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066-510-010
GRADING WITHOUT PERMITS 05/20/ ,91 W 4-3 CONVERSION OF SHOP '4Gj �IVING AREA 8/3b/93 010 6 66-51-10, MCCURDY,F, John Bader; ne)�df�agaMa (new 11-45-91B,$P,E MCCURDY;-John Bader Mine' Rd, Magalia new g . arage/shop),, 66-51-10 Perm 665-91B. (r6tain%ing wall) -6!-�1070 10 92-14340B " ;'.John Bader Mine,Rd' -Magalia (.-lqt req'ey;� of"BP#91'-'2 665) i 066 " 51010 kRMiYi§75:--27'7 1-' v SMILEY; "N 'Barbara 13530,&;d:e n „Paradises'"' dwk e'teiopmen New'S ingle; Fak' 000CO n P A 'R SIDENTIAL 066-510-010 f PERMIT#95-2706 SMILEY, Norman & Barbara 13530 Bader Mine Rd., Paradise Cont; Whitehawk Development New Single Family JOB FINALED (Date) Signature J=OK O =Not OK =Not Applicable =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-Clearences-Grnd-/ /Amp-Concrete 6. Gas: Location-Test-Wrap: / P'L"ft. / /"Nat. or/ /" L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1' Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date, Card B-1 Date Card B-1 _ Date Card'B-1' - i v MISCELLANEOUS Date Card B-1 Date Card B-1 Date DECKS, COVERS, CARPORTS, GARAGES, (Aans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails , 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; SiIs-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh a 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ',/=OK O = Not OK = Not Applicable = Not Ready Date 11UNDEJ RESIDENTIAL (Single & Duplex) 1. ," ning-Setbacks-Easement -Flood-Slo Ftp,, Main: Soils-Elec. Gr .-q " Ft . Depth 3. g.. Garage: Soils-Steel-Elec. G d.-/- /" Ftg. Depth g.. Porches & Decks: Soils -Steel-/ /Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped mwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab: Steel -Wrapped 8` Pi s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe: Size -Anchors - yard gas piping: size -test 1 ater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 1 ienums & Ducts; Clearance -Material -Support -Ins. 14ed-irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15�ccess & Ventilation 16. Insulation Date 1/+14Card B-1 Date Card B-1 Date 4L/4b Card B-1 /,- Z Date Card B-1 Date PLUMBING (Permit),OK except a's ---- 1�6. er Htr.: Vent -Access -Combustion Air -Baffle W ref ipe: Test & Anchor -Nail Protection - - V : Test -Fittings & Anchor -Nail Protection -- - ---- Shower Pan: Test. First Floor -Tub Access i10. Test Tub & -Shower.-Second Floor -Tub Access -------------------------------- - ------------------ -- ---- 21. Gas Pipe: Size & Anchors Date ----- --- -Card B-1-'-------Date---------Card B-1------------- •--------------------------------------------------------- Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except h's d2. Fixture & Transformer Clearance -Ins. Protection -- --_ 21. Elec. Receptacles Spacing -Lights & Switches at Doors X- -------------- ------ 'Q"d".�Size Boxes & No. of Conductors -Stapled ---- - --- .28 Rome ristalled Close to Edge of Studs & C.J. V6 Dip. - ------------------ ---- Ground made up wrMech. Fastners-Bond Gas & Water -- - -- .. _---------------- 2j/� p'hance Circuts-- in- Kitch-en 8 nductor SrzerGFl -- - - - - --------------- - 28. Subfeed Wire Size ga Cu r .A.C. Wire Size r ! ga. Cu or At ------------------- ------------------------------ 29 Range Circ / r ga. Cu or AI -Oven Circ. i I ga. Cu or Al. /Insulated Neutral ❑ Yes ❑ No - - S ------- e -Riser Conductors Ground M -ain Disconnect 3�quip Clearances Panels-Motors-Mech. Equip A -Clothes Closet Light_Shower Light_ - Spa Light -------- -------- Ismoke Detector ------ ---------------------------------------------------- Date - - - - - Date (� b Card B:1 CEJ Date Card B-1 ----------------------------- - ------ - Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except it's .Z17A.C. Ducts Insulation & Support Vent Fan: Exhaust above insulation - ----- - - -- - --------------------- ---.1---------- _ __ _ Conden=ate Drain & Overflow:_ urnance-enccSze & Grade - - 37. FVt: Access-Cornb Air -Return Air Vent- 11 -5 -outlet 38 Attic Access & Platform it Furnance in Attic ... ....... ----------- .. Date - 1�ISy Card B-1 G% Date Card B-1 Dale Card B-1 Date Card B-1 Date FRAMING (Plans) OK except -'s 39 Sils. Proper Material & Anchors �0 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -,o�Bnaimg rac ng-Plates-Sound eanng Walls over Girders & Floor Nailing d12'70ralt Stop in Walls (rat proof) 43 Fire Stops. Fun'ed Cednrgs-Stairs-Chases-Tub .. -.......... .. --------- 4 ------ a aade,s & Beam -Size & Bearing Date alt. angers -Post Caps -Anchors -Connectors Z. Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. F' place Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -- _____ (Garage Fire Protection Framing Property Line Firewall & Openings i Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits --------------- - fairs: Width -Headroom -Rise -Run -Landing -Fire Protection,/ 54-p5ywood an* Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer --------- 5 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57_--Gfaz Area -Glass Protection -Skylights -Plastic -ear Walls: Nailing -Bolts 5q--insulaLon-Walls-Ceiling 60-Irnfiltration-Walls-Windows Date�VTL_ Card B 1 Date Card B-1 Date Card B-1 Date Card B-1 DateFINAL ns) OK except it'sOK except it's -- 61. Ext. Oaeps-Door & Sidelight Protection -Landings ------------- ------ - urnace: Vents -Clearance -Comb. Air -Con ctor- _In G_geAbove Floor-Ducts-Mech. Ptection -------------------- ------- ------------- fii�edr Exiting &64.F.IBath Fixtur & Tub ess-Spa ec. Trim Sre r ub n izes Labels ---- & - 6 tarry & __ - 6d__ Place or Stove: Cis -He 6r ec. -Outlets at.WooA-RaTrCr: Int. & Ext. _ 7Q-KtrFixt & Appliance: Grnd_-Aim Cookin - ance 71 tlets & Receptacl rt. Counter 7 a-- Fire Door Swi-- an -_ CI r mara - 7QiA.G. r nGarage-Damper - -- --- ------------------------ 74,r. Htr.: Vents -Clearance -Comb. Air -Connector -P In Garage: Above Floor-Mech. Protection -------------7- q S!Flb..._Elec. & Mech. E uip. Liste or Location ------------------- ---------------------- 7`` lec. Receptacles in Garage: (_ .. - omex Protection - - --- 7✓fnsutat n -Foam -Looked in Attic --- rt U - - - 7 _-__ ar Pails & Deck Construction -Post Caps lents A Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floo - - -- - -8. --- 9 --------------- ----- - " ollowin instld.: Drive es ❑ No:: Walks 11 Yes ❑ No: Planters ❑ Yes ❑ No --------------------------------------------- - - ------- -----.. -_--- 8 nit Disconnect EI tical. Plumbing 8 . Vents Above Roof: P�pliance-Fire e. -Clearance to O ings _ - d4 ate- Well: --c------ �El crrdl. Plumbing - - 85. xterror Elec. Trim: G. .Il Receptacle -Underground 86.. / tion Throughout House - - - ---------------------------- I - -- ------------------ ------------------------------ 37 la Protection -- -- ------------------------------------------ i rrectiops from Previou Inspections mss,( ... -- -- - --------------------------------- Gas e :Meters Tag . Gas-Electnc 9 ater & Sewer Connected -C' Grade -HD Approval ..... ....... - --._ .....------------------------ ------------- 91 nergy Compliance Certificate -Other Certificates . ... ....... .y./.�.� .. _.1--------- - - -------------- DateQ�^'_/ ff ?/ Card B-1 Date Card B 1 -- Y_ f l.'.L1p.. -- ------ --- ------------- Date Card B-1 Date - - Card B_I - - ----------- Date ---._._---Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 r]S- �PERMIT NO. APPLICATION AND PERMIT %% - r ASSESSOR PARCEL NUMBER "066-510-010 ZONING TM2 BUILDING PERMIT OWNER NORMAN & BARBARA SMILEY TELEPHONE 877-1005 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 13530 'RADER MINE Rn, PARADISE 1903 R 102 762.00 72p2 M 12,996,00 CONTRACTOR'S NAME i TELEPHONE 892-8009 140 C-DECE 1 924.00 442 3,094.00 CONTRACTORS MAILING ADDRESS 1012 WILT AMSE1 0 1,500.00 -Fireplace CONSTRUCTION LENDER BANX UNMOWN Total Valuation $ 122 276.00 US LENDER'S MAILING ADDRESS t ENSE NO AR�HArFRc�Er�+F�IER 619689 Fling Fee $ 2p,pp Permit Fee $ 720.00 Plan Checking Fee $ 468.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 10C WILLIAMSBURG LN CHICO Plan Checking Fee $EERS 23.00 Penalty $ BUILDINGADDRESS 13530 BADER MINE RD, PARADISE PERMITFEE $ 1231.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap lb 7.00 91.00 LAT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USE OF STRUCTURE SF RJ Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New i] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: NEW SF Mobile Home ISI GI W1 920.00 PERMITFEE g 171.00 Contractor ELECTRICAL PERMIT Flina Fee 20:00 Main Service ( eoov OR LESS ) 200A OR LESS 23.00 23-00 Main Service ( 200A TO 1000A ) 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 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. XI, 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.SO. OR ADDNS. ( & ACC. BLDS. ) 3.5¢ FT. 92.85 NEW CONST. MULTI.OUTLET NON-RESID. (--BRANCH CIRCUITS ) 97.50 &POWER APPARATUS SINGLE OUTLET CIR. ( ) Ex. Occup. (OUTLET OR FIXTURES ) BAL 20 0 1.00 50 Ex. Occup. OUTELETS (RRESD.)EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _134. 85 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling . Hood 6.50 Ventilation PERMITFEE S 5 .50 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthw TRIY With those provisions. X__ Date ` S� Signature of Applicant ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep a d demolition or con truction of structures over sto/ries in height. L Mobile Home Installation Fee $ Energy Inspection Fee Is occ R-3 CONST. TYPE VN TOTAL FEE 1640.35 HAZ.D. FEES IMP FLOG CDF ARCEL PD HD ^_ This permit is hereby issued under tt+e applicable of the Butte County Code and/or Resolutions indicated above for whi fees have been B Date P r PERMITEXPIRESON T Date) provisions to do work paid. r / 7S Receipt No. b S1 = j? �H / (/� WHITE-D.O.S.-B. D. CANARY -AS ESS R PINK-INSPE OR GOLDEN R -APPLICANT �!p C LINTY OF BUTTE- DEPARTMENT, OF.DEVELOP.MENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -'Telephone (916) 538-7541 PERMIT NO. APPLICATION'AND PERMIT ASb�ESS-A PARCEL NUMBER ' „y ' w 0'66-510. 010 ZONING TM2 BUILDING PERMIT Y OWNER 7 /, NORMAN & BARBARA SMITEY TELEPHONE 8 SQ. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 13530 BADER MINE RD, PARADISE 1903 R 102 762.00 72p2 M 12,996,00 CONTRACTOR'S NAME �. TELEPHONE 140 C -DEC .1 924.00 42 10-DECE 3 0 4.00 CONTRACTORS MAILING ADDRESS 10C WITI.IAMSBURG LN, CHI�Co .1e Fireplace 10 1,500.00 CONSTRUCTION LENDER US BANK UNIwOWN Total Valuation $ 122 276.00 LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee 7 *•y� ; $ 720.00 - - ^� � E t� ER '. M u614Q9 Plan Checking ee „r ,/ $ 468.00 ARCHITECT OR ENGINEERS MAILING ADDRESS ,. � JOC ALLIAMSBURG LIQ CHICO Energy Plen Checki g Fee $ 23..00 Penalty $ BUILDING AD DRESS ,,/\ �- 13530 BADER MINE RD PARADIS •,PERMITFEE t_ y. 1431.00 PLUMBING PERMIT (f X'k'f : ,0 Tiling"Fee 20.00 Each Trap 1 7.00 91.00 LOT NO. r SUBDIVISION'S NAMEPARCEL MAP Solar or heat pump water heater1 23.00 USE OF STRUCTURE SF ]] Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 ; Each gas water heater or vent 15.00 15.00 Gas piping" system 1 --' 5,outlets • 15.00 15.00 Building sewerk . 15.00 15.00 TYPE OF WORK New f Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ srr Describe Work: _ NEW SF Mobile Home i S I G I W 1 920.00 1PERMITFEE $ 171.00 Contractor ELECTRICAL PER MIT', FilingFee 20:00 OR LESS Main Service ( 200A OR LESS � ) 23.00 23.00 Main Service ( 200A TO 1000A ) 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.Ex. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following'reason: --\' ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason '-4 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. ) p S0. 92.85 3.50 FT. - NEW CONST. MULTI -OUTLET NON'R:SID. ( BRANCH CIRCUITS ) 97.50 ` ( POWER APPARATUS ) 8 SINGLE OUTLET.. CIR. y Occup. ( OUTLET OR FDCTURES') • , 20 @ 1.00,; SAL .50 Ex. Occup. ouTiEDrs PLNS. E0. ( ) 5.00 Temporary Service "' 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ • Contractor V WORKERS' COMPENSATION DECLARATION 4 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 • D Ventilation PERMIT FEE 7 Contractor Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner M sous to become subject to workers' compensation laws of California, and agrede�that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall - forth w' #Ycdm ly with those provisions. ' If X __ Date Signature of Applicant ner ❑ Contractor O.Ag'ent An OSHA permit is required for excavations over 5'0" deep'an'd demolition or con 'truction of structures over 3 stories in height. g � J Mobile Home Installation Fee $ Energy Inspection Fee Is R° 3 coN+SJYPE �l �D�. TOTAL FEE $ 1640.35 HAZ. .._ FEES IMP FLOOD �► cDF AgcEL PD ,,-_I/ ' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic fees have been paid. B� ``�� rr B Date /�fl t 1Receipt PERMITEXPIRESON /T� W /.� No. 95�: 7 �� (/ WHITE-D.D.S.-B.D. CANARY -AS ESSOR PINK-INSPE OR GOLDENR APPLICANT i14,L\-Z ;T-' 7---,:Itr' +n'i•.:-, rl. Ka r- - ..: •. t , _ .. .. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. Proposed Building Use Building Inspector � /4- Date /C /1;?— At / At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans. ..................... . 4. Engineered plans and calcs, 3/4 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 obilehome a a nd manufacturer's installation instructions, 2 sets. ........... iFees of $La;? ...................................... pact fees as shown on attached schedule. ...... . California Department of Forestry plan approval fee . ,, ..... P1..0 . .. .. -lood elevation letter (100 year flood) by California ngineer................... Sanitation and plot plan approval rO�-�A5 ` 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). .. . 20. Pre -inspection for to Buil Building Ins re for required. . to Building lnspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23 wner-Builder Verification (Given to owner _.Mail to owner _). .,........ 4. 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 theermit'/ process as follows: Mail to owner Telephone 97-1• �0 0-Y and hold for pickup at Other e, Parcel Creation Acreage pplicant _ Mail to contractor. - office. Deliver with inspector. Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fi96 Dept., Other Date By The following data must be submitted prior t it is c : 7 i item not checked above). 1. Index permit for above items No. 2. Additional items required: 10'ir $ltUa-V I.)of- 7 J uJU&Lt.0 '.v¢- C -L /2.- Contractor, designer, owner, was advisdd of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date Plans approved by �� Date ia_ Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. US PkA Phu AU=W. YISS Fl. PI. AM.W X-C- -S P Sent to B.D. it - a I - ys- / V'�, TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C-3 Owne�J Location AP# Plan Approved for: Sewage Disposal Water Supply: - Public Private Well Clearance for bedroom. Wffe home. Other Hold final for: Final elt-nmnep- 0 Y fnr- NOTE: Environmena-Rdth SpLialist R/92 —&V I �s I I � S- DaI6 01— "" -7 Zj"T- —i: Y -Mo aaU.,H.Iq txb.41A pr,.,K kapl tx uia--ZA F -es I %sorf G.E w ucz ,gabinfil. I'D T ItLs*11 I.Rjamp"no-IMO M'.015 --f sor -0 c t wnz�JID noiWifis?, -IM"IM ", -�Qkg . s ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER44 M C A.P. # OC 6 —,!S / r PROPOSED BUILDING USE /( ,�) e DATE ; C-) 2— REC. REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) / SHERIFF FEES (paid at Building Division) Residential.. _ .. x unit amt. Commercial (sq.ft.). x =$ 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) V 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 1 /SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) _ 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. _ CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. PANT C'��,� DATE 6 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction .of the proposed property improvement: YES[ ] NO[4. 2. I HAVE[] HAVE NOT[ ] . 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: / f NAME: WPI 1--76 k 9---, 14 ADDRESS: 10 -c f(I /�v 04, CITY: c4ri co PHONE: (416 &�2- - -R'00CONTRACTOR'S LICENSE NO. S" 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: DATE: �` ° I-4 /Z 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 O.B.