages 61 and 62. 'I'nGl:'I'lll:lt 1Y11'11 a.n r\;���nr^nl furintr ;res and Of-rrC-q.q 1111d oses over, 'Ieross and under a strip of IrInd the uniform width. of tw��ntvt,feet l ]'ving Nolity rthwesterly ly nf. rfdjaccnt to and pnI.;Illel with the Southeasterly boundary line of Lot 6 in said Kell Ridge i:stntes Unit G. y Date: ' State of ) County of ) OP RT 0 S:VL LLJ 4 y,c "nrisb 11 13 On this the day of b0' bie SS. me, the undersigned Notary Public, personall a e red , personally known to me. / / Proved to me on the basis �O of satisfactory evidence. to be the person(s) whose names) _ • subscribed too the within instrument and acknowledged that o executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. ,=inBUTTE SEAL CLAY n -CALIFORNIA rn BUTTE Countypires Dec. 19, 1986 O Notary Publ' Present A.P. No.� S U3 END OF DOCUMENT O F CAL\\ ALT. 36 Stub, ; Plates in ( ) ALT. 48" T0. 24" Stub Plates in ir '- - L,, J,'1 .. o' 0830, L t [.1630 ] [24451 -8.0" "J. 1.1'-9.0OVERALL SPAN ' R — 1 5 9 6 6 TRRSWA rnNYFCTaRS w8-5. ARE OF.PRIME OURLITY 20 AND 18GR. —GALVANIZED SHEET STEEL ANO ARE OISTIHGUISHEO AS FOLLOWS: MnnFl Pn. 8 TEETH PER 50.IN. .12"X.41" LONG. TEETH ARE PUNCHED TWO PER HOLE AT ..10"X.2S" O.C. HOLES ARE IN LINE.. R-50004: 10 TEETH PER SO.IN. ]0'X.32- LONG. TEETH. ARE PUNCHED TWO PER HOLE RT X_75.50 CSPF O'ES ARE IN LINE T R U S W A L r.FNFA�ND7Fs. (UNLESS OTHERWISE SPECT;:E01 1. INSTALLATION )S ENTIRELT THE RESPOI:SIBIL17Y OF THE RESPECTIVE CONTRACTOR. 2. ALL BARE ING.TEMPORARY AND PERMANENT. TO RESIST LATERAL LUMBE,.± SPECIFICATIONS MEMBER FORCES:FROM LEFT TO RIGHT, TOP CHORD 2X6 •2 HEM -FIR c' "TOP CHORD BOTTOM CHORD WEBS REACTIONS SYSTEMS` •F -L 2 :T I= .951 B'1'= '-902 W-1= -993 W 3= -125 REACTION o 4= 679 ® I20OF-1.2E MSR HEM -FIR JL S'I T 2= 0 B 2= -126 N 2= 136 REACTION o 5= IIb BOT CHORD 2X4 CONSTR. HEM -FIR CONSTR. DF -L BEARING AREA REO'D ($0 IN) - 120OF-1.2E HSR HEM -FIR r J D E 78 BEARING o y 1.68HF/ 1.09DF WEBS 2X4 STANDARD OR STUD HEM -FIR TRUSS LORDING (CON 1) BEARING 0 5 0:29HF/ 0.19F PLATING IS FOR R-5000 SERIES / HF MSR LL -DL ON TOP CHORD = 23.0 PSF _ FCR ids1C DE` i r•H. v RLUNS. SEE 1.C. B. O. FIR- Ibn 7 1 B. IMPRCi 9RIDGING OR LATEARL BRRC I NG. nE C OMMENOED WHERE SHOWN.+w OL ON CEILING = 10.0 PSF DES'PSF =3TRKEN(5/8' NOTE( LOCATE INTER -PANEL SPLICES AT 1/5 5 PSFACEILINGNREDUCCTIONLOAD DRT WALL) PANEL LENGTH •/- 6 INCHES FROM TC CONC VERT LL OF 138.0 LBS AT PANEL POINT I EITHER END OF THE PANEL INDICATED. LORD DURATION INCREASE = 1.25 ? Y ON -CENTER SPACING = 24.0' O F CAL\\ ALT. 36 Stub, ; Plates in ( ) ALT. 48" T0. 24" Stub Plates in ir '- - L,, J,'1 .. o' 0830, L t [.1630 ] [24451 -8.0" "J. 1.1'-9.0OVERALL SPAN ' R — 1 5 9 6 6 TRRSWA rnNYFCTaRS w8-5. ARE OF.PRIME OURLITY 20 AND 18GR. —GALVANIZED SHEET STEEL ANO ARE OISTIHGUISHEO AS FOLLOWS: MnnFl Pn. 8 TEETH PER 50.IN. .12"X.41" LONG. TEETH ARE PUNCHED TWO PER HOLE AT ..10"X.2S" O.C. HOLES ARE IN LINE.. R-50004: 10 TEETH PER SO.IN. ]0'X.32- LONG. TEETH. ARE PUNCHED TWO PER HOLE RT X_75.50 CSPF O'ES ARE IN LINE T R U S W A L r.FNFA�ND7Fs. (UNLESS OTHERWISE SPECT;:E01 1. INSTALLATION )S ENTIRELT THE RESPOI:SIBIL17Y OF THE RESPECTIVE CONTRACTOR. 2. ALL BARE ING.TEMPORARY AND PERMANENT. TO RESIST LATERAL FI -LEI: f I -L E t CEJ -3/8-4-33x NI+•n LIO CONNECTOR WITH EVERT THIRD ROW OF TEETH AND HOLES FORCES TO 8E DESIGNED AND PROVIDED dT OTHERS. '- 7/ Gn 117 E^.' SYSTEMS` 3. ENSIGN P.S SUMES DRY CONO.TION- OF UiE 1N NONCDRAGS 1YE ENV 1 RO::MEIa. : 2/84 POSITIP,A R7_; afq;ES SHALL BE LOCATED ON BOTH FACES OF TRUSS AND PEALED SO THEIR EYE CI"u 5 ® 4. DESIGN gSSUMES LATERAL BRACING FT :• OC TCP CNORO. ]t' OC JL S'I CUED RY: M! iC11:;:IDE W11H JD1N4 CENT'cRLINES. UNLESS OTHERWISE NOTED. OISITS INOICHTE Si?E OF PLRiE IN INCHES. BOTTOM CMCRO. ` _ SHR.. LUMP°R: ?E r,F MINIMUM GARDE a SPECIES AS S. DESIGN R9SUMES FULL BEARING AT 5UFPCR:S. SHIM GR WEDGE IF r J D E 78 USuL•LRi FiA nRY 6E SUBSTITUTED WHERE HEM -FIR 75 SPECIFIED: 15 SPE 3850 E. HIRALOMA NECESSPA.f. 6. CRnB'A TRUSS TO L/720 BETWEEN SUFFII "G" INOI:PIES 18 GA. STOCK USED. ALL OTHERS ARE 20 GA. ANAHEIM. CR. 92806 SUPP09TS. 7. AOEOUgTE DRAINAGE IS RSSUMEO. _ FCR ids1C DE` i r•H. v RLUNS. SEE 1.C. B. O. FIR- Ibn 7 1 B. IMPRCi 9RIDGING OR LATEARL BRRC I NG. nE C OMMENOED WHERE SHOWN.+w MIKE SCHENCK <4099> d LUMBER' SPECIFICATIONS MEMBER FORCES'FROM LEFT TO RIGHT[ HEM -FIR TOP CHORD BOTTOM CHORD WEBS REACTIONS TOP CHORD 2X6 22 HEM - •2 HEM -DF -L T 1- 1849 B 1= -1800 N 1- -64 W 4■ 136 REACTION o 5= 937 S T 2= 1856 B 2= III W 2= -2D94 W 5= 83 REACTION o 4= 457 OQ�1F�•�'��QE . 1200F -1.2E MSR HEM -FIR T 3= -107 B 3= 0 W 3= 21 Q BOT CHORD 2X4 CONSTR. HEM -FIR BEARING AREA REO'D (SO IN) Lt. CONSTR. DF -L 'I�i • VRC F ' BEARING o 5 2.31HF/ 1.SODF Cv (J' 120OF-1,2E MSR HEM -FIR BEARING o 4 1.13HF/ 0,73DF WEBS 2X4 STANDARD OR STUD HEM -FIR �� C`�7 PLATING IS FOR R-5000 SERIES / HF MSR GIRDER LORDING (CON 1) t LL+OL ON TOP CHORD = 0.0 PLF LL+DL ON BOTTOM CHORD - 0.0 PLF TOTAL LOAD = 0.0 PLF t D, L-3, A TC TRIP DL INCR FROM 0.0 TO 135.0 PLF, FROM 5.2 TO 16.6 TC CONC VERT DL OF 423.0 LBS AT PANEL POINT 1 -_` BC TRILOAD DURATIONFROM INCREASE 0.0 TO 3=5'025LF, FROM 5.2 TO fb.b 5',2.2' .,r 1 P-5.2' 16'-7, 3' OVERALL SPAN R — 16 3 3 4 TRURWRI fMNNE"naa "R-5: RPE CF PRIME OURLIT7 20 AND 18GR. —GALVANIZED SHEET nflSTEEL RNOARE OISIINGUISHED RS FOLLOWS: nFl ;'n• 8 TEETH PER SO:IN. .12'x.41" LONG. TEETH ARE PUNCHED TWO PER HOLE AT 10'X.25' Q.C. HOLES ARE IN LINE. - A-5000: ]D TEETH PER SO. ]N. 10'X.32" LONG. TEETH ARE PUNCHED TWO PER HOLE AT 5•x•75' T RUS W AL GENERAL 1. 2. NOTE- [UNLESS OTHERWISE SPECiF1E01 _ INSTALLATION 15 ENTIRELY THE RESPONSIBILITY (IF THE RESPECTIVE. CONTRACTOR. _ RLL BRACING. TEMPORARY AND PERMPNEH.. TO RESIST LATERAL FILE u C H C G - 5 / 1 1 - 2.8 - 2 8 O.C. HOLES RPE 1N LINE. RN-PIRTF F0flCE5 10 BE DESIGNED AND PROVIDED 9Y OTHERS. 15 A SPECIAL R-5000 CONNECTOR WITH EVERY THIRD ROH OF TEETH AND HOLES3. 71ITTEO. S Y S T DESIGN aSSUnES "DAY CONDITION" OF USE IN NCNCORROSIvE ' DATE 7/-17/84 FO51710NING: PLATES SMALL BE LOCATED ON BOTH FACES OF TRUSS FIND PLACED SO THEIR ® q. NnENT. DESIGN ASSUMES LRTERRL BRACING AT :,• OC TOP CHORD, 12' OC LE TFRCTAES COINCIDE WITH JOINT CENTERLINES. UNLESS OTHERWISE NOTED. BCT70M "MORO. DES 1 G N E D 3-1: MS DIGITS INDICATE SIZE OF PLATE IN INCHES. 5. DESIGN nSSUMES FULL BEARING AT SUP:'DRT5. SHIM OR WEDGE 1F LUMBER: SMALL BE OF MINIMUM GRADE 4 SPECIES RS NOTED. NECESSAR7. CODE: % $ T-MULA5 FIR MAT BE SOa5TI T UIED WHERE HEM -FIR I5 SPECIFIED. 3850 E. MIRpLOMp ANAHEIM. CA. 92806 6. CAMBER iRU55 TD Li720 BETWEEN SUPPORTS. •+ 3UFF"IX 'G^ INDICAIES 18 GA. STOCK USE%. ALL OTHERS ARE 20 GA. 7. 8. FDEDua7E ORAI,:nGE IS ASSUMED. iMPACI 0 10—NG OR LATERAL BRRCIrj 5EC^eMENGEO WHERE SMO"N • FCR BASIC DESIC* VAL!IE S. 5EE I.C.8.0. flR•1607. MIKE SCHENCK <42031 :.f ���� - t � i • i ;' ' i';... � _ '� _ 1 '. � ��� . � ... i. r . I ��'��f A. GENE -RA -r---- v oning requirements �luation. Sig re by R.C.E. RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) (sideyards and parking). or Architect (if required). .B: PLO LAN 1. Complete parcel size and dimensions. Setback$, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Bldg. A. P. Permit # �k x°47 3-03 41.4 91 �iGe-j 'Y- 6, -eta C. FLO LAN�!'L, Iothplete to scale. plan with dimensions. R quired windows for light and ventilation (Sec. 1405).!' Required windows for second exit (Sec. 1404). .Allowable glazing -for energy requirements (20% max. per,State law). Q� � 04 �Ol �-�.,,.a.quired uman impact glass (Sec. 5406).room sizes, ceiling heights (Sec. 1407). F'.