-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 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 5300 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 "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc'erel 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. OVER •-'tfTr'�t � 7''';� ..L i'rr��r�. r-r:�l ^-,1 n� .�.�+'yi�`' �:7^ i.,;F[,,,s y'S•P'q.-,�-��1:{-h7�µt r 1 j .�i s1�,tir�+s'U`� Rr .+rr'��^.,�. ����rdhrr�>sl'y �`: ^'i_v:,y`i"w+`Sr'kY� Thr�x1Y f ��+�.. j1+x!"" k rr�---v-4rv.'i .� r :...r. .. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District �g,, ��, / 14 �; ` ' S x,49-��- Building Building Department No. A. P. Number Jurisdiction: 0 City County Property Owner 0.r )0 Q ✓ C V WlA Property Location/Address �35.� ��Z3tq GICv r 1A ' Subdivison Lot No. Residential Development Sq. Footage C� . No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 Sq. Footage '. New Addition (Including Exterior Roofed Areas) Building Depa ent Represents ive Date 1 ' (Floor Plans reviewed by School District Personnel) District Identification No. 1 - hool District certifies that (Applicant) (Street Address) Address) (Phone Number) . fl I has complied with the requirements of Resolution No. representing q �j �� square feet. SchoolD s rict u Paid by Check # Remarks: by payment of $ II AB$ FULL MITIGATION• $ 1--I -\Lk-gS Date Bank Number Paid by Cash W 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, („/sa)amm Ed Return to DPW ACRICtILTURAL ATEmP A 1a(OWLEDGfftAJ(T 9 1- 15280 FOR RESIUMMAL DEVFIDPMEWf Section 16-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 1 to land or included within an area zoned 91-•015280 1 Rao Fee 5.00 for agricultural purposes, and residents 1 Check 5.00 of this property may - be subject to incon- Recorded I veniences or discomfort arising from the Off 10!61 Records 1 use of agricultural chemicals, including, County of I but not limited to herbicides, pesticides, Butte ► and fertilizers; ' and from the pursuit Candace d. Grubbs I of agricultural operations including, Recorder I but not limited to cultivation, plowing, 10:2tam 19 -Apr -91 1 XX 1 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and tural odor. Butte County has established agricul- zones which have as a priority use for productive agricultural within said zones and on adjacent should be 'prepared purposes, and residents property to accept or discomfort from normal, necessary farm operations. such inconvenience All that real property situate in the County followat of Butte, State of California. described as PARCEL 4,' AS SHOWN ON THAT.::CERTAxN; FROM A INSULATION CERTIFICATE WHITEHAWK DEVELOPMENT 1530 BADER MINE ROAD PARADISE . NUMBER AND STREET CITY BUTTE COUNTY SUBDIVISION LOT NUMBER .... ......a.............T- DESCRIPTION OF INSULATION 1. ROOF , MATERIAL THICKNE55 (INCHES) 2. CEILING GATT DRAND NAM THERMAL RESISTANCE (R -VALUE) CERTAINTEED P. 002 BATT OR BLANKET TYPE BRAND NAME 12 38 THICKNESS (INCHES) __ THERMAL RESIGTANCC (R•VALUC) INSUL-SAFE III CERTAINTEED LOOSE FILL TYPE _ BRAND NAME sss 19.05 CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB MINIMUM THICKNESS 38.00 (INCI ICS) MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE -- – 9. EXTERIOR WALL WOOD FRAME TYPE BATT MATERIAL 6.75 THICKNESS (INCHES) EXTERIOR FOAM GI ICATI IINO _. MATERIAL I HILANESS (INCHES) 4. RAISED FLOOR BATT MATERIAL 6.26 THICKNESS (INCHES) S. SLAB FLOOR MATERIAL THIUKNtSS (INUMIad) — PERIMETER INGULATION OCf TI l (1110HEC) S. FOUNDATION WALL MA I tKIAL IHICKNESS (INCHES) CERTAINTEED BRAND NAME 19 THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 19 THERMAL REGIOTANCC (R-VALUr-) BRAND NAME THERMAL RESISTANCE (R -VALUE) 1 BRAND NAME THERMAL RCSIOTANCE (R -VALUE) •DCCLARATION 1 HEREBY CERTIFY THAT THE ABOVE INSULA I IUN WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY SIANUAKUS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INUIGAI ED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. AUGUST 28, 1999 2, S, 4 LDAANYAaNSEN DATE ITEM #'3 BRANCH MANAGER COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1401-lurnboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE , le OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /'04, 3) C a4c- -wc > tl�' 7V /--.JSJ/4VZ-- Date r57 h47 AA Inspector REV 10/92 CORRECTION NOTICE _!> �Aj., e_ C, V �15-- 2-766 OWNER r PERMIT NO. A routine inspection indicates that the following violations of,Butte County Ordinances exist at the above address and should be corrected. Please notify thlis office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please conta —tthis office. Immediately. N Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION t DEPARiMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7—C�opnty Center Drive, Oroville, CA,- (916) 538-7541 747 Elliott Road, Paradise, CA ;(916) 872-6307 CORRECTION NOTICE _!> �Aj., e_ C, V �15-- 2-766 OWNER r PERMIT NO. A routine inspection indicates that the following violations of,Butte County Ordinances exist at the above address and should be corrected. Please notify thlis office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please conta —tthis office. Immediately. N Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1 i�69 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE C - OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleau contact this office immediately. JJN-t�2 (_) Aj iCl AC %;1 Inspector Date V REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-636Y - CORRECTION NOTICE OWNER —PERIVIMNO'. t--44— — , A routine inspection indicates that the following violations 'of Butte County Q rdinances exist at the above address and should be corrected. Please notify this office when correction;ol work is completed *lf y h ny questions pertaining to this matter, or need additlonal`;�Planation, please ntacttl�'-oaff!.e.airnmediat.1y. 'o r&-�t RA t Date kol�'�rinspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE q--'5-- 2-1 ob OWNER —4 PERMIT NO A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date U&Ii9lb Inspector REV 1 Old COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF'DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE /-0*11 -Gwux� Y5--� OWNER PERMIT NO. A routine ins tion indicates that the following violations of Butte County Ordinances exist at 5t' the above 21dresis and should be corrected. Please notify this office when correction of work is co ted. If you have any questions pertaining to this' matter, or need additional explanation, p contact this off immediately. �z —4 r 76 ('4 'A�� L- A-L�n�� - - Date lnspector,7 REV 1106/92 CQUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Orbville, CA - (916) 538-7541 747 Elliott Road, P�ra&e, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. J�C J�7 A4 1�-;( f Date REV 10/92 , 7�'V' Insppaor COUNTY OF BUTTE BUILDING DIVISION' DEPA:RTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville,.CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Dzte Inspe*ctOr REV 10/92 FOR SINGLE FAQ" I l Ly RESIDENCE REI" 017)EL Norm $. Bobbie Smiley 0 MINE RD.89 PARADISE, GA 9r F ,l OF CA1-�Fo� K �? h h r�y1g •.. t 77 r -. �[. t..�-. J .- ' y. iM. `'. ? h � p7 .•f S ; � PT- L, CHITECTURE + PLM4Nt IPG +ENGINEERING' �. _..! Si Ts4:1`yr <'Y. u..,� .�. :. date ...:�Lany;J Wamex,�AtCCT 10-C.WELLIAMSBURG LN _ CMCO, CAL FORNIA 95926 .1= _. j f _ 916-892-8008 PROJECT: 'SlvSLE S.F.R. PROJ. No. 51710 LOCATION: 13530 BADER MINE RD PARADISE DATE: 10/24/95 rl.1/1.4/95 al)2-/r19S BY: LJW PAGE 3 A OF e � � rz (L - is 6x . 'i9 4 = I • `:) \ c K r,nv?. L u IL - 7 = 2 r, . vq f - (L- 4 '8.4`4 + (149,2) = $.2,1 2 7.. 4 Z-57 = I I•<o �T- s ouo 4` wl f6j Tn.t e B'iJl_ t_i-4fF- I 3.5 .i.-= 1.r2 311 i 115-��s 1ioc, �i� �- — Szo �y 2l13cr1l+5iDl7z� Sr u, ,.1d}� C• (U� r- �335 2--- 12 = IL 12� � � c� �' �u f -f o C- - Mr o. 5 r,o 9a r 3.5 z= .6 4p, �6 gb—;SG Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 PROJECT. SMI MEY S.F.R, PROJ, No. 51710 LOCATION: 13530 BADER MINE RD PARADISE ` D-A1h-: 10/24/95 r 1/14/95 a !2l419S BY: LJW PAGE e- OF 18 ja 4"d c. 44 l oa ?c/ 33 Ma = , ��x 4 KQ , 5. �t 7 .. r� ¢ • 7 L- A 3. ? I �S� J40 54 oma/ FLS zx 2-!5+ S 4- L. S x-7..5 = 2-4. S = ) I < <v `f Co K L Y c../ ec(e. 4 " uC- S — 4%3 3.5 Z 02 j 24 59�. , 473,---2-4- 5 y- 9 = 104 3 t '� =�= =��T�,�2 w�FTS Z l I U4. 3 —5s 99` _ �_9, �SZ i- PHL ARCHITECTURE + PLANNING + ENGINEERING TRANSMITTAL To: -,,Z l3clT%FL G4, /3U/�•Oi�s ��% OYL�i1/! LC-� Date: 121-4-9-5 Shipped Via: PROJECT: sm l Lrz`/ 5 Fr -L 13530 ff/LM,-Jr,rty I 66(oz 05 1-ol 0 ❑ Picked Up 0 Messenger ❑ U.S. Mail F❑ Express Mail Id. TU /cO p��/cFi. prnyw(s Fr-- The following isattached, E] shipped under separate cover: �v -`�w for ❑ your review, ❑review &comment, review &use, ❑ bid,❑ construction, ❑ signature & return r Item Qty . Description Sheet No r. Date/RevComment 3A�;3.c Z-141 . .... ............ j ...Y,---CAC---------------------------------------------------------------4S ............................... ......... ............ ................................................................................................. Comments: ....A'I.7...... L......ice--- f? )..✓J..t%w�7S..:..........1?.L...... t5...........fJs-�... /?iKCS7. iv -,f-L=...3)<:.�f ..................................................................................... -------------------------------------------------------------------------------------------------------------------------------------------------------------------- Copies to: ❑owner: C ❑with enclosures ❑Contractor ❑with enclosures ❑Building Dept ❑with enclosures ❑Planning Dept ❑with enclosures ❑Other ❑with enclosures ❑ ❑with enclosures gFile Erwitil enclosures From: Plan House Ltd. 10-C Williamsburg Lane, Chico, California 95926 916- 892- 8008 4 Norman Smiley 13530 B;,fl'cr :Oine Road BUILDING DIVISION - - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTEH DRIVE - OROVILLE, 96965.3397 TELEPHONE: :—.P! S-P,,7�4i FAX: 191 K i3s!-2140 Date: 11/13/95 A.P. No. 066-510-010 Permit #95-2706 With reference to the above subject. attached is: [xJ Red Marked Calculations [xi Red Marked Plans [x I Other: - CDF Fire Safe Requirements Act. -o - comply with plan check lirr I...; with revisions as required [x] Resubmit calculations with revisions as required [x] Return all material attached Should. you have any questions, don't hesitate to contact me. at (916) 538-7541 Monday through Thurscfty. S ihicer6ly,, Georgi -,K. Kellogg Plan Check Ei3gineer Perm:: ArYii„:Art: Norman & Barbara ^Smiley _ Date: 11/13/95 Permit #95-2706 I"ne above refere;t,__r�. plans were reviewed by this office. Provide additional informat on and/or make rv.,isitn!s to -r::. fications, or calculations as follows: 1'. Provide additional information and/or make revisions to plans and calculations as !� -quested in reviewed calculations. Indicate on the convectional bracing (per the Uniform Building Code) to be used on lines Y, 5, 6, B and D. - � Provide lateral design (per Chapter 23 U.B.C.) for line 4 & Garage/Bdrm 3 area that results in a system ,;,bich orovi.des a compie.;e load cath capable of transferring all ii,au3 aiii.i Forces ituin their pol it of r a lglii :r3 Ch?�•t_ load-resis! ng !Ie:nentsv. le design is to include all required connections and appropriate construction details. The County Expansive Soil Map shows the project area as having the potential of t' moderately expansive soil. Provide verification that the soil is non -expansive if conventional footings are to be used. If soil is expansive.. footings are to be designed c for the expansion/shrinkage forces expected. v� / + /a77a,G1-+S/lS1i/J.0 0'7,o ,.s ., M. r �.. ,- _ �Y�a.'e���.,,. i1 i�iV t. ,.3AB - _ ,.. -' "s n -----ter z+e^..a �--•'-w"N"'� �1Y75:.. - _ +a4e.- . tn-,+r•t.'� ,. `'m.L r";...r+?a f � ..t -. ._. ^r f�-�•�-i.'• w.:k�:7!- �`c1� .nG ..r,u» a .T. - �>+, tr ++..y�,4.•, >: ...Mai'ke4H rJ.-+M. rM3'1�, !Mi^.i�P Yrt` K-• h 7.mT1... :ndL er SY �.-1 Y... Ci f • ,� 1 .t_ K r�+ MM'a ��SyH� r'I 1'_ r:'^. �'^ A :� ._S n.}w.waLf .:P• F�• �� .may ._ . - - .n:.T:.yexa+Jk'�' a ,P:a..U!rY .•`q-” . ' H LII`'IITED ST�U CTU 1�AL GALG U LATI O N S FOP, SINGLE FAI"1ILY RESIDENCE FOR NO1zM � BOBBIE SMILEY JOB SITE APN: - - 13530 BADER MINE i1D. PARADISE, GA PHL , ARCHITECTURE + PLANNING + ENGINEERING Larry J. Warner, ARCHITECT 10-C WILLIAMSBURG. LN CHICO, CALIFORNIA 95926 916-892-8008 PROJECT: SMILEY SFR PROJ. No. 51710 LOCATION: 13530BADER MINE RD. PARADISE DATE: 11/7/1995 BY: LJW PAGE 1 OF13 CODES: Uniform building code, 1991 Edition AISC, Manual of steel construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days Masonry: f = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or equal Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers: Doug Fir No. 1 Plywood: A.P.A. Rated sheathing, Grade CD, UBC Std.25-9 Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 20 .psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: 75 mph Exposure: C Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are design by others and are not the responsibility of P1an,House, Ltd., Larry J. Warner, Architect. Verification of the soil conditions at the project site to determine the expansive or bearing capacity is by others. Plan House Ltd., Larry J. Warner, Architect, 10-C Willaimsburg Ln., Chico, CA 95926, 916-892-8008 PROJECT: SMILEY SFR PROJ. No. 51710 LOCATION: 13530 BADER MINE RD. PARADISE DATE: 11/07/95 BY: LJW PAGE 2 OF LA-TP� fes- Z3gcg.-f- a.J06 00542. R ckt-) 4G ✓1Pu�..t-�, a� c�./t�C. �/r/ t5%i ANAt,Y2 x.0 w i• -D 22,6,2 / � =c Z' o¢ . d 2zG z K wig Ix 7 5tr,(�rrw 21Gw�•'Lw ' Oa r.11? �= 3anl.or2�So`/6Z�- ,t3xw �O�jS'+1�Z lJ G �JA I C42t2K�rO�vw-f 5x2,:�+ w r 60 W��v 0 L lip' l ✓ kt. Ls AC71-1 4 �vs � w I �� ��• �� , �N �. IAS -rte UI Jli 3.5960 tJ J�� Ti�t�vQ Sic, GDS dpt,Y w/ 46,41(o I- Ix S (• Boa k 1, 3 3 /V�rz OSr� 4u �c 3.SZt SS Z Md 9 r r.�3 3,S ,.BS Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 PROJECT: SMILEY SFR PROJ. No. 51710 LOCATION: 13530 BADER MINE RD. PARADISE DATE: 11/07/95 BY: LJW PAGE 3 OF LI 2 3. 73 r IS 1z '7, 2 31 USrf. 3/r/' c ov fa('y weia xo�rs i , -,�<5 L , 3/V (12Vr—jes --e9 10sr -f- h 3 J/3r D� X i �G 5 v v GAA - 9 oi(j �,✓I o , s „ 90 ua 1 ' v r 7 zs n Zo: z,z, NU Nu,,o u—) � D ]G :' Alva ¢%6" r-rAt,4 6 -c- -7L -c. �u% Dui✓ ML s ,245rr2�� ZI-G Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 STI�U GTU-RAL GAl. C LAT�� iii S ` FOR SINGLE FAI" IILY RE.5I1:)ENGE REI" IODEL F._?R Norm �t Bobble Smiley JOE3 STEE J 1530 Bre::%r-=: MINE RD. PARADISE, Pi L ARCMTECTURE + PLANNING -f ENGRiEERING Larry J Warner, ARCHI'�'BCT 10-C WII:LLIAMSBURG: LN CHIC0 ,.CALI.FORX-IA 95926_ 916-892-8008 ` Page: 2 Combinafion Root` and Floor Bear+. 191 UBC (86 NMS)J Ver. 3.05 Bys Lary. J: V!'ameeAr!Ii _c�., �1 n House LTD/L.J: Warner :architect on: 11A7_11995 Project: SMI50Z12ation: FB -2 FLR BM.d% .+._ ;?;:Y diDB' FUTIJR6 STUDY/ ATTIC V -Summary: 5.50 x 9.25 #1 - DOUGLAS FIR -LARCH - Dry Use PROJECT: PROD. 517-10 LOCATION: 13530 BA_`i'E... Ms `E -.PD PARADISE DATE: 10/24/95 ri 1/14/95, BY: LJW PAGE - OF 3 3 Z - WrTr : 3, s, Co, A, ARjz In) GoMvUo,nlC,E v,1! l 1, U►v(- 251"7 5 T 13O-AU�5. LL_ LSO Pr?-rz Z51'1 C9) 3 TO 13E U5eo y q, I L14Gzz. F� Ca c'7 ro 3a SAL L, f=w T/tn�•J J FF�t. 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Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 1 ,..,r 0C j.: �:�� _ Q.F.R. r ROJ:.No: s k" J 0 . _ LOCATION: 13530 a 4%EP,, R MME RD PARADISE DATE: 10/24/95 r11/14/9ti BY: LJW PAGE 3 A OF P_-2 ?:5 :2- - q.4p p- ^fit Ca - � . 29 4 _ I 7 �uo.o �,s�-si�wn (L- 7Zz-.2.9��1.9� v ( LiTe.Gj f,<///awl c6"oC'rzAyS-) u-J>z I 3,5 rL= I.Y L h = .520 i1 FbI2 i 2 ma c, 13cT! 1011 Slf2= ............----------- Mr O, 5 1,09a7'3.5 z= •S�v �, = ,52-o �6 3o—.5G l(SL ,4 Iii/!r� Z-%S�crJ MK1 Plan House Ltd, Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 ,-'j W grkrk vcJt,�Cv L4&ql p( PROD CT.. _EY S.F.R. w PROJ. No -:5171x' LOCATION: tj-'5_ 0 B �i -ER UNE RD PARADISE DATE: 10/24/95 ri•1/14/95 BY: LJW PAGE 3 B OF L,IQE- 2. 3.5 5 r 4 C- _ (l5'E- 3/y" Gd x r.7 LY "'1 P. J c-- 41 G L 1� /3cTJ!•1-5 ✓JZ� 511.L N/O-1 L .105 x h 3 9y o ro °Oqo 9 - 31.60 -3 2i3 _ ! 33 K usE NUJ (JA, �J/(Z) 2_ SiJlo MN LI,.J�E- C, 7.5 t -3.o = to. 5 3, 53 I�5 33 co J a- -3. 5 -3 cCsP 31K it C.0 -y' L--// 8j —. ¢`d� ,gpy-t. i?"