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of ctgianical equipment. Locations of water heater,'heating & cooling equipment," other electrical or gas ,n/ equipment, and plumbing fixtures. �. Garage firewall, door size, and closer (Sec. 503(d)(4)). 3'0" exterior exit door Sec. 3303d). Fireplace location. .-J Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS /",lj Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. "eplace construction details and calcs•if over one-story in height• Sufficient data and details to satisfy energy insulation requiremen(State law). E. MISC-ELLANEOUS ITEMS TO LOOK OUT FOR � X plywood on exposed locations and overhangs. airway details (Sec. 3305). Guardrail details (Sec.. 1716). Brick or stone veneer (Chapter.30). Exterior plaster - weep'screeds (Sec. 4706 & 4708). C6�i P .per roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. jruSS 8. Garage door or porch header sizes. 9. Adequate bracing. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). NA---- I — 16559 InLHS{ nNNF�'MS: .9-5. ARE OF PRIME GUAL17Y 20 AND 186A. —GALVANIZED SHEET EEL :t.„ 1,' ±,T±HGUISHED AS FOLLOWS: nn al ?,: 8 TEEtH PER 50. IW- .!2'x.41` LONG. TEETH ARE PUNCHED TWO PER HOLE AT •0-x'..25' O.C. HOES;ARE IN LINE. R-`,rj1W:: 1.4 IEE ie °S� 5D:7N. .10`x.32' LONG. TEETH.. RRE PUNCHED TWO PER HOLE AT .Ti -l. tS` G.C, '+CLES RRE IN LINE. T R U S W RL GFNFRAt 1. 2. NAl". (UNLESS OTHERWISE SPE- INSTALLATION 1S ENTIRELT THE RESPONi CONTRACTOR. RLL. BRR(INO.IEMPORPRt AND PERMANE%'. 1.01 ISILIIY OF THE RESPECTIVE IJ ASSIST LATERAL FILE* T u LUMBER SPECIFICATIONS �4+. ��.P _ - - - - - - ' '- ` •' ., MEMBER FORCES.:FROM LEFT TO RIGHTi �` r� �� 'r ii0 yC FOR TO BE DESIGNED AND PROV!OEG 5t TOP CHORD 2Xb •2 HEM -FIR TOP -CHORD BOTTOM CHORD WEBS REACTIONS SYSTEMS 3. OESJGN ASSUMES 'ORr CONDITION" ENV I RONMENI. - :N ND❑^ORRO51vE ` T 1• 628 B 1= -596 W 1= -191 W 7a -246 REACTION 0 10= 1243 �yV• 4. - 1200F -1.2E MSR HEM -FIR S T 2= " 626 B 2= 1611 W 2- =2421 W B= -102' REACTION o i4= 1352 ;� /! c BOTTOM CHOR3. BOT CHORD 2X4 •2 HEM -FIR T 3= T 4= -1676 B 3= 1518 W 3- -28 W 96 256 -1249 B 4= 1379 W 4= 132 W10a -2159 BEARING AREA REO'D ISO IN) f'iJ, C30 O . DESIGN ASSUMES FULL BEARING AT S 0 ;Rr5. CONST-. DF -L 1200E -1.2E MSR HEM -FIR T 5= T: 6= -1249 B 5= 1133 W 5= -423 Wile -191 -1395 B 6= -721 N'6= 505 BEARING o 10 3.07HF/ 1.99OF BEARING o 14 .3.34HF/ 2.ibOF 3850 E. HIRALOMA 5. NFCESSARt, CRnBEA TRU55 TD LZ720 9E TWEEN SU"Pi''S. WEBS 2X4 STANDARD OR STUD HEM -FIR PLATING 15 FOR R-5000 SERIES / HF MSR T 7= T 8= 7bl 7b1 - -- ' 'G. ±n01'.aiEs 1B GR. $1CCrt: USED. ALL C1MER5 PRE 20 GR, j (� y 7, RDEOUR TE DRAINAGE 15 RBE WEE NOTE% LOCATE INTER -PANEL SPLICES AT 1/5 TRUSS LOADING ICON 1) LL+DL ON TOP CHORD - 23.0 PSF d51C Oc5151; VRt UES. SFE'('. L.B.U. RR.1607. r11/�t 9�f S. IMPACT BRIDGING 7R LRIEARL BRACING ^ECOMNE+OEO PANEL LENGTH +/- b INCHES FROM EITHER END OF THE PANEL INDICATED. R-7/19/84 OL ON CEILING = 10.0 PSF w TOTAL DESIGN LORD = 33.0 PSF w - - �\P Of 0 NOTE% IX3 CONTINUOUS LATERAL COLUMN BRACING _ TC w 5 PSF CEILING REDUCTION TAKEN(5/8' DRY WALL) CONC VERT LL OF 138.0 LBS AT PANEL POINT I C �L ATTACHED TO WEB WHERE INDICATED BY [W], TC CONC VERT LL OF 138.0 LBS AT PANEL POINT 9 GOND. II• Dutch Girder with 8'-3" LOAD DURATION INCREASE = .1.25 ON -CENTER SPACING 0.24,0' setback from the end wall +'2x4 CONST HF +. Two. complete trusses required.- Join _ together with 16d'nails staggered.iat " o,. c. throughout.- hroughout ` COND.,. COND I- I:' _ - t f 2. .. 00 DEC.OEC►LiiE ROAO - €-: 487 - t� AL ' — Stub, T 3 6" tub, SPL.IC E i44s SPLIC E A �` ..40 60 2yy5, _ 4060 " w - 2x Nailer I 2490 2475 f 1,630 -1630 12 - `2945 ?445 . _2490 z44s� •, 2475 z44s 2475 r SPLICE t .,, 'SPLICE 3260 3260 27'-9,7. 7.13.3' 3'x.0' 4 41'-5.0' OVERALL SPAN R ' — 16559 InLHS{ nNNF�'MS: .9-5. ARE OF PRIME GUAL17Y 20 AND 186A. —GALVANIZED SHEET EEL :t.„ 1,' ±,T±HGUISHED AS FOLLOWS: nn al ?,: 8 TEEtH PER 50. IW- .!2'x.41` LONG. TEETH ARE PUNCHED TWO PER HOLE AT •0-x'..25' O.C. HOES;ARE IN LINE. R-`,rj1W:: 1.4 IEE ie °S� 5D:7N. .10`x.32' LONG. TEETH.. RRE PUNCHED TWO PER HOLE AT .Ti -l. tS` G.C, '+CLES RRE IN LINE. T R U S W RL GFNFRAt 1. 2. NAl". (UNLESS OTHERWISE SPE- INSTALLATION 1S ENTIRELT THE RESPONi CONTRACTOR. RLL. BRR(INO.IEMPORPRt AND PERMANE%'. 1.01 ISILIIY OF THE RESPECTIVE IJ ASSIST LATERAL FILE* T u - - - - - - ' '- ` • C11 -ELL?_: 14 A ,PECIdL R -5000 -CONNECTOR WITH EVERT THIRD ROW OF TEETH FIN0 HOLES FOR TO BE DESIGNED AND PROV!OEG 5t ^_TnERS. DRi - 7/ 18 c "{RT=,• - -•-. SYSTEMS 3. OESJGN ASSUMES 'ORr CONDITION" ENV I RONMENI. - :N ND❑^ORRO51vE ` _ i._'i .C!,'IUS: ?L9TES SVACL SC 'JCRTEO ON BOTH FACES OF TRUSS AND PLACED SO THEIR -d'L.iL1 iiE; ® 4. DESIGN ASSUMES LATERAL BRRCImG F' "c;[ ,P CHORD: 12' OC DES!GNE0 3T: vc Lr, ...%7;H JOINT C ENTERL J NES. -UNLESS OTHERWISE.NOTEO. 5 IvO:Ca*E ;'ZE :1F PLaT,E IN INCHES c BOTTOM CHOR3. _ °'• °1:•li 9E OF n9N1 HUH GRADE % SPECIES AS NOTED. . DESIGN ASSUMES FULL BEARING AT S 0 ;Rr5. ,H;M OR WEDGE IF C 0 0 E: 78 . a"•i"L?5 FiR MRT cE ;UB51 I7 DTE0 WHERE HEM -FIR 15 SPECIFIED. 3850 E. HIRALOMA 5. NFCESSARt, CRnBEA TRU55 TD LZ720 9E TWEEN SU"Pi''S. - -- ' 'G. ±n01'.aiEs 1B GR. $1CCrt: USED. ALL C1MER5 PRE 20 GR, ANAHEIM. CA. 92806 7, RDEOUR TE DRAINAGE 15 RBE WEE d51C Oc5151; VRt UES. SFE'('. L.B.U. RR.1607. S. IMPACT BRIDGING 7R LRIEARL BRACING ^ECOMNE+OEO WHERE SHOWM... R-7/19/84 TIS - - HIKE SCHENCK COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT P RMjT NO. ASSESSOR PARCEL NUMBER 69-03-03 ZONING BUILDING PERMIT OWNER PaulT e r- TELEPHONE 589-111,10 SO. FT. OCC.1 BUILDING VALUAT10N OWNER'S AILING ADDRESS 5299 Royal Oaks Dr., Oroville CONTRACTOR'S NAME Paul Tyler Const. TELEPHONE 589-1330 1St renewal CONTRACTOR'S MAILING ADDRESS 5299 Royal Oaks Dr.,Oroville Fireplace CONSTRUCTION LENDER npnP UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee @' FEE $ 176.25 ARCHITECT OR ENGINEER none LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 186.25 BUILDING ADDRESS PLUMBING PERMIT Filing Fee ,10.00 6151 Backwourth Way Each Trap 2.00 Solar Water Heater 20.00 Oroville . WaterP�P 9 ( in 5.00 LOT NO. 5 SUBDIVISION NAME KR #6 PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF U Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 1-10.00e TYPE OF WORK New ® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other EX Describe work: — 1st renewal Permit #680-84 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP,& OR ADDNS. ACC. BLDGS. 2t/2¢sgft - CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ® I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode and my license is in full force and effect. License No. Classification R ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT. -OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. Ex. Occu 20®s0C P�o OR FIXTURES BAL®30Q FIXED A FIXED APP LNS, OR Ex. OCCUp. OUTLETS (RESID,) EA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ® I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s .d oun in cons uence of the granting of this permit. Xa'-Z.9-8S Signature of Applicant — Owner ❑ Contractor ❑ Agent F1 An OSHA permit is require for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 186.25 OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D RECTO P ELIC WORKS ` BY Dat PERMIT PIKES ate 3-27-86 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT.OF PUBLIC WORKS a 7 County Center Drive - Oroville. California 9596 : Telephone 916/534-4541 APPLICATION AND PERMIT. i PERMIT NO. ASSESSOR PARCEL NUMBER 69-03=03 ZONING BUILDING PERMIT OWNER _ TELEPHONE Paul Tyler 589-133.0 OWNER'S MAILING ADDRESS 5299 Royal Oaks Dr., Oroville SO. FT. OCC. BUILDING VALUATION CONTRACTOR'SNAME TELEPHONE Paul Tyler Const. 