- u(- . r IrT.O A- S 336rr2= /2'� Q3� 34- OC-. Y 3 I. 5 - 4.9 Z 5 $ -� USC glO lv.rj - Plan House Ltd, Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 P.ROJEI:1`. SMILEY S.F.R., ". PI` OJ. -No.,,,: 51710 LOCATION: 13530 BADER MINEAD PARADISE DATE: 10/24/95 X11/14/95 BY: LJW PAGE 3 =0F 9, 3-) use j, 4'�� 24.5 .3 4 FLO y cc.:> I zc"SL_ T-,11; 0 i 5 I L- ^,A -t L/ J f /06 133/3 41 A-e,L4 fir. 0 , Sd x o9o�2q: S Z� o3vyco9o� ?¢ SZF�J24= SS 3`f Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.05 1N. By: Larry J. Warner Arch `� rt , Flan House LTOPLA. W*rTtdr ArchiiaLt on: 11A7-1995 Project: SMI50710 Location: OW1,S-1 SM L !00,(fL.R. A= Beam Data:. IN2 Ireq= Span: L= 14.5 Mabmum Unbraced Span: Lu= 0.0 Live Load Duration Factor: LDF= 1.00 Live Load Deflect Crite i . L/ 360 Total Load Deflect. Criteria: LJ ' 245 Uniform Load: Live Load: ULL= 70 Dead Lflad: 'UDL= 35 Beam Self Weight. BSW= i5 Total Load: UTL= 120 Concentrated Load P(1): Live Load: P(1)LL= 0 Dead Load: P(1)DL= 560 Total Load: P(1)TL= 560 Location: X(1)= 3.8 Uniform Load (Partially Distributed): Live Load: PDLL= 480 Dead Load: PDDL= 210 Total -Load: PDTL= 690 Load Start: A= 0.0 Load End: B= 3.8 Load Length: C= 3.8 Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 Shear Stress: Fv= 85 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1350 Size Factor Fb' : CF Fb'= 1350 Beam Length Classification: Short Beam Controlling Duren Factor: Cd= 1.00 Design Requirements: Maximum Moment M= 7573 Shear (@ d from beam end): V=,. 2779 Comparisons ,With Required Sectons: FT FT PLF ;ALF PLF PLF LBS LBS LBS FT PLF PLF PLF FT FT FT PSI PSI PSI PSI PSI PSI FT LB (C—D 3.75 FT LBS - Section Modulus: Sreq= ' - 68 iN3 Area: Moment of Inertia: Section Adequate By 21 % Controlling Factor: Area Deflections: Dead'Eoad:. Live Load: End Reid ons(Le1t Side): Live Load: _ Dead_ Load: Total Load:- End oad:End Reactions(Right Side): S= 1dIN3 1N. Areq= 50 , IN2 A= 61 IN2 Ireq= 233 IN4 1= 652- -IN4 .:,-LBS - DLD=- 0.12 1N. LLD= _ --0.14 ` IN = U1265 :::.026 IN: = L//674 LL LR= 2075 -::LBS -0L LR=__._ _ ::= ; .. 1'464 .:,-LBS - TL.LR= 3538 LBS Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.05 ti By: Larry J. Warner A.-chitm.,A . Plan House.LTD/L.J..'Name,, Architect on:.`r 1-17-1995 P oiect: SMISOZtSation: FB-2 f L: B M @ LE F . i .E'F t j' up—S 1 y/ .t\7riC Seem Data: Span: L= 10.0 FT Mabmum Unbraced Span: Lu= .0 FT Live Load Deflect Criteria: LJ 360 Total, Load Deflec4. Criteria: U 240 Roof Loaning: - Live Load: RCLL= 30 PSF Dead Load: ' RFDL= 15 PSF k©of Rafter Tributary Width: RTW= = 13.7 FT Roof Duratiioi^ Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 PSF Floor Dead Load: FDL= 15 PSF Floor Joist Tributary Width: FTW= 7 FT Floor Duration Factor. ^ FDF= 1.00 Wall Load: WL= 80 PLF Beam Loads: Roof Live Load: RFLL= 410 PLF Floor live Load: FLL= 27 PLF Beam Self Weight: BSW= 12 PLF Beam Total Dead Lead: TDL= 307 PLF Total Mapmum Load. TML= 744 PLF Controlling Total Design Load: CT L. 744 PLF . Properties For: #1 - DOUGLAS PiR-LARCH Bending Stress: �, Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1553 PSI Size Factor Fb' : CF Fb'= 1553 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements. Maiamum Momerrt!�1= 9305 F, LB Shear (@ d from beam end): � V= 3148 LBS Cc,mporisons With Regsiiand.Sections: Section Mi; ..ulus:- S*req= 72 IN3 S= 78 IN3 Area: Areq= 49 - IN2 A= 50 IN2 Moment of Inertia: Ireq= 210 IN4 1= 362 IN4 Section Adequate By: 5% Controlling Factor: Area Deflections: Dead Load` DLD= 0.12 IN. - twe;;Load: .. LLD = 0:17 IN.= L1709 Total. TLD= 0-.29 -IN =, U416 _ Reactions (EactEnd) �-� .- _ ; Live Load: Y - ` LL= 2185 LBS Dead`Load:-� -� - --- DL= 1537 -LBS Total Load: - TL= 3722 LBS Bearing Length.Regd° ;{N BL= 1.08 IN DEC -04-95 MON 14:46 PLAN HO . USE LTD. 916 892 8008 P.01 Fox Gover -15hee"t To: (f <, e- 1::�, 6� � C-7 r-3u-,-rfZ-- --- Date: I 2-Zd/ 9-5 Time: Telepzne No. Fax No. 0 4 From: L-Av-r2--1 1::::LAv?-4fa PHL ARCHITECTURE + Pl�.,AWNTNG + ENGINEERING Plan Housc Ltd. 10 - C Williamsburg Lane Chico, CA 95926 Voice/Fax 916. 892. 8008 Voice 9 16. 892. 8 009 TOT,,nNL NUr-lBEER OF P,--\OE5 INGLUDINO COVER -c3HEF-T p e�S &,q s s treo /-S A,^l -�_.5 -Z- Pllt�- pj,� /,I e-6 -7 a-e- AA,0 ZPIE 3- 3 DEC -04-95 MON 14:47 PLAN HOUSE LTD. 916 892 8008 P.02 j.'-? PROJECT: SN4ILEY S.F.R. PROJ. No. 51710 LOCATION: 13530 BADER MINE RD PARADISE DATE: 10/24/95 rl 1/14/95 r2 -1)Z1(-,193 BY: LAV PAGE OF 2- t2- 2- -s 2- -2 -t- , r:Z - c- 4 12- 41-9 2-0 4 e- K- F-0,- L p- - + + .4 01 rb L"",-< z 5 -(-46-7 Id's F7 -L _C -t_ PUY 10 L-/ A,-� L 4 L 1 '4 3.5 rz-� 3/vt Cx'n p -,,f L-(-- AjA lc,�b �- 1,331i5-2 -4:3 y- 1'2- 5 7- 3. -S 3 14P(aA Plan HoLlse Ltd., Larry J. W -111-r. Architect, 10-C Willi=isburg Ln., C.hico, CA 95926, 916-892-ROOS DEC -04-95 MON 14:48 PLAN HOICISE LTD. 916 892 8008 P.03 PROJECT: SIvIILEY S.F.R. PROJ. No. 51710' LOCA'riON: 1353013ADERN4fNERDPAXADISE DATE: 10/24/95rll/14/5)5p-iZ/4��5 BY: LJNV, PAGE OF L ) d rz— 3 4 ) 112- -:- A '? C. - I 34511 4 V// e25 x-1 33,,'� 2- c 41 Y co a -St 2- - r—I A-0 3 3 4 ).3 2 'Z4 4 73 -2-- 4- 5 y- 9 4 7�� r- -C.5 2- 4. _3 — -SS 9-1 07�6 L--/ 4 Plan House l,td.. Larry J. Warner, A-rchitect, 10-C Williamsburg Ln... Chico, CA 95926, 916-892-8008 Lll`- IITED STRU GTU 1�AL GALGULATIONS FOPP, SINGLE FAt* I I LY RESIDENCE REI" IODEL FOP, Norm $. Bobbie Smiley JOB SITE AI N: 006-051-010. 13530 BADER MINE IRD. PARADISE, GA � 019689 PHLARCHITECTURE + PLANNING + ENGINEERING Larry J. Warner, ARCHITECT 10-C W- LLIAMSBURG LN CHICO, CALIFORNIA 95926 916-892-8008 G Page: 2 Com.-bington Roof c*nd Floor 4rier'r, (91 W (ts Y'N0S)] Ver. 3.05 By: Lary J. Warne-Archh:e, , f';a�i t,ouse L?'L;;L..J a�x,-�� Architect on: 1.1-17-1995 Project: SM150T.Mation: FB -2 FLR BM @ LEFT SIDE FUfURI:+ JTZ.M/ ATTIC Summary: 5.50 x9.25 #1 - DOUGLAS FIR -LARCH - Dry Use PROJECT: LV S.F.R. PROD. No. 5'1%10 LOCATION: 13530 BADER MINE RD PART- 10E DATE: 10/24/95 rl 1/14/95 BY: LJW PAGE 2. OF '3- 3 N' 4 3, S/ Co/ A, ra, 04):- afuz K] CZM-1 G U AM( F- �r.l (jv6c- 261"7 5 70 r3aAU-LS PT�rL Z5 1') (,5) 3 TO lye Us�O t_I4Gz- F., C3 d -] ro 6 s (ro A.o S T F- l-ct►t to t.l�I tzL+ LArte,S F-1 ?, GCJrte�iiMJGi�!ti/ iSi! L) 4e ) 2/ 4 13 w h = C- c� I, 1: p=j -2xi, 3 -r: 14.5,E I = .�zzcZ . o2t%2 9/2 t r �• S) , �} 24 t��r--r r((tio yo rs_ 5- 022L2 4/2{ F, 5) ,294 " P = W tW 4a.vn-1/S�.%-- 5rL(SmIL 2(Gw 2w .. 3 �cY 1•ox2..1S w/(o — • 1-3 b - v+,6 5a'14)tarvy45v,4= Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 - p-cx r - 6&m o I%c-jr- 3,o 1 I ?'Ln' we I, S TVh 5S-5 3.. 5 v45v(-- Z• 0 G `(,a t5 no ,z. 3,7- 5— I AL 14 2-�c(0,':,1�.1, �. v "� rs/L-o )-5 M is 10 P5� PL 9 X( t_L 401 w h = C- c� I, 1: p=j -2xi, 3 -r: 14.5,E I = .�zzcZ . o2t%2 9/2 t r �• S) , �} 24 t��r--r r((tio yo rs_ 5- 022L2 4/2{ F, 5) ,294 " P = W tW 4a.vn-1/S�.%-- 5rL(SmIL 2(Gw 2w .. 3 �cY 1•ox2..1S w/(o — • 1-3 b - v+,6 5a'14)tarvy45v,4= Plan House Ltd., Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 PRO:i'i L'1:' S.iZfi, ' .F.R..:_ PROJ. No. SP710. LOCATION: 13 53 0 BADER MINE RD PARADISE DATE: 10/24/9501/1795 BY: LJW PAGE 3 A OF 4 2.9 S Z t2 - G - 2-4 r •-.T1�94 - 3, 5 3 7_9 f�i,9`J � r c.{ Ste- ��4 « �. Cj Gc// /�ci! C (Z04'k) 12 F7'L z. G✓Y/ Zo 4 U s ;T_ .Sarco Due- wl W -rye e "r (_ 3.5r2-= 1.v2 520 115 Fr_0 12��c. 13cr! w1Z6 3.� S/ u- ,vA.'t L r 1 3Zc, rt ''7 .• ,j z) i 4 �o `16 L J�� owl Plan House Ltd, Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 0 PROJECT: 51b ,EY , s . k. T PROD. No. 51710 _ .. LOCATION: 13530 BADER IN "L DATE: 10/24/95 rl 1/14/95 BY: LJW PAGEOF l,!.J 2 3.513. 75 = 7, 15 ILS 4, 4c� j 2S r�4,�5 2.=•arc . i�/4/.J. �J: -5 ✓J�� SELL N��L 106 x0, 33/(0-) r-12. II(Z� ��� c41'pc.. 9y o to 1a00 5r-- 09 0;-7,2e3"-- 23 9 = 39, 6 n co L -1, c.✓f '(c � �— — 33 to 5 �oy�. A"3 4-:_ 9 f a 0 — 04 w a, Z a 4.14 -PROJECT: SNHI rY S.F.h. ; _ FROJ. No: -51.710 LOCATION: 13530 BADER ivIivr kb PARZADISE DATE: 10/24/95 rl 1/14/95 BY: LJW PAGE 3)G -OF L1 AJZ- Z. 5 t !c. 5 r C -S f- i 5 .+- L S = 2-4. 5 r'L 8. 3'i 24'5 Fto 4 c�> 1 2`,3L. 133/3 41 iti'� O. Sox o9o�Zq:S Z+- o$v�oyoX2� S2�- b�ioJz4� SS, 3`f , s a Multi-Loaded Beam [91 UBC (86 NDS)] Ver. 3.05 By: Lara J. Wam r `rch�ir,.' ,Place House LTD/L.J. Worner Architect on: 1.1-17 1995 Project SM150710 Location: BM-1.5-,T E iAt V NOOIVL.R. Beam Data: Span: L= 14.5 FT Mabmum.Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect Criteria: ' ' U 240 - Uniforrn Load: - Live Load: ULL= 70 PLF Dead Load: UDL= 35-: PLF Beam Self Weight: BSW= 15 PLF Total Load: UTL= 120 PLF Concentrated Load P(1): Live Load: P(1)LL= 0 LBS Dead Load: P(1)DL= 560 LBS Total Load: P(1)TL= 560 LBS Location: X(1)= 3.8 FT Uniform Load (Partially Distributed): Live Load: PDLL= 480 PLF Dead Load: PDDL= 210 PLF Total Load: PDTL= 690 PLF Load Start: A= 0.0 FT Load End: B= 3.8 FT Load Length: C= 3.8 FT Properties For: #1- DOUGLAS FIR-LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1350 PSI Size Factor Fb' : CF Fb'= 1350 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment M= 7573 FT LB @ 3.75 FT Shear (a@ d from beam -,,ted): V= 7779 LBS, Comparisons With Required SdcUons: Section Modulus: Sreq= 68 IN3 S= 116 IN3 Area: Areq= 50 " IN2 A= 61 IN2 Moment of Inertia: Ireq= 233 IN4 1= 652 IN4 Section Adequate By 21% Controlling Factor: Area Deflections: - Dead Load:. DLD= 0.12 IN _ tiLive Load:n LLD= O. 14 IN = U1285 , TLD= 0.26 IN = L/674 End'Reac6on (LeR Side): Uir� toad• R_ LL LR= 2075 LBS _ _ DL LR= 1464 LBS Total Load.' TL LR= 3538 LBS End Reactions(Right Side): t + °�Combination Roof and Floor. Beam [91 UBC (86 NDS)] Ver. 3.05 By: Larry:J,.%fi.Imer r rch�. er t , Plan House LTDP,..J. Warner Architect on:._11-17;1995_„� .. Project: S�oi[50L.tatiora: �' :r rLR BM @LEFT SIDE FUTIRE STUD'S / ATTIC' ” .. r:.. Beam Data: i Span: L= 10.0 FT Maximum Unbraced Span: Lu= _ __.0_ F.T. Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Live Load: RCLL= 30 PSF Dead Load: _, RFDL= 15 PSF Roof Rafter -Tributary Widtb: RTW= � � 13.7-_' FT .- Roof Duration Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 PSF Floor Dead Load: FDL= 15 PSF Floor Joist Tributary Width: FTW= .7 FT Floor Duration Factor: - FDF= 1.00 '' • Wall Load: WL= 80 PLF Beam Loads: Roof Live Load: RFLL= 410 PLF Floor Live Load: FLt: 27 PLF Beam Self Weight: BSVV= 12 PLF Beam Total Dead Load: TDL= 307 PLF Total Maximum Load: TML= 744 PLF Controlling Total Design Load: CTL= .744 PLF Properties For: #1 - DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1553 PSI Size Factor Fb' : CF Fb'= 1553 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Maximum Mumerr: Rp,= .9305 FT LB Shear (@ d.frotri :yam end): V=' :149 LBS Comparisons With Required Ssctons: ` Section Modulus: .�� . �:, Sreq= 72 `� INS S= 78 IN3 Area: Areq= 49 IN2 A= 50 IN2 Moment of Inertia: Ireq= 210 IN4 1= _ r_ 362 IN4 --Section Adequate By: 5% Controlling Factor: Area x Dead Load: .. DLD= - 0.12 IN _ , .-. 41�ve Toad �' LLD= 0:1.7 x IN =. L/700, _ _ - _ x ;,Total Load ` TLD= rte*^ -P•4 N 2 •�.. 029 IN = V416 p r . ,.L Load - LL= 2185 `LBS 'DL=, .1537 LBS TIL, ' LBS -, Length Regd . BL= 1.08 IN' _Bearing _ _ .... _ _ ^r Multi -Loaded Beam .[91.UBC (86 NDS)] Ver. 3.05- By:.L_arry J. fuser Architect , Plan House LTDIL.J. WarnSr-Architect on: 11-117A995 Project: VVII50710 Locz�::1: SIM C(, NOOK/L.R. Beam Data: _ Span: L= 14.5 FT Mabmum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect Criteria: Ll 360 Total Load D`efiki C�.".4 rip. L/ .240 _ Uniform Load: Live Load: ULL= .70 PLF Dead Load: UDC= 3a' PLF Beam Self Weight: BSW= 15 PLF Total Load: UTL= 120 PLF Concentrated Load P(1): Live Load: P(I)LL= 0 LBS Dead Load: P(1)DL= 560 LBS Total Load: P(1)TL= 560 LBS Location: X(1)= 3.8 FT Uniform Load (Partially Distributed): Live Load: PDLL= 480 PLF Dead Load: PDDL= 210 PLF Total.Load: PDTL= 690 PLF Load Start: A= 0.0 FT Load End: B= 3.8 FT Load Length: C= 3.8 FT Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1350 PSI Size Factor Fb' : CF Fb'= 1350 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Ma)amum Moment: M= 7573 FT LB @ 3.75 FT Shear (@ d from beam end): V= 2779 LBS Comparisons With Required Sections: Section Modulus` Sreq= 68 11N3 S= 11.6 I Area: Areq= 50 I A= 61 IN2 Moment of Inertia: Ireq= 233 IN4 _. .. -.--- -�L __.�-- -__.._.652_ _IN4_..__. -.._ ---�----• �- - - Section Adequate By 21 % Controlling Factor: Area Deflections: Dead Load: DLD— _ .: _ Live Load: LLD-,- _ ' .- 014 1t-4.= t .120 _ Total Load:. TLD= =026 1N = EMT4 End Reactions(Left Side): Live Load: LL LR= 2075 LBS` Dead. Load: DL LR= 1464 LB ` -- - Total Load: - TL LR= 3538 ' LBS. - End Reactions(Right Sale): PROJECT: SMII,EY S.F.R. PROI No,. 51.710 LOCATION: 13530 BADER MIlVE RD PARADISE DATE: 10/24/95 rI I/14/95 BY: LJW PAGE 3 � OF f l 5 t [a. 5 f- C -S f- Z 5+ Z. 5 14. 5 8, 3) C/Jlye PLY lig/ —4'&( I FA y S 13-3/3 41 f-�- r o9or-24-5Zf- a5 eedlO)z4= 55,9` Plan House Ltd, Larry I Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 91.6492-8008 ti PRO`ECT: SMILEY S.F.R. FROU. No. 51710 LOCATION: 13530 BADER MINE RD PARADISE DA'Z'E: 10/24/95 rl 1/14/95 BY: LJW PAGE —L3 1 r CGS PL 31Y" GO e -y eJ c-, jd L 7, � if -5 ✓J -�� 511.0 N/a-tL li 33/1007 12= ��Z) 146C C41fOL gy Dlo .000 O,Sr�09cr72J 2,3i ��-71st (,,jrr— L 7.5 r -3,o 5 2 -3-53 3�3 = 33� L-//8 �4-"d rug 5 I ,gp - r` I rc,o 1 3 �.33 6 rr2 o(d U 4 0 31.75 4.9 .55 LlS� kL _ i PROJECT: SMILLY, S.P.I?:... �� ,Ytl kOl No. ..51710. LOCATION: 13530 BADER MINE RD PARADISE DATE: 10/24/95 rl 1/14/95 BY: LJW PAGE 3 P` OF ' f 12 - G _ ?2 r _294 = �, 53 (L ^ �6 Cq = .`• . �: , v'14 -_ (• % i \ cK.�n.. �-,�, l..u.o..o DIS Tnp-�P'r', To ria- ,.�Souo uc wl c1 7tit e plat �� /•l►z I 3.5 rt- '= 1-7-L- 3/vt ��`� WL�`f �6,r0L- �- �`z 1 �Y? = . 520 ll S �y'�s' ►3cr/!a WIIZs S/ c -c_ �'�•!_ j h � r.ar o = C40 9 = ) G 3 4,4 (2) 3.S PROJECT: S.V, EY S). F. PROJ. No. 51710 - LOCATION: 13530 BADER MINE RD PARAO L GIATE: 10/24/95 r11/14/95 ®� BY: LJW PAGE 2 OF - 33 Ir � mai G I - �(tD W 7r_ 3, 5" Co/ A, ra,, per. AXE- In) C ckAP U AM Cf- 1� UF5(- Z51-) 6 -CO orz-�U-'S PsrL Zsiq (9) 3 Tv OF"SED I L14( --Z- F., Ca �7 ro 6f_ (,AL -t-- Fvu -r.- n FS,'L 01" LOAAS TWW F -L .R_-- i.W17-14 L him d 71 M.rc W "5`- 1�i►�Z ), 2� G h!! Lj_ L3 is A JALYtn: �. 1�_ 5 j�-C,IU 1 6om ,o R uJ r 3,0 liv, flf(w�q I. S Tn vS 5S -s 3-5 I n15,A--. Z, Q G \+a!5 rLO ,LL 3,2- — L j4 L'5'z 15� 3 4, p ` LL 4010 Z4 WAL,(to - w I kjf3 h : q, Z P . I . 2,f. 1, 3 -f ( 4.5 * I = ..,774 7 _ ____ - • o 21-6 2. r 9/2 -r Zp 1'-/ s�L[Srt c. `Z. 2- 2-f- 7- tiw2t u, 5 = .29'4 F7 (3 b x k3 ro�s� (4z.r��2� +b5a'Id�t o�vY4Sxa = . ZI 3 Plan House Ltd:, Larry J. Warner, Architect, 10-C Williamsburg -Ln., Chico, CA 95926, 916-892-8008 Page: 2 Combinatian Ro-f and F''>uar Burr !.19C (o33:u5)j Ver. 3.05 By: Levy J. Warnes Arc.li tec! . Plan i' iI'LlS Al.ner Architect on: 1:1-17-9995 Proiect: SM1501thation: FS -2 FLR BM @ i E ? a1Dv F i i'i;'Z% STUDY/ ATTIC Summary: 5.50 x 9.25 #1 - DOUGLAS•FIR-LARCH - Dry Use _- i KLEINFELDER .... _ An vn, imve rnvilvd coiiij•'any November 28,.1995 Fil- ;-2 133-01 Mr. and Mrs. Smiley 13530 Bader Mine Road Paradise, Uif)rnia 95969 Subject: LABORATORY TEST RESULTS Dear Mr. and Mrs, SA-liky: We have completed Iaboratof testing on a soil sample that you delivered to our laboratory on November 14, 1995. Test results are attached. The test was conducted in accordance with applicable ASTM standards. If you have any questions regarding this information, please contact Cliff Curry at (916). 244-7203 at your convenience. Very truly yours, 139515 File: 26-2133-01 Copyright 1995; Kleinfelder, Inc. f)fR I'i_ (.�1:?�c?8 IVB>. fZpt�[�111{1, L;i •14l)f)i^112.i '111f 144-720.) November 29, 1995 EXPANSION INDE'. 139516 File: 26-21334)1 1995. K1t:1,jfc'tdcr, Inc. Page I of I kLEINFELDER 'Novernber 29. 