589-1330 CONTRACTOR'S MAILING ADDRESS 5299 Royal Oaks Dr., Oroville - 2nd rnewal permit Fireplace f1byffRUCTION LENDER UNKNOWN LENDER'S MAILING ADDRESS Total Valuation Is Filing Fee Permit Fee @' FEE $ 10.00 $ 176.25 A5JMTECT OR ENGINEER LICENSE NO. ARCHI ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee Energy Plan Checking Fee Penalty $ $ $ BUILDING ADDRESS Permit fee $ 186.25 PLUMBING PERMIT Filing Fee 10.00 6151 Beckwour:th Way, Oroville Each Trap 1 2.00 . Solar or heat pump water heater '20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [N Duplex❑ Mobilehome❑' Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 2nd rnewal of permit #680-84 _ (1st renewal #88.7-85) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR .LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penal y of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business'. and Professions Code and my license Is In full force and effect.SINGLE License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) Ali I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. .Business and Professions Code for th's eason NEW CONST. DWELLING OCCUP.BI , h¢sgft NEW AMULTI-OUT CONSTR. ULTIOUTLET LET NON.RESID BRANCH CIRC ITS 2.50 ea - POWER APPARATUS &) OUTLET CIR. 20 ®80C Ex. Occup OUTLETS OR FIXTURES .ALO 30 Ex. Occup. OUED P TLETS IRESID IREAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 g Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare unde penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ful I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIIng Fee 10.00 Heating - Cooling Hood 3.00 Ventilation Permit Fee, $ 'Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also ag to save,. indemnify nd keep harmless the County of Butte against all liabiliti jud en s, cos , and expenses which may in any way accrue ainst s i Con e e ce the of this permit. X Date 7— Ignature of Applicant — ner Contractor ❑ Agent ❑ An OSHA permit is required f r excavations over 5'0" deep and demolition or construct- ion of structures over 3 stori in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 186.25 7CCOP. CONST.TrPe ' FLOOD [PARCEL PD I No I ISSUE This permit is hereby issued under the applicable provi- cions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. 1 E O F PUBLIC WORKS % �Y ' Date Z" PERMIT EXPIRES Date 3-27-87 Receipt No. _ WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,•.California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ER%ITi0. ASSESSOR PARCEL NUMBERZONING 69-03-03 BUILDING PERMIT OWNER TELEPHONE ,SQ, FT. OCC.1 BUILDING VALUATION OWNER'S PHE.G ADDRESS qT)r oroVi CONTRACT R'S 119 TELEPHONE renewale CONTRACTOR'S MAILING ADDRESS 5299 ')rDrovi 11 e Fireplace CONSTRUC ON LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee @1 $ 176-25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6191 Rt-rkwolirth Way Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL M P Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF YJ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00 ea' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] OtherFM Describe work: 3rd renewal of permit #680-84 _ (2nd renewal #1079-86) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1 000V OR 0 AMP ORLESS10,00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under pe It of perjury (check one): ❑ 'I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for th ason RKMEN'S COMPENSATION INSURANCE I declare uncle penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. NEW CONST, DWELLING OCCUP.6 , OR ADONS. Acc, BLocs. ) h¢sgft NEW CONSTR. U I.OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR- Ex. OCCUp(OUTLETS OR FIXTURES eAL*30 Ex. OCCUp. OUTLETS PRESID IREA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ams, said County in consequence of the granting of this permit. X Date ignD,u,e of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 186.25 OCCUP. CONST.TYPEJ I IFLOODIPARCELI PD NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date_ 3-77-88 the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WRITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDEMROO-APPLICANT N789C0 4WL> ARP07%N6 A, 04) / A max / &PZd/*,a,C,. o. 5 j. le - 30 .040 so —ZhV,$ �o6VZf 5* jw =gG<A JOB N0. 