1995 . .._f CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R Project Title: Smiley S.F.R.. - Run: 968 - 14 -Sep -95 Project Address: 13530 Bader Mine Rd. SMILEY 1816 SFR Paradise, CA 95969 Building Title: SFR 1816 s.f Build' n Permit # Document Author: Larry J. Warner" o�7(Ifo Telephone: 916-892-8008 Plan C,h@ck / Da e Compliance Method: CALRES2 Version 1.31 Climate Zone: 11 GENERAL INFORMATION Field Check / Date Conditioned Floor Area: 1816 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 205 deg (South) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value Location/Comments ----------------------- -------- ---------------------------------------- Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall 19 0.072 Outside Wall 19 0.072 Unconditioned Floor 19 0.049 Crawlspace Ceiling 38 0.025 Attic Wall 19 0.065 Attic Wall 19 0.065 Unconditioned Floor 19 0.048 Unconditioned FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins Type ----------------- ----- ----- ----- ---------- ---------- -------- -------- Window South 42.0 0.510 2 Std Drape Bug Screen None Vinyl Window North 100.5 0.510 2 Std Drape Bug Screen None Vinyl Window East 66.0 0.510 2 Std Drape Bug.Screen None Vinyl Window North 40.0 0.650 2 Std Drape Bug Screen None Wood Window North 40.0 0.650 2 Std Drape Bug Screen None Metal Window West 15.0 0.510 2 Std Drape Bug Screen None Vinyl THERMAL MASS Area Thick Type Exposed? (ft2) (in) Location/Comments + ----------------- ----- ----- ---------------------------------------- None CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: Smiley S.F.R. Run: 968 14 -Sep -95 HVAC SYSTEMS Duct Location Type Efficiency and 9 -value ------------------------------------------- ------ Furnace 0.78 AFUE Attic R-4.2 Air Gond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val -------------------- Standard_Gas Standard ------------ StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard_Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 76% -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'House -1' has non-standard internal gain of 40535 Btu/day. The standard value for this zone is 35612 Btu/day. 2. Zone 'House -2' has non-standard internal gain of 26705 Btu/day. The standard value for this zone is 11628 Btu/day. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: Smiley S.F.R. Run: 968 14 -Sep -95 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications,needed to comply with the Energy Standards in 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, and Notes section. DESIGNER OR OWNER Larry J. Warner PHL Architecture + 10-C Willaimsburg Chico, CA 95926 916-892-8008 Planning + Engineer Ln. Lic #. Signed Date ENFOR EMENT AGENCY Name: Title. Agency: _ Telephone: Signed Date DOCUMENTATION AUTHOR Larry J. Warner Plan House Ltd. 10-C Williamsburg Lane Chico, CA 95926 916-892-8008 Si Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title Smiley S.F.R. Run: 968 14 -Sep -95 Project Address: 13530 Bader Mine Rd. SMILEY 1816 SFR Paradise, CA 95969 Building Title: SFR 1816 s.f Building Permit # Document Author: Larry J. Warner Telephone: 916-892-8008 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 16.81 Space Cooling 12.95 Water Heating 12.56 Total 224.0 42.31 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 15.40 14.26 12.55 -------- Complies 42.20 Yes 1816 ft2 SFD Single Family Detached 205 deg (South) 1.00 2 Floor Construction Type: Raised floor Number of Conditioned Zones: 2 Total Conditioned Volume: 15897 ft3 Conditioned Footprint Area: 1525 ft2 Ground Floor Area: 1525 ft2 BUILDING ZONE Zone Name ------------ House-1 House -2 INFORMATION Floor Area Volume (ft2) (ft3) 1369 12321 447 3576 OPAQUE SURFACES Type ------------- Conditioned Conditioned Thermostat Type ------------ CEC_Standard CEC_Standard Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt Gns Type ---------- ------ ----- ---- --- --- --- ------------ Zone = House -1 Height Door 20.0 0.330 Door 20.0 0.330 Wall 224.0 0.072 Wall 107.0 0.072 Wall 463.0 0.072 Wall 234.5 0.072 Wall 20.0 0.072 Vent Vent Height Area (ft) (ft2) 8'0" 29.4 8'0" 5.7 Location/Comments -------------------------- 0 205 90 Yes CEC_30-Wood Outside 0 205 90 No CEC_30-Wood Unconditioned 19 205 90 Yes W19.2x6MS Outside 19 205 90 No W19.2x6MS Unconditioned 19 115 90 Yes W19.2x6MS Outside 19 25 90 Yes W19.2x6MS Outside 19 340 90 Yes W19.2x6MS Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: Smiley S.F.R. Run: 968 14 -Sep -95 OPAQUE SURFACES continued Surface Area U- Insl Tru Glazing Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt --- Gns --- Type Wall 333.0 0.072 19 295 90 Yes ------------ W19.2x6MS Floor 1369.0 0.049 19 -- 180 No FW19.210.16 Ceiling 1078.0 0.025 38 -- 0 Yes R38.2x4.24 Zone = House -2 Wind 12.0✓25 90 Hinged Vinyl CLR/VINYL Wall 104.0 0.065 19 205 90 Yes W19.2x6.16 Wall 40.0 0.065 19 205 90 No W19.2x6.16 Wall 40.0 0.072 19 205 90 Yes W19.2x6MS Wall 197.0 0.072 19 115 90 Yes W19.2x6MS Wall 45.0 0.065 19 115 90 No W19.2x6.16 Wall 64.0 0.072 19 25 90 Yes W19.2x6MS Wall 56.0 0.065 19 25 90 Yes W19.2x6.16 Wall 60.0 0.072 19 295 90 Yes W19.2x6MS Wall 45.0 0.065 19 295 90 No W19.2x6.16 Wall 151.0 0.065 19 295 90 Yes W19.2x6.16 Floor 156.0 0.048 19 -- 180 No FX19.2x8.16 Ceiling 447.0 0.025 38 -- 0 Yes R38.2x4.24 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Fenestration Name -------------- Zone = House -1 1 2 3 4 5 7 8 9 10 D-7 D-8 Zone = House -2 13 14 15 16 Location/Comments -------------------------- Outside Crawlspace Attic Attic Unconditioned Outside Outside Unconditioned Outside Attic Outside Unconditioned Attic Unconditioned Attic Insul Depth (in) Location/Comments ------ ---------------------------------- Comments ---------------- Glazing Area Tru Open Frame Charactr Type ---- (ft2) Azm ----- --- Tlt --- Type ------- Type -------- Name ------------ Wind 16.0'(205 90 Hinged Vinyl CLR/VINYL Wind 6.0`205 90 Slider Vinyl CLR/VINYL Wind 20.0✓205 90 Hinged Vinyl CLR/VINYL Wind 12.0" 25 90 Hinged Vinyl CLR/VINYL Wind 12.0✓25 90 Hinged Vinyl CLR/VINYL Wind 36.0v'25 90 Fixed Vinyl CLR/VINYL Wind16 25 90 Fixed Vinyl CLR/VINYL Wind 24.01340 90 Fixed Vinyl CLR/VINYL Wind 16.0`115 90 Hinged Vinyl CLR/VINYL Wind 8.0`115 90 Hinged Vinyl CLR/VINYL Wind 40.01-125 90 Hinged Wood clear Wind 40.0✓ 25 90 Slider Metal clear Wind 15.0 v115 90 Slider Vinyl CLR/VINYL Wind 12.0✓115 90 Slider Vinyl CLR/VINYL Wind 15.0✓t115 90 Slider Vinyl CLR/VINYL Wind 15.0✓295 90 Slider Vinyl CLR/VINYL Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Smiley S.F.R. Run: 968 14 -Sep -95 GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U_ Name Type Panes value ------------ CLR/VINYL --------- Clear ----- 2 ----- 0.510 clear Clear 2 0.650 INTER -ZONE SURFACES SC Gls Interior SC Int Only Shade Type Shade ---------------- ------ 0.880 Std Drape 0.780 0.880 Std Drape 0.780 Exterior SC Ext Shade Type Shade - --------- ------ Bug Screen 0.870 Bug Screen 0.870 Surface Area Insul Construction Type (ft2) U -value R-val Type Comments ----------- ------- ------- ----------------- --------------------------------- None INTER -ZONE VENTILATION Vent/ High Open Vent Height Vent Type Area Area Diff Comments ------------------------- ----- ----- ------ ------------------------------ None OVERHANGS Fenestration -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension ------------ ------ ------ ------ --------- --------- --------- None FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ----- ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: Smiley S.F.R. Run: 968 14 -Sep -95 SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = House -1 GasFurn.78 ACsplit10 Zone = House -2 GasFurn.78 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.78 AFUE Attic R-4.2 Air cond. central split 10.00 SEER Attic R-4.2 Furnace 0.78 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type Htrs Factor (gal) R-val Standard_Gas Standard StandardGas ----------------- Storage gas ---- 1 ------ 0.53 ------ 50 ----- 12 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ Standard—Gas -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) StandardGas 7606 -- 36.00 HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: --------------------------- Smiley S.F.R. Run: 968 14 -Sep -95 SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'House -1' has non-standard internal gain of 40535 Btu/day. The standard value for this zone is 35612 Btu/day. 2. Zone 1 -House -2' has non-standard internal gain of 26705 Btu/day. The standard value for this zone is 11628 Btu/day. PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project Title: Smiley S.F.R. 14 -Sep -95 Project Address: 13530 Bader Mine Rd. Paradise, CA 95969 Building Permit # Building Title: SFR 1816 s.f Document Author: Larry J. Warner Checked By / Date Telephone: 916-892-8008 Compliance Method: CALRES2 Version 1.31 ---------------------------------------- ---------------------------------------- Assembly Name: Assembly Type: Framing Percentage: Framing Type: W19.2x6MS Wall Construction 150 CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./19.56 x 0.85) + (1./5.22 x 0.15) = 0.072 Btuh/ft2-F Resistance: = 13.85 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Material (inches) at Cavity at Framing 1 ------------ FilmIn_90 --------- ---------- -- 0.68 ---------- 0.68 2 GypBoard_HC 0.50 0.45 0.45 3a Fir 3.50 -- 3.47 3b R19Batt 5.50 17.80 -- 4 Felt -- 0.06 0.06 5 Hardwood—HC 0.50 0.40 0.40 6 FilmOutside -- 0.17 0.17 Total Unadjusted Resistance (R): 19.56 5.22 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U -value: (1./19.56 x 0.85) + (1./5.22 x 0.15) = 0.072 Btuh/ft2-F Resistance: = 13.85 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. Mandatory Measures Checklist: Residential MF -1 F NOTE: Lownse residential buildings ^abject to the Standards must contain these measures regardless of the c,;mpiiance approach used. Items marked with an asterisk Ci may be superseded by more stringent compliance requirements listen on t1he Certificate of Compliance. Whart thi;- check!ist is incorporated into the permit documents, the features noted shall be considered by all psrties as binding mir imum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. • . . DESCR-IPTION Building Envelope Meas!pres I DESIGNER I ENFORCEMENT; * §150(a): Minimum R-19 ceiling insulation:. r I §150(b): Loose fill insulation manufacturers labeled R -Value. .3 g150(c): Minimum R-13 wall insulation in frames waiJ.i (dues not apply to exterior mass wails). �, c " §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. Iz_ §150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 20 perminch. . 1 §118: Insulation specified or installed meets California Energy Commission quality standards. N Indicate type and form. U-11* §116-17: Fenestration Products, Exterior Doors and InfiltratioNExfiltration 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 wead*mtripped; all joints and penetrations caulked and seaJod. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110 -13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission § 150(i): Setback thermostat on all applicable heating systems. §150(1): Pipe and Tank Insulation 1. Indirect hot Yater tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation vJ wkst (9.12 or grerdw) or wmbined interior/exterior insulation (P,• 16 or, gre rwr" 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 it anated in recirculating sections of hot water system. 4. Cooling system piping below 55*F imuiated. 5. Piping insulated between hearing source and indirect hot water tank. * §150(m): Ducts and Fans 1. Ducts cortstructsd, irtsfailled and seated to comply with UMC Sections 1002 and 1004; duds insulated to a minimum installed value of R-4:2 or ducts ertdosed entirely within conditioned since. 2- Exhaustbinsystentatmebadcdraft:or automatic dampers 3. Gravity verttitating,syellema serving oatdtioned space have either automatic or readily accessible, §t i4.. PooQa<td andnt_ t voters a' iilfid iAerr,takefAo ` �l S rs' swtlfd�,.tMe�felp�0pf.�[Ons, nosystm *1 ekictiiigino:pilotlFght T a ,At traet36' � .� (Iietnerartd heater far future soiav heating. - 3. Podsy de rtdtredbiat heels and a�dnarldm pump time switdt_ §115. Gas -Bred co tat furnace; pod -heater, spa heater or ha sehold-cool ftapplfance have no continuously burin ptbi #i _ (Exoepti_on: Non-elechcut 000iong appliance with pilot < t 50' Btwhr.) Ughttn4 Measures §150(k): 40 Iumeruft- t orgreater for general lighting in kitdtens and rooms with water closets; and recessed coding fbrtures IC (insulation cover) approved. Revised January 1992 o, 5 I U -vat NIN wrNoa+J 0.('s M I,v RESIDENTIAL PLAN CHECK NG GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS ONLY OWNER: o�YY1 �� N BUILDING PERMIT NUMBER ' 7o 6 PLAN CHECKER: ASSESSOR PARCEL NUMBER: Zoning requirements: (sideyards and number of permitted living units). Plans signed by designer. , Proper description of work on application. 5 Existing violations on property. 6. • Items on data sheet, (Impact fees, Health, Developer fees, License law, etc.). s . Recorded notice of violation. i PLOT PLAN: 7; Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, and drainage. Flood hazard. �f Special conditions on creation map, (noise, C.D.F., fire sprinklers, non-combustible, and foundations). AU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: 'Complete to scale plan with dimensions. equired windows for light and ventilation (Section 1205). Required windows for second exit (Section 1204). Skylights (Chapter 34 & Section 5207). Human impact glass (Section 5406). < , Required room sizes, ceiling heights (Section 1207). G.F.C.I. in -baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Section 503(d)(3) ). 1 - 3'0" exterior exit door (Section 3304 (f). ireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 1210). lumbing fixtures, water closet clearances and shower size. / Standard bracing or engineered design (Table 25V). Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and cals if necessary. Rafter ties or bearing ridge beam. arage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. pecial inspection required. May 1995 3.2 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY DWELLING, DUPLEX AND MISCELLANEOUS MISCELLANEOUS ITEMS TO LOOK OUT FOR: ` t way details: landings, rise and run, head clearance, handrails (Section 3306). rdrail details (Section 1711 and 33060), k or stone veneer (Chapter 30).nor plaster - weep screeds (Section 4706). er roof pitch for roof covering (Chapter 32). covering type - (fire hazard). m insulation - protection. halls and stairways. ng area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. t.tEnergy o exits on three-story dwellings (Section 3303 and see Mezzanines - 1716). tic access and ventilation (Section 3205). derfloor access and ventilation (Section 2516). mbustion air for fuel burning appliances - L.P.G. requirements. ise requirements on duplexes. design. shing at all exterior openings. C.D.F. responsible area requirements. Norman & Barbara Smiley 13530 Bader Mine Road Paradise, CA Re: 3 Bedroom House A.P. No. 066-510-010 6uffe Couafq NAND O F N A T U R A L W E A L T H A N D B E A U T Y rs- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 96986.3397 TELEPHONE: (916) 638.7641 FAX: 1916) 638.2140 With reference to the above subject, attached is: Date: 11/13/95 . Permit #95-2706 [x] Plan Check List [x] Red Marked Calculations [x] Red Marked Plans [x] Other: - CDF Fire Safe Requirements Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [x] Resubmit calculations with revisions as required [x] Return all material attached Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely,: George ,Y. Kellogg - Plan Check Engineer Permit Applicant: Norman & Barbara Smiley Permit #95-2706 Date: 11/13/95 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Provide additional information and/or make revisions to plans and calculations as requested in reviewed calculations. 2. Indicate on the plans the conventional bracing (per the Uniform Building Code) to be used on lines 3, 5, 6, B and D. 3. Provide lateral design (per Chapter 23 U.B.C.) for line 4 & GarageBdrm 3 area that results in a system which provides a complete load path capable of transferring all loads and forces from their point of origin to their load -resisting elements. The design is to include all required connections and appropriate construction details. 