1/iT.lF/ri4�Tlo� Qf1r+'f Conw ASSOCIATES JOB ,DESCRIPTION _ .... ... :� - • ' � D��'s!�er/� �-°� _ ..:; � Z mss¢ .. _ ..___,..___ . - . yP 16F psf e `+o /�O�J - _ _ •. `r-_.:�-- - -• 2x/2 �0, .. r t 1161/0 ops SUBJECT:..,. Z- o�4 C'r4�r ta��4� tarty' .040 so CLIENTS NAME ,• JOB N0. 1/iT.lF/ri4�Tlo� Qf1r+'f Conw ASSOCIATES JOB ,DESCRIPTION =3~KP+� CON&uLTANT■ ao■o PARK Av■Nu■ DATE SHEET 16F SHEETS . i N78900 N78900 .. 4 8 k Z r® N78900 DATE r MARCH. y9 1984 A Joe. -NUMBER'. BA-07.0TYLER . JOB DESCRIPTION 9S=i' 9 'AY=09 .N0 SLA? R E. T A l NI N: �.; L.-4 D .E S 1 G. N S1"Ei�? r,ESIGN_ -OF,; ;tvCRETE BLOC.lK FM". o .... 1 9 500 Pc J, . F. , .;_.,F . BASE CONCRETEe ...... , . o ........ 3.9 000' PSI DES I CNSTEEL STRESS.'. ....... .0.0'0 PSI EQUIVALENT FLUID PRESSURE... ...o..... 30 PCF SURCHARGE.... . ......... ........ 1.00 F? S T E M. M 0 M E N1 i S A N D. S H E A P.. .S DISTANCE F'ROM SHEARS MOMENTS . Ti yP {;F WALL (FT i P�;UNDS Fi Vii; T —LBS, „ i .. 45 _''0 - 120 100 3 . 225 270 .. . DISTANCE FROM DESIGN AREA OF CO P SHEARTt �P 0F. WALL (FT) DEPTH(IN) STEEL (S'I ) STRESS STRESS 1 5.30. 00 5 0. B 5.30 4 3 5.70 0.03 65 4 JOB NUMBERo 8403 ,(i;E, DESCRIPTIO o H=3: _�:::: 4 �;=1 � 9 r?h=O9 p�Il . SL AB, B' A S.E D E S I G N. SOIL DENSITY... ...... . ....... ... 100 PCF ALLOWABLE BEARING PRESSURE. ,.....o .. 195OG PSF Lf1TERAL LEAE� I'1`4G PRESSURE' . . _ ... _ i58 r Si— /F T . ' CC -EFFICIENT O FRICTION.... .... ... . �'S . ..FC, F BASE CE;N.CRPET E........... . . . 39-000 PSI THERE IS NOT. A SLAB. OVER -THE TOE. SLOPrE 'OF ?ACK I!_i_ ( RIS:./RUN) .. ...... 8i;D ImP0SED AXIAL -LOAD .................:.. n :PLF .DESIGN T{?E LENGTH .... ......... ... � C�. 80 FT., C:ESIGN BASE LENGTH...... ............... 2.67 FT. DESIGN EFFECTIVE DEPTH.... . ......... 8.66 IN. = TOE STEEL................ . ... ...... 0.800 ►�. X45 IN. / FT. .. S��}.. IN. / FT...... HEEL STEEL .............. ........ " DESIGN TOE PRESSURE= ............ ...... 19021 PS=_ DESIGN HEEL PRESSURE.... . .....e_ .. 79 PSi'= NO KEY IS NEEDED. OVERTURNING SAFETY FACTOR•. ............... 3.5 . DATE' t1„=i?Ci i =L 9 19.8 NU i lB_ER TYLER—R4030 B . R.I P:!T �,�� 1-1=4' —g �� -=1;' q A:X=O.g 14! 1 .S_n�{ R' . TESI�i�; ..i jt C�=��4CPrT� Fi ' o . ..19 500 PSI -.:L:HS-� 'Ci;N'c RETi .2LOC', � a o o a e . e o zi OOO PSI rtv STEEL:- 1T RaESr o e p e e e e o 0 0 0 L 4.000 PSI ENT' :F _�J.I:��' r- RESSURE. -s e. e n. e e o 0 30 FBF . -SURCHARGE.. ..... 4n a ......... 1.00 FT S T E M M !- E t4 T S. A N D S H E A R S DISTANCE FROM SHEARS. MOMENTS TOP OF . WALL ( FT) POUNDS 45� 1:'0 100. 3.5 270.42. 3�9 . 5b? . . _ . 75^ ' DISTANCE FROM DESIGN AREA :OF tP SE-1EAR I IOP OF WALL(FT) DEp-fH { I t4 i STEEL (S i) STRESS STRESS 1. 5.30 0.00 5 '0.3 5e3�I 9401 2-4 _ J. 3�� . 0.03.. b5 4.0 3�ED 07 135. h z 4 L 4 Se30'' .0. 0.10 1814. 7„°F �; -� - 3 •. jtB t,ai ii ��,En a TYLER-04070 Lt `� :_��J j�t.!�i%RIP ! I(_;i�e. r-=^a.� —C.7ll 9 S= 11 7 ? AX=1�{4 N;1i B A S ED E S i G •4 t IO.Y 10:0 PCF ALLY::;AP:_E B AR I iVta p F'C�'ES,SU RE.. . 4 ..... 1 ?.=iil o PS i AiEF'AI F=,i=AR.il�aI,� Pr�E�aSURE... .... .. . . 15'0 PSF/;=-T. COSFr I1--TENT i:;F FRICTION .. ... .. .. 0. == F C' c,F, P,ASE CONCRETE. o o . 34 00.1 P- ' I "i HER' I. ;.Jt;T �; SLAV:AVER ' THE T, t,_, s L c;rE OF BACE�FILL (RISE/i.00 IMPOSED A:;:ISL LOAD. . .... 0PJ F. DES I -N TOO L E t�4G T i-1.......... .. 0.00 . FT. DESIGN BASE LENG3TH .............. ...... 3.33 FT'. DESIGN EFFECTIVE' DEP`i 1-,...... ... _ .. �', b%� Itv. "' Ti;E STEEL...... .. . .....0o 00Lj Sri„ TN. ! . FT.. HE STEEL. ...... ......... 0.102 Su!. It• / FT. DESIGN TOE PRESSURE... .... . 19396 POP HEEL PR—SSURF.... ........ .. DESiGDESIGN NO GREY IS tuL-EDE D. . ..OVERTURNING SAFETY FACTi R................. 4 . i ci - 91 904 Y `yi. LiEs=;— i.;� u t,R-,—D 'S( RIP T ;;_;i'�� !—� r;':. ^��/ -1'q. F-.f=i0 NC SLA.' - _.----_._—�._--- --- _ . _ - - -------------(------------------- R E, I. N I fig.; G W .'A: L i_ D E S I G N T.r=.ti ; i?ES I, �i� -F . CoNCRE.TE BLOCK- Fig ...... x. 9 599 PST E? AS C ;tu RE.T .. ............... 3 4 �� PSI --.ucS.T GN :.:STEEL STRESS . .......... o 20.1 999 PSI - Ei�>tit.h�a ;Li hif =LLT PR.F:_,St1RE.. ..... 39 PCF Lh?Ck ARGE. 0 1.9 F T j i ti .� NSF; N. D S H E A R S L)1NCS E �'t_ -HEARS T� -t %. ,_! NL! � Fri _—Lsw'S. 5 i 00 _+ X69 5 6-,0 - 5' --, 5 —' 19 'Cl 00 - . rra 29 �0 f.r ' DISTANC F r tDii': i^�ESiGt�i �Rt=A ':=�F COMP SHE�:R Tt_)P t!F W`�I_�_ (FT) Ui=i-�Tr i. ? t�! .} S :.ES=L ; S I } STI RESS STRESS _ 5,39 SA;i2 X-4 - y5.39 _ C�J.I/J-� 45 4.9 -5. 39 9.97 135 �, 4 ,. 5.�,9 9.13 X49 9, . 6 5 0 30 0.21 389 — 59 5a9 9.'f_, 45 1zi'.7 5 ,Ti:1t NU1t���;�•�,Fe f YLrR-840t_ Nloi',3, S C R I F—l'i_l 'a f r-•°'-f-7-- n9 --=_� y- Yi F�r.-: L�P 'I'•�(i R A S E i E S T G _.,�_r�_..:•DY--'SITY. .. . . ; . o ... ........ . '1 00 Pc . o P.i+,E:J!7U.F=. v v v . . . . .. . . �'9.... 0 PCJF 'r'^TERAS .BEAR s NG PRESSURE............ . 15 _, PGF'F-. E F I C T E N 7 C'F FRICTION ............... 0.;.2.5 EASE %c_jitiCP,ETE.. . ... .� PSI I' ip. i q fC_ji.` A -SI_rN , i 'JER °'T fE � Tt'E. R:yCKF1.Lt_ ( RIUN ... . . 01o00 AX �N�L'. . . . . .. 0 PLF = -- iG►ti! '_Tt_jE ENGTH,.' .... ........... i.5i� ' F T ° rES.IGN BArc3E L ENGTR[...... ........... 3.67 FT. �^EDEPTH . . v . . v _ . . . a . . . u Ov b!`�' Iiiao EFFECTIVE X11-' _ 0 1 OF Sr',. Ind . i FT. , - ... ..STEE!� e ... . 4.14;; G;�, Iia. ! FT` -_ .......DESIGN . Ti jE PRE` S tRE... ... .... 19 4!J�%+ PSF __. .. _ C,ESI,3N. H EL PRESSURE ......... _ ... . .. 0 PGF -71 uVER CU..:dI SAFE j'Y. FfiC �.'_}'t?e ..... ... , 1. r 6 t+y r AARCH :'2, 1 '84 D SLAB qN TOE --------------------------r------ — --- -- ----- MINSTEM: i�++,Q1t: FF 'Oi= CONCRETE T E C=AL ti; K FM' W 1 7 5K.O PC's• - _ CON CRETE e„ e 9 a e e o e o o e o 0000 +�' i .� o n e n n , o . 20 9 6; O _ PSI - FLUID r^RESSURr a o ; ; o a , o a o o e . 30 PC. SQRt=HA E4 o e 1 a a a . o o e a o o . o o e o ? off'! 0 FT N T 4, A N D _ 11 ' E A R - L'1ClONC1' ;"rii_M .. SHEARS _ MOMENTS T P q MALI(FT) POUNDS FOOT7LBS a .45 20 — - :.20 1 Mei _ -:5 t L g6_J 560 -11000 720, 0620 L,iSTs: NCEE FROM DESIGN AREA OF COP SHEAR _ T G. OF WSLL (FT) DFFTH(I \)=TEE,(S I STRESS STRESS 5.30 0.00 5 zinc. a 503�!1 24 0 1 _ :.... _ = 3 _ .5,5► �,ecl3 �5 t:;., j 5e3 too? 1i5 �+ 0�� 5 3� 0, ! � i 40 9. J 5.OM 0.21 3S9 1' a 7. 7 T Y i ER -64030. :.. sai::.r,ESC!?I PT (_jt� _ �H`= —v� 4 { ... J. f� :=1 i4 i r'�__. . E M E N T. 'A L e A S E• D E S I G i 9 t` - 100 PCF aj's�H�;'' PEA ; (,fir ��RE:SSf fRE........ Mi. M, ?�F 1E- :i..E!�rL!_`.E.r..i- I `•;(� !-'n,E:•r,`':IJ l'Y�.. . . o . . . z . . � 15 r P/FT.4.11 T C'_'F_1�a I ''- - I f . . . . ,. . . . . . . . . . . 8.66 Irk. �,�15�_ ,. ,i,;•'„a� f'� . . ....... 1000 PSI -- THERE.. A SLArD, C_j` PFR I.P••{L �T{jam. 0.069 ;«��. T..t�l. ! FT. Sf 4,:N� i, _ .C' C,t;;F I•Li_ i PS I =- 0. 10 t SF. i i-05ED A I.nL- i � AD . . . . .. . .. ....... . 1 9 100 PLF DE TOE.LF,�GTHa.o..o .......ao.�.... I.510- FT. DE S y.. El E6, GI; EF F E t ; .V E D E P...... ......... B.16 It o i-lrE:__"": '� T EEL'.�. . ............. .... . . 039 Sill.. TN./ FT. . DE:i1f ICS. Ti:E ('ItLSSUI?4=_ ................... 1 9 495 Pc,= _iTcl'y . HEEL PPESSUF:E, ; .............. �V�; PSF tar KEY AS, S• NEEDED. – ' OVERT.URNI- G SAFETY FACTOR.... ........ 3.1 E M E N T. 'A L e A S E• D E S I G i 9 l�XTr';L..._ . o ........... - 7 19 100 PLF T=4GTP i.�7 FT.. S I Glia BASE LENGTH.. . ............. 