4. The County Expansive Soil Map shows the project area as having the potential of moderately expansive soil. Provide verification that the soil is non -expansive if conventional footings are to be used. If soil is expansive, footings are to be designed for the expansion/shrinkage forces expected. PROJECT: SMILEY SFR PROD. No. 51710 LOCATION: 13530 BADER MINE RD. PARADISE DATE: 11/07/95 PLS 51 BY: LJW PAGE ROOF DEAD LOAD CALCULATIONS TRUSSED ROOF SYSTEM COMP. ROOF 2.0 PSF 1/2" CDX PLY 1.5 TRUSSES @ 24" O.C. 3.0 5/8" GYP BRD. 3.5 INSUL 2.0 MISC 0.5 TOTAL 12.5 PSF USE 13.0 PSF. F Looms.. (1 12Dr—S I iib^I 1 �q12� I ' I II � l j � t 1 SrnvZ�T FJ -2-13✓ &,4,2-l✓ -2 D- ►Q€�jCY�- V-✓lAM JAS Plan House Ltd, Larry J. Warner, Architect, 10-C Williamsburg Ln., Chico, CA 95926, 916-892-8008 PAGE S OF 3 Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: RB --1 RF BM @ STAIR/LIVING ROOM Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: ULL= 80 PLF Dead Load: UDL= 30 PLF Beam Self Weight: BSW= 8 PLF Total Load: UTL= 118 PLF Concentrated Load P(1): Live Load: P(1)LL= 1484 LBS Dead Load: P(1)DL= 742 LBS Total Load: P(1)TL= 2226 LBS Location: X(1)= 5.0 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 5058 FT LB @ 5.00 FT Shear (@ d from beam end): V= 1772 LBS Comparisons With Required Sections: Section Modulus: Sreq= 49 IN3 S= 49 IN3 Area: Areq= 28 IN2 A= _ 32 IN2 Moment of Inertia: Ireq= 72 IN4 1= 230 IN4 Section Adequate By 3% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.08 IN = L/1159 Total Load: TLD= 0.12 IN = L/776 End Reactions(Left Side): Live Load: LL LR= 877 LBS Dead Load: DL LR= 430 LBS Total Load: TL LR= 1306 LBS End Reactions(Right Side): Live Load: LL RR= 1248 LBS Dead Load: DL RR= 615 LBS Total Load: TL RR= 1863 LBS Bearing Length Regd.(Left) : LBL= 0.60 IN Bearing Length Regd.(Right): / RBL= 0.85 IN Summary: 3.50 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use v PAGE S OF 3 Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: BM -1.5-1 BM @ NOOK/L.R. Beam Data: Span: L= 14.5 Mabmum Unbraced Span: Lu= 0.0 Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: ULL= 70 Dead Load: UDL= 35 Beam Self Weight: BSW= 15 Total Load: UTL= 120 Concentrated Load P(1): Live Load: P(1)LL= 0 Dead Load: P(1)DL= 560 Total Load: P(1)TL= 560 Location: X(1)= 3.8 Uniform Load (Partially Distributed): Live Load: PDLL= 480 Dead Load: PDDL= 210 Total Load: PDTL= 690 Load Start: A= 0.0 Load End: B= 3.8 Load Length: C= 3.8 Properties For: Select Structural- DOUGLAS FIR -LARCH Bending Stress: Fb= 1600 Shear Stress: Fv= 85 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1600 Size Factor Fb' : CF Fb'= 1600 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Moment: M= 7573 Shear (@ d from beam end): V= 2779 Comparisons With Required Sections: Section Modulus: Sreq= 57 Area: Moment of Inertia: Section Adequate By 21% Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Load: End Reactions(Right Side): Controlling Factor: Area S= Areq= A= Ireq= 1= DLD= LLD= TLD= LL LR= DL LR= TL LR= 116 50 61 233 652 0.12 0.14 0.26 2075 1464 3538 FT FT PLF PLF PLF PLF LBS LBS LBS FT PLF PLF PLF FT FT FT PSI PSI PSI PSI PSI PSI FT LB @ 3.75 FT LBS IN3 IN3 IN2 IN2 IN4 IN4 IN IN = L/1265 IN = L/674 LBS LBS LBS PAGE & OF 33 Page: 2 Mutti-Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: BM -1.5-1 BM c@ NOOK/L.R. Live Load: LL RR= " 740 LBS Dead Load: DL RR= 609 LBS Total Load: TL RR= 1350 LBS Bearing Length Regd.(Left) : LBL= / 1.03 IN Bearing Length Regd.(Right): RBL= / 0.39 IN Summary: 5.50 x 11.25 Select Structural - DOUGLAS FIR -LARCH - Dry Use PAGE 7 OF 33 Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 1120 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 11-06-1995 DL= Project: SM150710 Location: BM -2-1 BEAM @ STAIR/FUTURE STUDY LBS Beam Data: 1891 LBS Span: L= 8.0 Mabmum Unbraced Span: Lu= ' .0 Live Load Deflect. Criteria: L/ -360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: FDL= 15 Side One: Floor Live Load: FCLL(1)= 40 Tributary Load Span(Side One): FTW(1)= 2.0 Side Two: Floor Live Load: FCLL(2)= 40 Tributary Load Span(Side Two): FTW(2)= 5.0 Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 80 Average Uniform Live Load: FLLave= 40 Beam Loading: Beam Total Live Load: BLL= 280 Beam Self Weight: BSW= 8 Beam Total Dead Load: TDL= 193 Total Mabmum Load: TML= 473 Controlling Total Design Load: CTL= 473 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fc perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1250 Size Factor Fb' : CF Fb'= 1250 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3783 Shear (c@ d from beam end): V= 1527 Comparisons With Required Sections: Section Modulus: Sreq= 37 S= 49 Area: Areq= 25 A= 32 Moment of Inertia: Ireq= 65 1= 230 Section Adequate By: 26 % Controlling Factor: Area Deflections: Dead Load: Live Load: - Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: / Bearing Length Regd.: Summary: 3.50 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use FT FT PSF PSF FT PSF FT PLF PSF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT LB LBS IN3 IN3 IN2 IN2 IN4 IN4 DLD= 0.05 IN LLD= 0.07 IN = L/1460 TLD= 0.11 IN = L/864 LL= 1120 LBS DL= 771 LBS TL= 1891 LBS BL= .86 IN PAGE 8 OF 33 Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: HDR -15 @ DOOR 15 Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: ULL= 180 PLF Dead Load: UDL= 90 PLF Beam Self Weight: BSW= 10 PLF Total Load: UTL= 280 PLF Concentrated Load P(1): Live Load: P(I)LL= 1522 LBS Dead Load: P(1)DL= 761 LBS Total Load: P(I)TL= 2283 LBS Location: X(1)= 6.0 FT Uniform Load (Partially Distributed): Live Load: PDLL= 200 PLF Dead Load: PDDL= 100 PLF Total Load: PDTL= 300 PLF Load Start: A= 0.0 FT Load End: B= 6.0 FT Load Length: C= 6.0 FT Properties For: 1.8E WS MicroLam- TRUSS JOIST -MACMILLAN Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Slenderness Fb' : Fb' = 2600 PSI Size Factor Fb' : CF Fb'= 2600 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 8940 FT LB @ 5.55 FT Shear (@ d from beam end): V= 3118 LBS Comparisons With Required Sections: Section Modulus: Sreq= 42 IN3 S= 73 IN3 Area: Areq= 17 IN2 A= 39 IN2 Moment of Inertia: Ireq= 156 IN4 1= 415 IN4 Section Adequate By 44% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.06 IN Live Load: LLD= 0.11 IN = U974 Total Load: TLD= 0.17 IN = U642 End Reactions(Left Side): Live Load: LL LR= 2117 LBS Dead Load: DL LR= 1102 LBS Total Load: TL LR= 3219 LBS End Reactions(Right Side): PAGE _� OF -3L 'Page: 2 Mulfi-Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: HDR -15 @ DOOR 15 Live Load: LL RR= 2225 LBS Dead Load: DL RR= 1155 LBS Total Load: TL RR= 3380 LBS Bearing Length Regd.(Left) : LBL= 1.23 IN Bearing Length Regd.(Right): RBL 1.29 IN Summary: 3.50 x 11.25 1.8E WS MicroLam - TRUSS JOIST -MACMILLAN pAa[o ®F 3.3- Floor Joist [91 UBC (86 NDS)] Ver. 3.04 21 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SMI50710 Location: FJ -2-B 2XFLR JOIST 2ND FLR BDRM2BATH Ireq= Joist Data: 1= 99 Span: L= 13.3 Maximum Unbraced Length: Lu= 0.0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Joist Loading: Uniform Live Load: FCLL= 40 Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 0 Uniform Dead Load: UDL= 15 Joist Live Load: WL= 53 Joist Dead Load: WD= 20 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1450 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fcperp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1450 Size Factor Fb' : CF Fb'= 1450 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V=. 486' Note: Critical V created by combining all dead loads and W live loads. Maximum Moment: M= 1609 Note: Critical M created by combining all dead loads and W live loads. Comparisons With Required Sections: Section Modulus: Sreq= 14 Area: Moment of Inertia: Section Adequate By: 38 % Controlling Factor: Section Moduluc, Deflections: Interior Span Live Load: Interior Span Total Load: Spacing: Bearing Length Reqd.: Bearing Length Reqd.: Equivalent Wall Loadings: Left End: Right End: Joist Reactions: S= 21 Areq= 8 A= 13 Ireq= 49 1= 99 FT FT PSF LBS PSF PLF PLF PSI PSI PSI PSI PSI PSI LBS FT LBS IN3 IN3 IN2 IN2 IN4 IN4 LLD= 0.22 IN = Lf724 TLD= 0.30 IN = U527 SPC= 16.00 IN BL1= .52 IN BL2= .52 IN WTL1= 364 PLF WTL2= 364 PLF Left End Total Load Reactions: R1 max= 486 LBS R1Min= 0 LBS Right End Total Load Reactions: R2Max= 486 LBS R2Min= 0 LBS Summary: 1.50 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use !/ PAGE OF 33 Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on Project: SM150710 Location: FJ -2-C 2XFUTURE STUDY Joist Data: 0.30 Span: L= Maximum Unbraced Length: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Joist Loading: IN Uniform Live Load: FCLL= Floor Duration Factor: FDF= Concentrated Live Load: FLLconc= Uniform Dead Load: UDL= Joist Live Load: WL= Joist Dead Load: WD= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fcperp= Adjusted Properties Slenderness Fb': Fb' _ Size Factor Fb' : CF Fb'= Beam Length Classification: Short Beam Controlling Duration Factor: Cd= Design Requirements: Maximum Shear: V= Note: Critical V created by combining all dead loads and W live loads. Maximum Moment: M= Note: Critical M created by combining all dead loads and W live loads. Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: Section Adequate By: 38 % Controlling Factor: Section Modulus Deflections: Interior Span Live Load: Interior Span Total Load: Spacing: Bearing Length Reqd.: Bearing Length Reqd.: Equivalent Wall Loadings: Left End: Right End: Joist Reactions: S= Areq= A= Ireq= 1= 11-06-1995 13.3 FT 0.0 FT 360 240 40 PSF 1.00 0 LBS 15 PSF 53 PLF 20 PLF 1450 PSI 95 PSI 1700000 PSI 625 PSI 1450 PSI 1450 PSI 1.00 486 LBS 1609 FT LBS 14 IN3 21 IN3 8 IN2 13 IN2 49 IN4 99 IN4 LLD= 0.22 IN = Lf724 TLD= 0.30 IN = L/527 SPC= 16,00 IN BL1= .52 IN BL2= .52 IN WTL1= 364 PLF WTL2= 364 PLF Left End Total Load Reactions: R1 max= 486 LBS R1 Min= 0 LBS Right End Total Load Reactions: R2Max= 486 LBS R2Min= 0 LBS Summary: 1.50 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use l/ PAGE I2 0F OT - 4 NOV-09-95 THU 10:10 PLAN HOUSE LTD. -31E. 892 8008 40 C3ntilever Floor Beam [!;l I.IB0 (86 NOS)] Ver. 3.04 5y: Larry J, Warner Architect Phan Hou -se LTD/L.-) Warner Architect on, 11 09 1995 Project! FMI507.10 Loc;i�qn: PJ -2-0-W 9'X0r--Dr`00M 3 Beam Uoiro: Span: L= 7.5 1-']' Maximum Unbraced Span' �Q -FT Live Load Detlect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 A�-arn Loading7 Dead t,inad- .10 PSF E3eall) Self Weiqht� 15 PLF 0�;intilever End One: EndSpan-. CG1- 5.5 FT Live Load: 60 PSF Tributary Width: TW1 6.6 F'r Point Live Load: PIL= 360 LSS Point Dead Load: Pic)= 270 L130 Wall Loading: WALL,I= 185 PLIT Interior Span: J , Live Load: CLL� so PSF Tributary VVidth: TVV� 6.0 FT Point Live Load- PL- 480 LBS Point Ot-art Loa -l- PD- 36U LB$ Location: X1= 0.5 FT WL411 Loadiiiq. WAI- 1..� 185 PLF Beam Uniform Loading Summary: End One: Dead Load: WiDm, 280 PLF End One, Uve Load: W -i L= �500 -PLF Interior Span: Dead Load: wo- 260 PLF Interior Span: Live Load: WL= 360 PLF Proportics For: 1.8E WS MicroLam- TRUE)C,JOI3T-?VtACMILLA1`J Bending Ftre33: Fb- 2600 PBi Shear Stress- Fv= 285 PCI Modulus of Elasticity: E� I 81=017) Pal Strt&-" Pnrpepdic-ular to Grain: 750 P S I Adjosted Properti.-;,.-s. Slenderness Fb'; 2600 PSI Size Factor Fb': CF Fb'- 2i504 PSI 5aam Langth Claerftalion: $"rt Beam Fb'(Comproeslon 1=30S in Tennion (tj-)d 1j): Fb'- 2P�00 PSI Beam Length ClOssificaton: Shorl, Beam Controlling DL.IfMt.011 PGClCr: cd= i.00 Doelgn Requiremcints: Controlling Moment: �11 2845 FT LRS Over Lefl OUPP011-t (Erld 1) Critical M crr�Aff�d hY C.-vil-ibilling wil de�d IQ,.ids -and P, F I �incl IN I !Kre loadu. Mawlmurn Sheaf: V= 4822 -,L5S. At Intt;rior SpL4n Edqp� of Left Support(End 11) C-1-itiCal V u.-rezkted t:�y combining sill C1.0 -4d 103d.tl and P_ P 1, VNJ anci 'NJ live loads, Recluired Sai:�tlonc,: Secf:ion Modulus: Sraq- so IN3 I,- � .123 IN3. Areq= 26, IN12 Mome nt of Indrda: A- 62� $54 IN2 'IN4 732, li%1k P AG or 33 P. 02 NOV-09-1.905 THU 10:11 �LAN HOUSE L�D. 9 1 G S 9 2 8'0 0 8 P.03 Page, 2 Cantilpvpr Floar Elearn 191 U130 -(86 ['4D:5)1 Ver. 3.04 By: L�my J. Warner Ara.-.Wter-t, Plan Houme LTD/L.J. Warner Archtmot on. 11-09-1 �095 Pr9jQqt: SM1507-10 Loc-atizin: F -14 -b -W 2',KBEDROOM 3 Section Adequate By: i I % Controlling, Factor. Moment of Inertia Dcficctions: Cant *1 ip I Live Load: 0.18 IN Cant Tip 1 Total Load, TLDI= -.033 IN Interior Span UVG Load: LLD= -0.02 IN = L/4394 Interior Span Total Load: TLD= --0.04 IN � U2013 End Reaction& - Left End Tot;O Load Rt-aaiions: R1 Max= 8863 LBS RlMin= 0 LBS Right E, *1d Tutal Luad ReautJons: R2Max- 1669 LBS Notwoesign Por Uplift Loads. p2min= -713 L55 Dead Loid Uplist F,S.: WSF= . .1.0 BearinQ Lonoth Bearing Length Reqd.: BL1= 2.25" IN Bearing Length Reqd.: 131-2= .42 1 N F,ummary: 6.26 x 11.6/6 1.8L W$ Microl-am -TRUWE� JOIST- MACM1 LLAN - PAGE _j Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FJ -2 -D -W 2XBEDROOM 3 Joist Data: Span: L= 9.5 FT Maximum Un ced Length: Lu= 0.0 FT Live Load Defle Criteria: U 360 Total Load Defle . Criteria: U 240 Joist Loading: Uniform Live Load: FCLL= 165 P F Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 83 LBS Uniform Dead Load: UDL= 1 PSF Joist Live Load: WL= 2 PLF Joist Dead Load: WD= 0 PLF Point Live Load: PL= 90 PLF Point Dead Load: PD= 45 .PLF Location: X1= 6.5 FT Cantilever: Span: CS1= 3.25 FT Uniform Live Load: LL1= 40 PSF Uniform Dead Load: DL1= 15 PSF Joist Live Load: W1 L= 53 PLF Joist Dead Load: W1 D= 20 PLF Point Live Load (@ cant end): P1 L= 90 PLF Point Dead Load (@ cant end): P1 D= 125 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb 1,450 PSI Shear Stress: F 95 PSI Modulus of Elasticity: = 1700000 PSI Stress Perpendicular to Grain: F e p= 625 PSI Adjusted Properties Slenderness Fb' : ' = 1450 PSI Size Factor Fb' : C Fb' 1450 PSI Beam Length Classification: Sho Beam Fb' (Compression Face in Tension [End One]): Fb' = 1450 PSI Beam Length Classification: Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V= 1336 LBS Note: Critical V created by combining all dead loads and P P1; W and W1 live load . Maximum Moment: M= 2 86 FT LBS Note: Critical M created by combining all dead loads and and W live loads. Comparisons With Required Sections: Section Modulus: Sreq= 23 IN3 S= 42 IN3 Area: Areq= 22 12 A= 27 1 Ireq= 85 IN Moment of Inertia: 1= 198 IN4 Section Adequate By: 24 % Controlling Factor: ea Deflections: Cant Tip 1 Live Load: LLD1= -0.14 IN Cant Tip 1 Total Load: TLD1= -0.11 IN Interior Span Live Load: LLD= 0.13 IN = U893 Interior Span Total Load: TLD= 0.13 IN = U911 PAGE I 3 OF Page: 2 - Floor Joist [91 UBC (86 NDS)] Ver. 3 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Project: SM150710 Location: FJ -2 -D -W 2XBE Spacing: Bearing Length eqd.: Bearing Length R qd.: Equivalent Wall Loadings: Left End: Right End: Joist Reactions: Left End Total Load Reac ns: Right End Total Load Reactio Note:Design For Uplift Loads Summary: 3.00 x 9.25 #2 - DOUGLAS F - RCH - Dry Use rchitect on: 11-06-1995 OOM 3 SPC= 16.00 IN BL1= .99 IN BL2= .64 IN WTL1= 1396 PLF WTL2= 896 PLF R1 max= 1861 LBS R1 Min= 0 LBS R2Max= 1195 LBS R2Min= -48 LBS PAGE 14 OF 3- 4 Floor Joist [91 UBC (86 NDS)] Ver. 3.04 21 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FJ -2-D 2XBEDROOM 3 A= Joist Data: Ireq= 33 Span: L= 9.5 Maximum Unbraced Length: Lu= 0.0 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: FCLL= 40 Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 0 Uniform Dead Load: UDL= 15 Joist Live Load: WL= 53 Joist Dead Load: WD= 20 Cantilever: Span: CS1= 3.25 Uniform Live Load: LL1= 40 Uniform Dead Load: DL1= 15 Joist Live Load: W1 L= 53 Joist Dead Load: W1 D= 20 Point Live Load (@ cant end): P1 L= 90 Point Dead Load (@ cant end): P1 D= 125 Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1450 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1700000 Stress Perpendicular to Grain: Fcperp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1450 Size Factor Fb' : CF Fb'= 1450 Beam Length Classification: Short Beam Fb' (Compression Face in Tension [End One]): Fb' = 1450 Beam Length Classification: Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V= 525 Note: Critical V created by combining all dead loads and P1 and W1 live loads. Maximum Moment: M= -1319 Note: Critical M created by combining all dead loads and P1 and W1 live loads. Comparisons With Required Sections: Section Modulus: Sreq= 11 Area: Moment of Inertia: Section Adequate By: 40 % Controlling Factor: Area Deflections: Cant Tip 1 Live Load: Cant Tip 1 Total Load: Interior Span Live Load: Interior Span Total Load: Spacing: Bearing Length Reqd.: Bearing Length Reqd.: S= 21 Areq= 9 A= 13 Ireq= 33 1= 99 FT FT PSF LBS PSF PLF PLF FT PSF PSF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI PSI LBS FT LBS IN3 IN3 IN2 IN2 IN4 IN4 LLD1= 0.07 IN TLD1= 0.16 IN LLD= 0.06 IN = L/2039 TLD= -0.06 IN = L/2067 SPC= 16.00 IN BL1= 1.08 IN BL2= .30 IN PAGE 1:5 OF 11?_ Page: 2 Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FJ -2-D 2XBEDROOM 3 Equivalent Wall Loadings: Left End: Right End: Joist Reactions: Left End Total Load Reactions: Right End Total Load Reactions: Note:Design For Uplift Loads Summary: 1.50 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use WTL1= 759 PLF WTL2= 210 PLF R1 max= R1 Min= R2Max= �Min= 1012 LBS 0 LBS 280 LBS. -76 LBS PAGE 1� OF 33 Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.04 LBS By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 1537 Project: SM1507-12ation: FB -2 FLR BM @ LEFT SIDE FUTURE STUDY/ ATTIC TL= Beam Data: LBS BL= Span: L= 10.0 Mabmum Unbraced Span: Lu= .0 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loading: Live Load: RCLL= 30 Dead Load: RFDL= 15 Roof Rafter Tributary Width: RTW= 13.7 Roof Duration Factor: RDF= 1.15 Floor Loading: Code Live Load: FCLL= 40 Floor Dead Load: FDL= 15 Floor Joist Tributary Width: FTW= .7 Floor Duration Factor: FDF= 1.00 Wall Load: WL= 80 Beam Loads: Roof Live Load: RFLL= 410 Floor Live Load: FLL= 27 Beam Self Weight: BSW= 12 Beam Total Dead Load: TDL= 307 Total Mabmum Load: TML= 744 Controlling Total Design Load: CTL= 744 Properties For: Select Structural - DOUGLAS FIR -LARCH Bending Stress: Fb= 1600 Shear Stress: Fv= 85 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Slenderness Fb' : Fb' = 1840 Size Factor Fb' : CF Fb'= 1840 Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.15 Design Requirements: Ma)amum Moment: M= 9305 Shear (@ d from beam end): V= 3148 Comparisons With Required Sections: Section Modulus: Sreq= 61 S= 78 Area: Areq= 49 A= 50 Moment of Inertia: Ireq= 210 1= 362 Section Adequate By: 5% Controlling Factor: Area Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: w gar PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT LB LBS IN3 IN3 IN2 IN2 IN4 IN4 DLD= 0.12 IN LLD= 0.17 IN = L/709 TLD= 0.29 IN = U416 LL= 2185 LBS DL= 1537 LBS TL= 3722 LBS BL= 1.08 IN PAGE I) OF ,'3*3_ Page: 2 Combination Roof and Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150112ation: FB -2 FLR BM @ LEFT SIDE FUTURE STUDY/ ATTIC Summary: 5.50 x 9.25 Select Structural - DOUGLAS FIR -LARCH - Dry Use X PAGE_ OF 33 Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM1507t18cation: FBA FLR BM @ STAIR LANDING TO LIVING ROOM Beam Data: Span: L= 8.0 FT Mabmum Unbraced Span: Lu= .0 'FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: FDL= 15 PSF Side One: Floor live Load: FCLL(1)= 40 PSF Tributary Load Span(Side One): FTW(1)= 2.0 FT Side Two: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= .0 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 0 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 80 PLF Beam Self Weight: BSW= 3 PLF Beam Total Dead Load: TDL= 33 PLF Total Ma)amum Load: TML= 113 PLF Controlling Total Design Load: CTL= 113 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv- 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Mabmum Moment: M= 906 FT LB Shear (@ d from beam end): V= 384 LBS Comparisons With Required Sections: Section Modulus: Sreq= 9 IN3 S= 13 IN3 Area: Areq= 7 IN2 A= 10 IN2 Moment of Inertia: Ireq= 17 IN4 1= 47 IN4 Section Adequate By: 34 % Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.09 IN = U1049 Total Load: TLD= 0.13 IN = L/745 Reactions (Each End): Live Load: LL= 322 LBS Dead Load: DL= 131 LBS Total Load: TL= 453 LBS Bearing Length Reqd.:/ BL= .48 IN Summary: 1.50 x 7.25 #2 - DOUGLAS FIR -LARCH - Dry Use LI PAGE LL OF 33 Controlling Duration Factor: Controlling Direction: Y Axis Compressive Stress: Allowable Compressive Stress: Column Properties Area: Section Modulus X: Section Modulus Y: Length Depth Ratio: Jy= X_axis Length Class= Y_axis Length Class= Cd= Column Bending Calculations Eccentricity Moment X Axis: Eccentricity Moment Y Axis: Bending Stress X Axis: Bending Stress Y Axis: Allowable Bending Stress (X Axis): Allowable Bending Stress (Y Axis): Combined Stress Factor: Column Adequate By: 18 % Base Reactions Live: Dead: Total: Maximum Unbraced Length .(X): Maximum Unbraced Length m: Column Section (X): Column Section m: Summary: 5.50 x 5.50 #1 - DOUGLAS FIR -LARCH - Dry Use fc= Fax= Fay= A= Sx= Sy= Lex/dx= Ley/dy= 11-06-1995 5638 Wood Column [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on Project: SM150710 Location: PT -1 POST @ BM -2-4-02 (GARAGE) Axial Loads 8.0. Live Loads: LL= Dead Loads: DL= Total Loads: TL= Column Data 1000 Length: L= Column End Condition: Ke= Eccentricity X Axis: ex= Eccentricity Y Axis: ey= Column Design Stresses .4 Compressive Stress: Fc parl= Modulus of Elasticity: E= Bending Stress: Fbx= Bending Stress: Fby= Adjusted Properties K Factor K= J Factor Jx= Controlling Duration Factor: Controlling Direction: Y Axis Compressive Stress: Allowable Compressive Stress: Column Properties Area: Section Modulus X: Section Modulus Y: Length Depth Ratio: Jy= X_axis Length Class= Y_axis Length Class= Cd= Column Bending Calculations Eccentricity Moment X Axis: Eccentricity Moment Y Axis: Bending Stress X Axis: Bending Stress Y Axis: Allowable Bending Stress (X Axis): Allowable Bending Stress (Y Axis): Combined Stress Factor: Column Adequate By: 18 % Base Reactions Live: Dead: Total: Maximum Unbraced Length .(X): Maximum Unbraced Length m: Column Section (X): Column Section m: Summary: 5.50 x 5.50 #1 - DOUGLAS FIR -LARCH - Dry Use fc= Fax= Fay= A= Sx= Sy= Lex/dx= Ley/dy= 11-06-1995 5638 LBS 2430 LBS 8068 LBS 8.0. FT 1.0 fby= 1.0 IN 1.0 IN 1000 PSI 1600000 PSI 1200 PSI 1200 PSI 26.8 .4 .4 Intermediate Intermediate 1.00 267 PSI 940 PSI 940 PSI 30.25 IN 2 27.7 IN 3 27.7 IN 3 17.5 17.5 Mx= 8068 IN LBS My= 8068 IN LBS fbx= 291 PSI fby= 291 PSI F'bx= 1200 PSI F'by= 1200 PSI CSF= 0.82 IN TLL= 5638 LBS TDL= 2497 LBS TTL= 8135 LBS Lx= 8.00 FT Ly= 8.00 FT dx= 5.50 IN dy= 5.50 IN PAGE 20 OF 3 _ Square Footing Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FTG -1 -FG -1-1 Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 1680 LBS Dead Load: DL= 900 LBS Total Load: TL= 2580 LBS Ultimate factored load: Pu= 4116 LBS Footing Size Selection: Required footing area: Areq= 1.91 SF Minimum footing size required: Lreq= 1.38 FT Selected Size: Length: L= 1.50 FT Width: W= 1.50 FT Area: A= 2.25 SF Ultimate bearing pressure: Qu= 1829 PSF Column Base Dimensions: Length: 1= 6 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 57 IN Punching shear: Vu1= 1536 LBS Punching shear stress: vu1= 4 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LBS Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 4116 IN LBS Concrete compressive block depth: a= 0.01 IN Minimum Steel Requirements: Steel required.based on moment: As(1)= 0.01 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.01 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 6.00 IN. O.C. As= .39 IN2/FT Reinforcement Adequate Footing Summary: Size: 1.50 FT. X 1.50 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 6.00 IN O.C. E/W Or: (3) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PAGE ?-I OF 333_ Square Footing Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FTG -1 -1.5 -FG -1-1-1.5 Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 700 LBS Dead Load: DL= 480 LBS Total Load: TL= 1180 LBS Ultimate factored load: Pu= 1862 LBS Footing Size Selection: Required footing area: Areq= .87 SF Minimum footing size required: Lreq= .93 FT Selected Size: Length: L= 1.00 FT Width: W= 1.00 FT Area: A= 1.00 SF Ultimate bearing pressure: Qu= 1862 PSF Column Base Dimensions: Length: 1= 6 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 57 IN Punching shear: Vu1= 0 LBS Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LBS Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 698 IN LBS Concrete compressive block depth: a= 0.00 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.00 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.00 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 6.00 IN. O.C. As= .39 IN2/FT Reinforcement Adequate Footing Summary: Size: 1.00 FT. X 1.00 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 6.00 IN O.C. ENV Or: (2) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PAGE ZZ OF .33 Square Footing Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FTG -2-1 @ T-7 &FB -1 Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 3178 LBS Dead Load: DL= 1545 LBS Total Load: TL=. 4723 LBS Ultimate factored load: Pu= 7566 LBS Footing Size Selection: Required footing area: Areq= 3.50 SF Minimum footing size required: Lreq= 1.87 FT Selected Size: Length: L= 2.00 FT Width: W= 2.00 FT Area: A= 4.00 SF Ultimate bearing pressure: Qu= 1891 PSF Column Base Dimensions: Length: 1= 6 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 57 IN Punching shear: Vu1= 4898 LBS Punching shear stress: vu1= 12 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 236 LBS Beam shear stress: vu2= 1 PSI Allowable beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 12767 IN LBS Concrete compressive block depth: a= 0.03 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.02 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.03 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 6.00 IN. O.C. As= .39 IN2/FT Reinforcement Adequate Footing Summary: Size: 2.00 FT. X 2.00 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 6.00 IN O.C. E/W Or: (4) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PAGE Z3 OF 33 Square Footing Ver. 3.04 PSI By: Larry J. Warner Architect , Plan House LTD/L.J. Warner Architect on Project: SM150710 Location: FTG -2-2 FTG & BM -2-1 Footing Properties: 1350 Concrete compressive strength: F'c= Reinforcing steel yield strength: Fy= Allowable soil bearing pressure: Qs= Effective soil bearing pressure: Qe= Concrete reinforcement cover: c= Footing Loads: 1.40 Live Load: LL= Dead Load: DL= Total Load: TL= Ultimate factored load: Pu= Footing Size Selection: 1909 Required footing area: Areq= Minimum footing size required: Lreq= Selected Size: 12 'Length: L= Width: W= Area: A= Ultimate bearing pressure: Qu= Column Base Dimensions: Length: 1= Width: w= Footing depth based on shear stresses: Selected footing depth: D= Effective steel depth: d= Punching Stress Calculations: Critical perimeter: Bo= Punching shear: Vu1= Punching shear stress: vu1= Allowable punching shear stress: vc1= Beam shear stress calculations: Beam shear: Vu2= Beam shear stress: vu2= Allowable beam shear stress: vc2= Reinforcement Requirements: Factored moment: Mu= Concrete compressive block depth: a= Minimum Steel Requirements: 11-06-1995 2500 PSI 40000 PSI 1500 PSF 1350 PSF 3 IN 1120 LBS 771 LBS 1891 LBS 2983 LBS 1.40 SF 1.18 FT 1.25 FT 1.25 FT 1.56 SF 1909 PSF 6 IN 6 IN 12 IN 8.25 IN 55 IN 477 LBS 1 PSI 200 PSI 0 LBS 0 PSI 100 PSI 2244 0.01 Steel required based on moment: As(1)= 0.01 Based on temp. shrinkage: As(2)= 0.29 Based on 4/3 As required: As(3)= 0.01 Controlling reinforcing steel: As reqd= 0.29 Selected reinforcement: #4 BARS @ 4.50 IN. O.C. As= .52 Reinforcement Adequate Footing Summary: Size: Depth: Reinforcement: Or: Footing Size Adequate Base Plate Adequate Footing Depth Adequate IN LBS IN IN2/FT IN2/FT IN2/FT IN2/FT IN2/FT 1.25 FT. X 1.25 FT D= 12 IN. #4 BARS @ 4.50 IN O.C. E/W (3) #4 BARS E/W PAGE OF 3 Square Footing Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FTG -2-3 FTG @ FB -2 @ STAIR Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 2185 LBS Dead Load: DL= 1537 LBS Total Load: TL= 3722 LBS Ultimate factored load: Pu= 5866 LBS Footing Size Selection: Required footing area: Areq= 2.76 SF Minimum footing size required: Lreq= 1.66 FT Selected Size: Length: L= 1.67 FT Width: W= 1.67 FT Area: A= 2.79 SF Ultimate bearing pressure: Qu= 2103 PSF Column Base Dimensions: Length: 1= 6 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 55 IN Punching shear: Vu1= 3105 LBS Punching shear stress: vu1= 8 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LBS Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 7736 IN LBS Concrete compressive block depth: a= 0.02 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.02 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.02 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 7.02 IN. O.C. As= .34 IN2/FT Reinforcement Adequate Footing Summary: Size: 1.67 FT. X 1.67 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 7.02 IN O.C. EM Or: (3) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PAGE ZS OF 33 Square Footing Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FTG -1 @ PT -1 (GARAGE) Footing Properties: Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete reinforcement cover: c= 3 IN Footing Loads: Live Load: LL= 5700 LBS Dead Load: DL= 2632 LBS Total Load: TL= 8332 LBS Ultimate factored load: Pu= 13375 LBS Footing Size Selection: Required footing area: Areq= 6.17 SF Minimum footing size required: Lreq= 2.48 FT Selected Size: Length: L= 2.50 FT Width: W= 2.50 FT Area: A= 6.25 SF Ultimate bearing pressure: Qu= 2140 PSF Column Base Dimensions: Length: 1= 6 IN Width: w= 6 IN Footing depth based on shear stresses: Selected footing depth: D= 12 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo= 55 IN Punching shear: Vul= 10565 LBS Punching shear stress: vul= 27 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 1783 LBS Beam shear stress: vu2= 8 PSI Allowable beam shear stress: vc2= 100 PSI Reinforcement Requirements: Factored moment: Mu= 33451 IN LBS Concrete compressive block depth: a= 0.07 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.05 IN2/FT Based on temp. shrinkage: As(2)= 0.29 IN2/FT Based on 4/3 As required: As(3)= 0.06 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/FT Selected reinforcement: #4 BARS @ 8.00 IN. O.C. As= .29 IN2/FT . Reinforcement Adequate Footing Summary: Size: 2.50 FT. X 2.50 FT Depth: D= 12 IN. Reinforcement: #4 BARS @ 8.00 IN O.C. EM Or: (4) #4 BARS E/W Footing Size Adequate Base Plate Adequate Footing Depth Adequate PAGE ZG OF 3 *3 Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FJ -1-2-1.5 FLR JOIST @ L.R. Joist Data: Span: L= 7.0 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Joist Loading: Uniform Live Load: FCLL= 40 PSF Floor Duration Factor: FDF= 1.00 Concentrated Live Load: FLLconc= 0 LBS Uniform Dead Load: UDL= 15 PSF Joist Live Load: WL= 53 PLF Joist Dead Load: WD= 20 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1450 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fcperp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1450 PSI Size Factor Fb' : CF Fb'= 1450 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Shear: V= 257 LBS Note: Critical V created by combining all dead loads and W live loads. Maximum Moment: M= 449 FT LBS Note: Critical M created by combining all dead loads and W live loads. Decking Information: Plywood Thickness T= 0.75 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Ajoist= 8.25 IN2 Plywood Area: Aply= 2.08 IN2 Section Centroid: C= 3.38 IN ABOVE BASE Moment Of Inertia: Icomb= 38 IN4 Comparisons With Required Sections: Section Modulus: Sreq= 4 IN3 S= 7 . IN3 Area: Areq= 5 IN2 A= 8 IN2 Ireq= 7 IN4 Moment of Inertia: (comb= 38 IN4 Section Adequate By: 51 % Controlling Factor: Section Modulus Deflections: Interior Span Live Load: LLD= 0.05 IN = U1840 Interior Span Total Load: TLD= 0.06 IN = U1338 Spacing: SPC= 16.00 IN Bearing Length Reqd.: BL1= .27 IN Bearing Length Reqd.: BL2= .27 IN Equivalent Wall Loadings: Left End: WTL1= 193 PLF Right End: WTL2= 193 PLF Joist Reactions: PAGE Z% OF Page: 2 Floor Joist [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-06-1995 Project: SM150710 Location: FJ -1-2-1.5 FLR JOIST @ L.R. Left End Total Load Reactions: R1 max= 257 LBS R1 Min= 0 LBS Right End Total Load Reactions: R2Max= 257 LBS �R2Min= 0 LBS Summary: 1.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use Z / PAGE 26 OF 33 f -40V-09-95 THU 1 1 :1 E- PLAN HOUSE L TD 9 1 E. .81 9 2 8 0 0 8 Unifolinly Loaded Floor E300M jQ"I U15C 1,400)] Ver. 3.0,1 15y: Larry J. WarriQr Architect, Plan HOLISC LTDfL.J. Wjirner . ArohrtoCt on: 11-09-11W_ p1rjjei.;t: SM1507`10 LoQatiwi! FG -1-1 FLR GIRDER TYR,, 171 -It. L SPAN 802M Data: L� 4.6 Span: '0 IVILIAMUni Unbraced F513an, L/ 350 Live Load Df-flact. Criteria: L/ 24E) Total Load beflert. Criteria: Floor LoadIng'. FDL= 10 Floor Dead Luad: Side Onw. Floor Ltva Loa& FGLL(1)� 40 Tril�utary Load Spari(Side. 0"-)'. FTW(l)-. 