3.67 F T . DE.SIGtw EFFECTi ;'= DEPTf-....... _ ......... 8.66 Irk. TC)E STEEL ...... .................... 0. 11+2 Sr1. IN. ! F T . f-IEr�'L S"t E! !_...... ..................... 0.069 ;«��. T..t�l. ! FT. D' f" ICIN T(J"' i''RES, Ur�E . ...... .. t SF. S I:E S;v . 178 PSF kjt't'E x ((f•J is 1.I I'a,� PfFi= I `'f =ta CT iP.... ...... } . y.. 8 E TYLER R "-0-3,0 DESCRih-I-I._;: 7 IIT -i -` _- i I—!— L� 9 7N TOE R: T A' r NI. (ti G !<a AL L D E S I N S TEM..- i_�F C{:?!�1Ct:ETE 111ry�+ BLOCK'Ft•?' 1 9 5OO P'I . - --F ��I— BASE CONCRE T E.. n .... . o o a . - . o n �9'�JIG!4J . PSI' 1 STRESS PFL!ID _o9 000 PSI - ..E�_.1!•! I;Vr�^�LSEI`dT o PRESSURE e .. o o - a o . 30 PC!- (;u CHARGE..... o o . o 0 ... ..... 1.00 FT. '..'T F lyI �W 0 M. E N T S A N D S r -I E A R S DISTANCE FRc_r PIEi%RS MIC >t 1E!` TS fp 560 n - rf Fr<..?: ! (• - !' T'1lES r t.�1•ti j- 1` AREA _!F' -Tri Co IP wJ SHEAR 70P, OF-' WALL (=-T ) LI'E.P T 'r I (I! ? . STEEL (q l i STr_!:_ScS S T RES`�� 1 l� 5a3oCi 5 ,8 - 5.30 0.01 .3 5.7 0. 013 f,5i 4. T 5a 30 ln�7 135 6.4 5 5a=� 4lD. ?,3 r _ _iii =_ ...1 Jr f ' I ;`;;\. g }-�—. , —i.i. , t' — _ v H t•. == i ! _ r �_: 9 _ _.! r5 �_i!4 , i_: i_ `".15 n :i .'t-� ' �, PRESSURE r (moi n „ . n n n 'fiE._._ _ 4 halt -_r . BEA' f t-11._ .7 i�C.. J. 7 500 P S r. ' i` i R" 11i ii:l N' Ft rSal! ll �• �- v n v v n v v n n t l (IT 1. 1 h1 n n n n n n. n n . n F_r'.:. ;;-- BASE= .t,r_ih!rFey *� . n n n n n n n n 34.i%0� tyC,}LFII i ( RISE/RU' : n n n n n . n i] ! -=%mP{=�wE�?. AXIl�1i� .� 7Hi:�n nnnnnnns ..norm. .1,100 _ PL;= - _ •.``,1 �—f....r-;1 �. •i''. %11�' '.LENGTH. in n n n n v n n n u n n o n n. n 1 .33 rTn '. DESIGN BASE LENGTH n n n ... 4 . n n n n n n � n 33 FT, "S i:G;J EFFEiTr.:E DEPTH! nnnnn onnnnn nn 8.66,.'!N. T 0 E STEE Lonn_,nnnn .nno ..norm.... 0.092` SO INn i FT. �� nnn n�nnnnn.n n n H egi—! . S.. ;LL. n +0.Oli-7 '=r_''.n i!'\+., ! FTn ' j_:'•,�_—_!j I C-,-,,[ i Cl P_ ;PRI `_._S,':j;iEn n o n n n n e. n e n �iCSL,tr� ti='EC_ FFk�SS��FiEn= .nnnnnannnnnnon ;.?- PSP N,_ .I.iEY..I`-, C,;e _;;EU. CiUEidTL.iF,\IC�!i� Ss,.F; TY F�!CT_ir'nennn.n.,nnnnnn . 3n1 r . 11 . it l IMBER TVLER�cLi.0:_ t'; J(^�T�Tji_�iu' t-i_L�'_,uq% �,?__17 rin.=i '•Lf !J _F S E T •A I N I N. u W A. L L D E `. -... -TEti'i' �E.OF C�_.,NCRETE @,L � CK FMl a a a a a 19 5,� 0 PSI — i=(�? .`(yp'-.Efi=i!= !_i1ly� RET�a a a a a a a a a a a a a. a a e 39000 PST -I,E-R11G.; S"F;7E!_ SiR��'JS.... aaaaaaaaaaaa. 20'00' P FL, L.:. FREES,UR a a a n� a a a a a a a . 30 rCi= c)-t{FIA�%I. a=aaaa aaaa a�aaaaaaaaaaaa 1��?. F : T.. E iJ .�_ 'i N T S A N DiS H E A R S ••; `j 1 IL F r.. %jt 1I'4 C;'"ZEfi:?S i.�i:•iltiii- r., T .. - I.titi.. ;{ F:.WALL l FT 1 1_1 (D LJi';IDS FC 0_1 —I R= Li 5 _ 10iMl 3',0 560 �..5 ``'`' DISTANCE l=+:i_:,- r-- C!T N AREA C.,,...TEAR �_i=: ��ir;i Lt�`-[i r_r'T!iiii�;? `;TrrI.:,_'1 STRESS L; RI S�; _T:._. 1 5 a 3� i%� a i[� 5 0. B J. 3Sa�'1 24 a _So3l!� [A. 03 65 4. D; 53.3!00a0f�v 13567.4 Lfa50 5.310 0o 101 iD. f a 11 . YIJER- r� -: a %.'. — •; i ,! :rt_?1.'_.. -DES C�.I P -i 10N! iA=t �4:'J r� P • r- i L..'' 9 _ h i SLAB tif° �'- E D E C G is L1 L';:�?`S_T T ... .... „, ...... . it��� PCF_ j +_t."t!wifpLF'Eli=t;R `,1G = R',=RSIIR F.. ....... 19500 ='`_:{- L ILillBEiai:�!.� PaESS' RE .. ........... i�i�I �'�F,i. '• ' OEFFTQIE;.:JT n_•=TTCTI���a. .._... .� .... .L F1-. . . ......000 � :rrf 1 T-1E�t� S1_ ,S ,_ i!__a -!E TOP — .. _ _ _ F. p•%'pCi'.^ iL_', l �:1^r.�F1Ii�I' e . u . o .. ... �. 00 1f1P1J L'-(iTf'tL C; AD .......... .... 1 9'0!FFr .. EiES I..GN':. T C=iE LENG'f"f-f ... , .. o .. o .... ..... 1.33 FT., _ DEtiIG ' rSSE L'EraGT ?............ ...... .3.00 FTn _E3IGC� _: F r t_ r — i si......... 9.66 N. l CE `=STEEL..... _ ............. ..... �,,, 012 SC; iN. % 'FT. (-i�_ EIL GT'_EI.... ..... ..... ........ . t%�1_o �i�'. 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