6,8 sideTwo: floor Ltve Load. FCLL(7)� 40 Tributary Load Span(Side Two',. FTW(2)--; T3 Live Load Uuration Factor% FDI`= 1.00 Wall Load: WL= 230 40 Average Uniform UVC I-oad: FLLove= SeaM Loading: BLL= .580 Sean -v Total Live Load: 8 Beatil Self Weight: Beam Tutal Mead LoAd: TOL= 938 Total Maximum Load: TM.L� Controlling Tot;al Design Load- C.TL--: 038 Properbee For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Sheer Streee: as ModuluG of Elostefty: 1700000 Ctress Pcrpondiculair to Grain: F4%_perp= 625 Arljimtecl Properties Glendernesti Fla': Fb' 1250 Size FAntor Fb�: cF rb,- Bearn Length C!aasificabon: Shot I SeAll) Contrulting Durabon Factor' 1.00 Design Requireme-rits. 27SS Maximum Mwrielit. Shoor (�IV d from beie.M &1)d): V= 5A2 Qornpari�one VV1th lRequired Sections: Section Modulus-, Src,,I= Area: Moment of iner"ba: 8ecbon Ado�..,juat6 Fy� 25 % Controilinc; Factor: Area Dead Lvad. Live Lozd: Total Load; Renotloine (Eai:rf End): LK,e Load' :)cad Load, Totai Load: Searing Lerlgth RceArl.,*. CL!Mnldry'. 3.50 x 9-25 #2 - QQUGLAS FIR -LARCH - Dry Use P'_ Areq- A= Irer 4 DLD- LLD� TLD= LL� TL� "'�BL= P A 0 E F; 49 25 28, 2130 FT FT POF P s F F'r PSF FT PLF PSF P1 F PLr PLF PI_F1 PLF PSI psi P31 PSI PSI PSI FT LS IN3 INa IN2 IN2 IN4 IN4 P. 02 0.01 IN 0-02 II,,J = L/3317 0.03 IN = Qlfoa-1 1352 L5S 9 13 L130 2265 LS3 1,04 R\1 N 0V — 0 9 — 9 5 T H U 1 1 : 1 6 P L A N '�4 CCU!�: E T D 9 1 E. 89 2 E: 0 1:) 8 P. 03 i_,1nif6r`rnIy Loaded Floor se2in, Esi USC olli 1,10S)l Vel . C n.04 LTC)/I- J. Warner ArONW -t On! By' Larry J. Warnar'Architect. NiM HOUVIP FG�i FLR QiRPER TYP-,FULL SPAN Prolect: SM15U71 0 -1 -1.5 Seall-I Date: �.O, FT Span'. Ma-Amum Unbraced Spim, LU= .0 FT Uva Load Dofleet. Crtteria; Li U 240 Total Load Deflect. Criteria. Floor Coading': FDL= 10,- PSF FIQUI. Dead Loa& FCI-,L(1)= 40. ;PSF Side Onc-7 Floor Live LC�ad: FTVV(11)= 3.6 FT Trtbutat� Load Span(Side One): f.;CLL(2)= 'PSF Side Two: Floor (.irva Load: FTW(Z)- �_4(3 3.5 F�T Tributary Lou,! Span(Gide Two): FDF= 1.00 Live Load DuriiVion Fw.tor' VVL- 755 x If - Pi W31i Load; J: Average Uniform Live Loat. F(.Lave- 40 P S F2 Beam Losoing: BLL� 2BO PLF- BeemTotol Live Load; BSW� .-, a �'�PLF Seem 6elf Weight: TDL= 8 213 _PLF neam Total Dead Load: TMI.= `1`113 PLF Tot;,al Mawimurn Load� JJi3 PLF 4,,"� Controlling Total Uesign Load: ,Propetiies For: #71- DOUGLAP, FIR-LokIRCH -1260 PSI Beisding f3trP-._ Fb= Fv- 95 PISI Sheur Stoiss: Modulus or Eiasticity- E� 17 00000 PSI Stress Perperl(JICLII-Af tO Orain' Fc -pe. rp= f525 PSI' Adjusted Properdes Slenderness Fb' F*U' '1250 pp�i Size Factor Fb' : 4CP Fb'= A6750 pplt Beam Length Claselficabon: Short Bearn Controlling DUr;3itjon Farjor, �00 Design ReLquirementa: . 11 - 3478 VT LB Nlawirnum Momem Shear (Q d from besm ord): V - oompari�sons VJhh R+%quirad E-eobon-,!�: *eo�-iiurl MOCAll' I.S, .3.4 IN3 S= 49 IN3 Area: Ar-aq= :ii� IN2 A= 32 IN2 Moment of Inart!7i; 37 NZ: 14 230, IN CE)cc1ion Adequate BY: 6 Controlling Fa,,toi: Ar6a Oeflections: Dead Load: 0.03 IN LKe Load. 0.01. IN Llt%950 Loasi- 505 Rewt-Vuns (Each End): Live Load. LL� 700 'LSS DEPaci Lozid; DL- 2082 LBS Total Lor�_d: Tt.%- 2782' LSS Sea. -Ing Lemgth Keqd�: SL_ 1.27 IN Summary: ��.50 x 9.25 #2 - DOUGLAS FIR. -LARCH - Di -V OF Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11.-07-1995 Project: SM150710 Location: FG -2-1 FLR GIRDER @ M.Bdrm / L.R. Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= .0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: FDL= 10 PSF Side One: Floor Live Load: FCLL(1)= 40 PSF Tributary Load Span(Side One): FTW(1)= 3.5 FT Side Two: Floor Live Load: FCLL(2)= 40 PSF Tributary Load Span(Side Two): FTW(2)= 6.5 FT Live Load Duration Factor: FDF= 1.00 Wall Load: WL= 80 PLF Average Uniform Live Load: FLLave= 40 PSF Beam Loading: Beam Total Live Load: BLL= 400 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: TDL= 185 PLF Total Maximum Load: TML= 585 PLF Controlling Total Design Load: CTL= 585 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 1827 FT LB Shear (@ d from beam end): V= 1194 LBS Comparisons With Required Sections: Section Modulus: Sreq= 18 IN3 S= 17 IN3 Area: Areq= 19 IN2 A= 19 IN2 Moment of Inertia: Ireq= 20 IN4 1= 48 IN4 Section Adequate By: 1 % Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.07 IN = U880 Total Load: TLD= 0.10 IN = U602 Reactions (Each End): Live Load: LL= 1000 LBS Dead Load: DL= 462 LBS Total Load: TL= 1462 LBS Bearing Length Reqd.: / BL= .67 IN Summary: 3.50 x-&..50 #2 - DOUGLAS FIR -LARCH - Dry Use 3 ,oi�% o7j PAGE 31 OF 3. Uniformly Loaded Floor Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: Project: SM150710 Location: FG -2-2 FLR GIRDER @ M.Bath Beam Data: 5 Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: 95 Floor Dead Load: FDL= Side One: Floor Live Load: FCLL(1)= Tributary Load Span(Side One): FTW(1)= Side Two: Floor Live Load: FCLL(2)= Tributary Load Span(Side Two): FTW(2)= Live Load Duration Factor: FDF= Wall Load: WL= Average Uniform Live Load: FLLave= Beam Loading: 17 Beam Total Live Load: BLL= Beam Self Weight: BSW= Beam Total Dead Load: TDL= Total Maximum Load: TML= Controlling Total Design Load: CTL= Properties For: #2- DOUGLAS FIR -LARCH 0.06 Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Slenderness Fb' : Fb' = Size Factor Fb' : CF Fb'= Beam Length Classification: Short Beam Controlling Duration Factor: 'Cd= Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: Section Adequate By: 13 % Controlling Factor: Section Modulus Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Summary: 3.50 x 5.50 #2 - DOUGLAS FIR -LARCH - Dry Use S= Areq= A= Ireq= 1= DLD= LLD= TLD= 11-07-1995 5.0 FT .0 FT 360 240 10 PSF 40 PSF 2.0 FT 40 PSF 6.5 FT 1.00 80 PLF 40 PSF 340 PLF 5 PLF 170 PLF 510 PLF 510 PLF 1250 PSI 95 PSI 1700000 PSI 625 PSI 1250 PSI 1250 PSI 1.00 1593 FT LB 1041 LBS 16 IN3 17 IN3 17 IN2 19 IN2 17 IN4 48 IN4 0.03 IN 0.06 IN = L/1035 0.09 IN = L/691 LL= 850 LBS DL= 424. LBS TL= 1274 LBS BL= .58 IN PAGE OF -73 Multi -Loaded Beam [91 UBC (86 NDS)] Ver. 3.04 By: Larry J. Warner Architect, Plan House LTD/L.J. Warner Architect on: 11-07-1995 Project: SM150710 Location: FG -STAIR @ STAIR BEARING 45 DEG WALL Beam Data: Span: L= 13.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: LDF= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: ULL= 54 PLF Dead Load: UDL= 20 PLF Beam Self Weight: BSW= 7 PLF Total Load: UTL= 81 PLF Concentrated Load P(1): Live Load: P(I)LL= 300 LBS Dead Load: P(1)DL= 192 LBS Total Load: P(1)TL= 492 LBS Location: X(1)= 8.0 FT Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 1250 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Slenderness Fb' : Fb' = 1250 PSI Size Factor Fb' : CF Fb'= 1250 PSI Beam Length Classification: Short Beam Controlling Duration Factor: Cd= 1.00 Design Requirements: Maximum Moment: M= 3129 FT LB @ 8.00 FT Shear (@ d from beam end): V= 765 LBS Comparisons With Required Sections: Section Modulus: Sreq= 31 IN3 S= 42 IN3 Area: Areq= 13 IN2 A= 27 IN2 Moment of Inertia: Ireq= 80 IN4 1= 197 IN4 Section Adequate By 30% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.17 IN = U925 Total Load: TLD= 0.26 IN = U596 End Reactions(Left Side): Live Load: LL LR= 466 LBS Dead Load: DL LR= 248 LBS Total Load: TL LR= 714 LBS End Reactions(Right Side): Live Load: LL RR= 536 LBS Dead Load: DL RR= 292 LBS Total Load: TL RR= 828 LBS Bearing Length Regd.(Left) : • L= 0.38 IN Bearing Length Regd.(Right): 0.44 IN /RBL= Summary: 3.00 x 9.25 #2 - DOUGLAS FIR -LARCH - Dry Use PAGE _ OF 33 October 15, 1993 John & Tina McCurdy P.O. Box 1684 Magalia, CA 95954 RE: Building Code Violation A.P. #066-51-0-010 Bader Mine Road, Magalia Dear Mr. and Mrs. McCurdy: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain the required permits, inspections and approvals from this office for conversion of a garage/shop to living area. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not. obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply '.with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Michael Vi.eira or Scott Rutherford in this office at the address or telephone number listed above. S' cerely, NICV: dms Mi ael C. Vieira, C.B.O. Manager, Building Inspection cc: Assessor 10 C� A-1 sic) `6-1 z.- 4- -3 c OV -Q 7')Id u se -d p 3 dto 911193 VIOLATION CHECK LIST A. P. # 066-51-0-010 Address Bader Mine Road, Magalia Owner John & Tina McCurdy Owner's Address P 0 Box 1684 Owner's Phone No. Supervisoral District Tenant "s Name Phone No. Type of Violation in Detail with Code Section Priority No. Conversion of a garage/shop to living area Specific Plot Plan with C/V Noted _yes no Penalties Required 1st. Notice Sent 10/15%93 2nd. Notice Sent ate Date Comments and/or Determination oC, P alb e4y, '77N,9. Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) ^'tkf'''�a4 '- .^e":' j'r'' >.-�. ^•' �✓�i?_.,vrd.'.:.ii"�'i.?k�t'Tw{s?.9'rim:�sL''b..'��fki:`•a.'^"r�Y.!�'^_i$�iii�4'�a%i�.ti�%'.:�'f&'?'vil FO yy , 66-51-10 - -4162-9 .,P,E,M MCCURDY;- John,/ 1 , Bader.kn d a gyX is new sf) R _ �1� d 66-51-10 1145-91B,P,E , a ti UufR.0 ., John I Baser Mine Rd, Magalia new' garage/shop) --------���� 66-51-10 o a Permi2665-91B ,(retaining .^mall). 066-510-010 9274340B MCCURDY, John Bader Mine Rd, Magalia -' (1st renewal of BP 1-2665 P t w ��. o e � e ,y (� VV�W✓✓� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE tL C- Q kA OWNER PERMIT No. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office wh�-n correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -.5 tzm 1:� &6wRL" In Q oiNWEIZI GARAGf 'T o ocl� T�' I r'j IV\ I T- W I rj Date '6 --30 - 01-3 inspector J'J�,�� REV 10/92 COMPLAINANT: ADDRESS: PHONE NUMBER: OTHER COMMENTS• U ��..,RESIDENTIAL , 2-42 66-51-10 2665-91B MCCURDY,John Bader Mine Rd, Magalia (retaining wall) �- (©13 . t tod'aw our 'i 6� ° JOB FINALED (Da s Signature J=OK O = Not OK t Not Applicable = 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L" it./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing S. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings cu"C' fb a GSL -S � Date -Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 pAW4-<- �-z ✓=OK O=Not OK = Not Applicable RESIDENTIAL (Single & Duplex) ' =Not Ready " Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning-Setbacks-Easements=Flood-Slope 45. Hangers -Post Caps-Anchors-Cdnnectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. lies-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, an; Steel-Blockouts-Wrapped - - 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 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 #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------- ------------------------- 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection --------------------- ------------------ 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access - -------------------------------------- -- -- 21. Gas Pipe: Size & Anchors Date -- -- -Card B_1 -- - Date - Card B -t Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------------------------ -------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors -------- ----- ---------------------------------------- 24. Size Boxes & No. of Conductors -Stapled --------- -------------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------------------------- - - -------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond & Water ----------- ------------------------------------------------Gas---------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GF1 ---- ---------------------------------------------- ------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size r / ga. - ----- ---- - -Cu----- - ----------------- ----------------------------- 29. Range Circ. ! ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------- ------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect - --- ---------------------------------------------- 31. Equip. -Clea rances Panels -Motors -Mach. Equip. ---------- ------------------------------------------------ 32. Clothes Closet Light -Shower Light -Spa Light -------- -------------------------------------------------- ------ ---- - -- -- 33. -Smoke-Detector ------------------------------ --------------- ---------------------------------- Date Card B-1 Date Card B-1 - --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support --------------------------------------------------------------------------------- 35. Vent Fan. Exhaust above insulation ------------- ----------------------------------------------------------- 36. Condensate Drain & Overflow; Size & Grade --------------------------------- -- ___- 37 Furnance-Vent: Access -Comb. Air -Return -Air Vent -115 outlet 38 Attic Access & Platform if Furnance in Attic ----------------------------------------- ------------------------------------- Date ---------------------------------- DateCard B-1 Date Card -B-1 ------------- -------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors ------- --- --- ---------------------------------------------------------- -- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound -------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ------------ ----------------------------------------------------------- 42. Draft Stop in Walls (rat proof) ----- ----- --- 43. - _F -ire-Stops: Furred Ceilings -Stairs -Chases -Tub ----------------- ------------------------------------ 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50.- Garage Fire Protection Framing St. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection _54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------55. Siding -Nailing Veneer --------- - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------------------- -Date------- -Card --Date________Card B-1 _ Date Date Card B-1 Date Card B-1 Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector ------- ------------------ 63. Furnace; Vents -Clearance -Comb. Air -Connector- ----------------- In Garage: Above Floor -Ducts -Meth. Protection ----- --- 64. Bedroom Exiting 65. G F.I_& Bath Fixtures & Tub Access -Spa ------------------------------ 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stags & Rails ------ 68. Fireplace or Stove: Clearances -Hearth --- - _ ___ 69.--Elec.-Outlets at Wood Panel: Int. & Ext. 70. Kit.Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance ------ -------------------- -------- - 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer ------------- 73. -----------73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb. Elec. & M_ech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection -------- 77. Insulation -Foam -Looked in Attic ❑ Yes --------------------------------- 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes ------ ------------------------------------ 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No - -- ---- -- - -- 81. Stucco: Brown -Finish --------------------- --------------- --- 82. -A.--C.-Unit: Disconnect. Electrical, Plumbing ---------------------- - 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - -------------------------- 87. Glass Protection ------ - ----------------------------- --- -- 88. Corrections from Previous Inspections -------------------------------------- 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------ -------------- ------------------ -- -- Date Card B-1 Date Card B-1 Date Card -6- 1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ,S� .. 1t�?'��yj:fv �x•'`.�Y,r�..M r t � +�'�u%�'�j:,�t.�?a4�tiii; `,� ydh.]�,�-lyj3i-v'•y.�`�f.�N`���'c�j�j p�:(CrcY'De �.h ,a11f±' I:�-:r��i� � �r .:-`?�"yy,�.tiwx y:\.�r1 fl�.;r•s-.. .. 'sr ,3;, i 't -�L'. �!•� < is .. '..i.0 L.TS''Z•T� w -'�''� +aa. .F f •- • =. ` �iry. �„I . i 066 S10 O10 s ; 92-4340B;� +^ ''MCCURDY,; .�sLs John �. . ,I �. , r " . Bader Mine R "';� , , Rd, �Magalia $��'2'� (1st renewal -of BP#91-2665 ) • t + 1'� 'kr1 ni Ln4,+Z �y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 9a - Y-3 $/a ASSESSOR PARCEL NUMBER ZON Ir1MN�,G, —2 BUILDING PERMIT O WNES066-510-010 ohn Mc Curdy TELEPHONE 872-8131 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 1684 Ma alis 95954 CONTRACTOR'S NAME TELEPHONE Onwer 1ST RENEWAL CONTRACTOR'S MAILING ADDRESS Fireplace FireTotal CONSTRUCTION LENDER - None UNKNOWN Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee Q Fee $ 43.25 ARCHITECT OR ENGINEER Mike Me Enespy LICENSE NO. 29465 Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 58.25 Bader Mine 1.. Magalia PLUMBING PERMIT Filing Fee 15.00 Each Trap w 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each gas,water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ other Retaining Wall ,SPECIFY Gas p' g system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JWI@ 15.00 TYPE OF WORK ' New l� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: (Retaining Wall) lot Renewal of B.P. #2665-91 Permit Fee a Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 00V OR S 200A OR LESS 18.50 CONTRACTORS LICENSE_ LAW I declare under penalty of perjury (check one): I ❑ 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 th Ir sole compen- sation, will do the work,and the structufe isnot-intVnded or offered for sale. (Sec. 7044) i ,.. - ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this.reason1. Main service 200A TO 1000A) 37,50 NEW CONST. ( DWELLING OCCUP.�\ OR ACDNS. 3.64sq.ft. ACC• BLDGS. / NEW CONSTR RANCH TLET CIRCUITS) NO N•R ESID BRANCH CIRC ITS @ 5•0� POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RE Sim.)EA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee s WORKMEN'S COMPENSATION INSURANCE I declare and r,penalty of perjury (check •,,— ❑ The permit is for $100.0 valuation) or less. ❑ I have placed on file wh/the County of Butte Building Department a Certificate of Workmen s Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling LHood 6.50 Ventilation P errnit Fee S Contractor I certify that I have read this application and state that the above infor ion is correct. I agree to comply to all County Ordinancestand State Laws relating to building construction, and hereby authorize representativesTof the County`ot Butte to enter upon the above-mentioned property for;irlspection purposes.///_ rk harmless,(the County,gf Butte against I also agree to save, indemnify anirfithe all liabilities, lu nts, costs, �ienseswhirh;may In any Way aCCfUe against said 0In conse ue graWng�of'this permit 1 Date 1,211 7 Signctu e�of Applicant – Owner C �ra�tar ❑ Agent ` An 044 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 $ occr CONST TYPE TOTAL FEE $•� HAZ 1.0 IMP fL00D CDF PARCEL PD HD 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. r'+ -.DIRECTORIOF PUBLIC WORKS �!/�---�Date l 1 -f s�. - MIT"EXPIRES Date 94 V L .? C ,� Receipt No. 7 . WHITE-D.P.W., YELLOW-ASSE330R, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. ballfornla 95965 - Telephone: 916/538-7541 APPLICATION AN.R.PERMIT PERMIT NO. �•' ASSESSOR PARCEL NUMBER 66-51-10 ZONING ' TM2 BUILDING PERMIT OWNER T ��nn 7� JOHN RA.DDRESS TELEPHONE 872-0131 SQ. FT. OCC, BUILDING VALUATION 1080 1. 10 10,800 MAILING PO BOX 1684 MAGALIA 95954 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 86.50 ARCHITECT OR ENGINEER MIKE LICENSE NO. 29465 Plan Checking Fee $ 43.25 Energy Plan Checking Fee $ OEN ENGINEER'S MAILING ADDRESS ARCHITECT RGIN Penalty $ BUILDING ADDRESS BADER MINE RD Permit fee $ 139.75 PLUMBING PERMIT Filing Fee 10.00 MAGALIA Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other RETAINING WALL SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New 5 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 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 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ l jam licensed under provisions of Chapt. 9, Div. 3 of the Business d 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 this reason NEW CONST. DWELLING OCCUP.N OR ADDNS. � ACC. BLDGS. , /20sgft NEW CONSTR. ULT' -OUTLET NO N.RESID BRANCH CIRCUITS 2.50 ea (POWER APPARATUS t1) SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 20®s0C eAL03o Ex. OCCUp. OUTLETS (RESID.)FIXED APPLNS. REA.7 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 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 �6f Consent to Self -Insure. IrQ� 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 Filing Fee 10.00 Heating Cooling 9 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 armless the County of Butte against all liabilities,ju ents, costs d ex nses which may in any way accrueagai t said Cou y ncons n of t granting of this permit.� %� Date Si a ure of Applicant — Owner Con racror ❑ Agent ❑ A SHA permit is required for excavations ver 5'0" deep and demolition or construct- ion f structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST TYPE '--- — TOTAL FEE $ 9._75 V4HAZ. cuA PARK SCHL FLD coF PAR PD I H I uE permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to 60 work in ove for hich fees have been paid. E PUBLIC WORKS BY D to PERMIT EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ... ...- 1. �': . _ .r ^..r .r.,..�-'L .w -,-t..:'"�'.r`r��> l:t .Na.,�a..r Y1ti-..—.�.•,,,.rw,. l'... -r—�t• - ..y •a, .. _ _� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION t; 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/536-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER �Q �YI/V C�,01191-5;1rd r'QlD Proposed Building Use tib'441AII.15 Building Inspector kP. No. Date 4Z At time of ermit 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, signed 15preparer of plans ....... . 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ....................................... . 6. Energy Design Compliance and supporting documentation ........ 7. Statement of Intent for Non -Heated and AC Buildings .:' 8. Engineered truss details and layout in duplicate (require&priorto plan check) 9. Mobilehome installation data including manufacturer's installation instructions........................................................ 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. Sfghool District fees paid ............. . 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ........... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner 0) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... t26. . Letter sature�� thorization................................... a` J!5 . When you issue the permit, process as follows:. _1�Mail to owner. Mail to contractor. elephone and hold for pickup at ffice. deliver w/inspector. Other _ n Applica Date —7/-Y/ Copy of Hdz-Mat form sent Health Dept. -Fire Dept. Air Pol tion) Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must_.be.subm_i.tted prior t permit issuance: (Circle new -item -not checked above). 1. Index permit for above items No. 2, Additional items required: Contractor, esigne , owner, was advised of above required data by i phone_maiI—counter by date Contractor, designer, owner, was advised of above required data by—phone _maII_counte,�y — date Plans checked by Date Plans approved by T/1/(/�`fDate Sets of plans on hold in Copy—DPW File cabinet AP folder TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance A;ke �9� 6-1/ - /0 Location AP# Owner Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply g�, Clearance for bedroom mobile home. other I —/,. I- - -nn r-,, / , ai-- L A * * 4:is-ks- -0� Date S a n i t a rl I rn COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when co rrection of work is completed. If you have any question pertaining to this matter, or need additional explanat.ion, please contact this office immediately. A�7- S-7/f�U4 W4-((. Date—�?— r Z— Inspector COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 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 plan to provide the major labor and materials for construction of the proposed property improvement es r no) 2. I ( ave have not) 'tkoe� signed an application for a building permit for the proposed work. have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors 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 Contractors 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 N ber Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. CONCRETE RETAINING WALL DESIGN CLIENT: JOHN McCREARY MAGALIA, CA. DATE: MAY 13, 1991 CALC: McE DATA: 40 =ACTIVE SOIL PRESSURE (PSF) DRAINED 100 =Soil Weight (PCF) 1500 =Maximum Allowable Soil Pressure (PSF) 2000 =Concrete Strength (PSI) 20000 =Steel Strength (PSI) 0.35 =Soil Coefficient of Friction 0 =Additional Load on Wall (PLF) WALL DIMENSIONS: 0.5 = t =Wall Thickness (Feet) 4 = H =Wall Height (Feet) 1 = h =Footing Thickness (Feet) 1.5 = A=Heel Width (Feet) 3 = w =Footing Width (Feet) OVERTURNING FORCES: 0 =Equivalent Height of Surcharge (Feet) 500 = H1 =Horizontal Force (Pounds) `— I 833.3333 = Mot =Overturning Moment (FT -lbs) RESISTING FORCES: 300 = W1 =Weight of Wall (Pounds) 450 = W2 =Weight of Footing (Pounds) 600 = W3 =Weight of Soil Above Heel (Pounds) 0 = W5 =Additional Load on Wall (Pounds) 1350 = N =Total Vertical Force (Pounds) 2400 = Mres =Resisting Moment (FT -lbs) CHECK BASE WIDTH: 2.04 =Minimum Footing Width (Feet) CHECK OVERTURNING: 2.88 =Factor of Safety (>1.5) CHECK SOIL BEARING: CHECK SLIDING: �o QROFESSI�{ No. 29465 C1/ VA aFmuff �z. 0.34 = e LESS THAN B/6; FULL BASE BEARING 756 =Maximum Soil Pressure (< 1500 ) 144 =Minimum Soil Pressure 500 = H1 Sliding Force (Pounds) C%, 00 = 615 = Resisting Force (Pounds) 1. —� KEY NEEDED DESIGN WALL VERTICAL REINFORCEMENT: 0.08 = Area of Steel Required (Sq In) �jj eL-L CD 2H c, _. .—_....__.�-_---..._._._._..._._._....__.___._._._ __._�`_ Sly ._.._.._��' � � __ z-vc__._.,,0 ,...L � ___._�._._—.----- ....__.._�.-----------.�� --.---�_.___�.____I __.._.__. _.___.__ _ .__ ..._._.__.. _ . __.__..__..�--.--.---.-_------..�_�_.___.._.___�.. _ ... �_ _..---_ .... .__.__. �,._ _.__._____ ____.�� ... _. ._— - - --_I - -�-- - - - .. _. _ _ . _� _ --- - -� --- - - � - — - - _ ._ — . _ .. ._,..._..____.. t i _ . _ .. __i.i:---. _. _ ... .. .. -- _ _ ..__.._____ _. __ . _ _ _ __... ._ _ ._.. ___.____.._.______.... III __..__li.��__._..__ __. . _______.________ _--_..._ . _ .. _. _ ___. __..._._�_.. __ �� l_ _. �.. II� ..__..._ _ _ _ . _ __ �I�_ .. _. _ ---- . ��I __- -�- - � - .__ _. _ . __ _ F_LI _______ __ µ _ -_ ._ ....__._ �o QROFESSIGr D . NoelMW 1 g No. 29465 AIMP EXP. DATE: NofthStar DATE: 5��� � CIV1�-20 Declaration Drive �. JOB NO: OF GAUD°' Engineering Chico, CA 95926 t. PAGE: OF '1 Civil Engineers • Planners • Surveyors (916) 893-1600 I- AMC-: o� O2A� AA --4 7 C.'\ X \Z V, MAGALIA Q` 3 S 3.5 � g C.'\ X \Z V, MAGALIA o ?*FESS , Af '1 � No. 2465 BY: N`lcE LXP.�� �`lg ;. DATE:NorthStar 20 Declaration Drive c/N1\- JOB NO:A(��V 0F r, Av\�0, Engineering Chico, CA 95926 PAGE: , OF 1' Civil Engineers • Planners • Surveyors (916) 893-1600 4� Hca C.A`'o,C. s` q 12``o..C. 'q e -\00c. �4 MAGALIA f BUTTE OOUNTY BUILDING DEPARTMff4f APPROVED /0 � ' ✓g�Y TOTAL P.09 z ccqly O�Gv P W oAt- I John McCurdy, Etat P.O. box 1684 Magalia, CA 959.54 RE: Building Code Violati3s- Bader Mine Road, Magalia Dear Mr. McCurdy: July 15, 1991 A.P. #: 66-51-10 -Nk_L This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Failure to obtain permits, inspections and approval for grading at the above referenced location. Since permits and inspections are required for the above work, please contact this office within ten days of the date of this letter, submit two complete sets of plans, apply for the required.permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. ��! ( Yours very truly, William Cheff pV�s f� 4O pP IBJ C/ o Director of Public Works y � pvloGC4^d /#e- cuo v `tel , -I % JFG:dms cc: Assessor Building Inspector e,�:,-1, J.F. Glander Manager, Building Inspection • oo Zt czk • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE V5. ::. C C vtzd,4 ~l l O WNER PERMIT N.O. 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. of I 78 187.87_ \ \ O/115. / Op / 303.85 bLq to O I N ,\ i t•Qj coo I I lol NO 150.00 v° ws i 00 a �, :� u aw o cl) It OA N 1� �b w v. o� 210.30 1 1 3.Sr.44 / ,0. �7 T 2,391 417.82 c -_•.._._..v.......,.,..:;./u:au:raus�vs�:,a+ssrac�maca-awrmm;;.:: COMPLAINANT ADDRESS: PHONE NUMBER: OTHER COMMENTS: TO guildina Department** FROM: Environmental Health SUBJECT! Sanitation Clearance TO 1 6 1 1") 0 Location AP# Plan Approved for: Sewage Dispoial Water Supply Hold final for: Water Supply Final clearance O..K..for:- Water Supply Clearance for bedroom VAbl-le home. Other NOTE sanitarian Date .Q C0-UNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovilie, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ' y/ I ASSESSOR PARCEL NUMBER 066-510-010 ZONING Tm-2 BUILDING PERMIT OWNER John Mc Curdy TELEPHONE 872-8131 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 1684 Ma glia 95954 CONTRACTOR'S NAME TELEPHONE Onwer IST RENEWAL CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE No. 29465 Filing Fee $ 15.00 Permit Fee i Fee Plan Checking Fee $ 43.25 $ ARCHITECT OR ENGINE 'S MAILING ADDRESS Ener Plan Checking Energy g Fee $ Penalty $ BUILDING ADDRESS Permit fee p $ 58.25 Badpr MinPLUMBING iia PERMIT 15.00 FilW__ Each Trap Solar or heat pump water heater LOT NO. SUBDIVISION NAME PARCEL MAP Water piping Each qas water heater or vent .0 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other Retninin Wall SP CIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation[--] Other ❑ Describe work: (Retaining Wall) 1Gt Renewal of B P #2665-91 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under pe*t of perjury p p I y (Check one): ❑ I am licen ed under provisions of Chapt. 9, Div. 3 of the Business nd Professions Code and my license Is In full force and effect. icense 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 fort s reason Main service 200A TO IOOOA) 37.50 NEW CONST. ( DWELLING OCCUP.aJ OR ADDNS. ACC. BLDGS. 3.6Q sq.ft. NEW CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS ^ 5 00 (POWER APPARATUS e) SINGLE OUTLET CIS. Ex. OCcup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS IRESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare und- enalty of perjury (check ❑ The permit is for $100. valuation) or less. ❑ I have placed on file with the County of Butte Building Department aCertificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also a ee to save, indemnify and k p armless the County of Butte against all Ila II ties, jU nts, costs, nses which may in any way accrue again i s id of c e �e e o t o ranting of this permit. Date $ignet r of Applicant — Owner C nrr cror ❑ Agent An OSA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesin height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 58.25 HA2 DFEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees C O PUBLIC By PERro7EXPIRES Date 1 /1n.19A applicable provi- resolutions to do have been paid. WORKS Date Receipt No..2 p /a WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of P4_blic Works 7 County Center Drive,.Ornville, CA '95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been.applied_for in your name and bearing your= s ign-at-ure Please complete and return this information at your earliest opportunity to, avoid unnecess_ary.delay in processing and issuing your building permit.. No building permit will be issued until this verification is received. 1. I personally plan to provide -the major labor and materials for construction of the proposed property improvement (yes. or no) .2.. I (have/have not) a signed an application for a building permit for the proposed work.. MR I have contracted with the -following person (firm) to provide the proposed construction: - Name Address 4 NIV City -Phone Contractors 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 ..- Contractors License No. _ 5. I will provide -some of.the work but I have_con.tracted.(hired) the following. persons to provide the -work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. n: .,�i y� fr 'rAM.%^"rM:.-• a as .,t�. dart rs r�"' r _ '�'S; `.'CjJC"Y +S �,�,� �I►•.> i6<4r � _. Y 3�.���Yri�ai'Y. tni"'T,"•lr( l. R' •7` y COUNTY OF BUTTE';¢,PARTMENT OF PUBLIC WOR�• BUILDING DIVISION 7 COUNTY CENTER'DRIUE' - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER G G JW 1:2/ o Proposed Building Use Building Inspector Date 7 i At time of permi pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form ............................................. Energy Design Compliance and supporting documentation . ................. . Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............. City of Chico plumbing permit . ......................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). .. .. Pre-I.nspe.ction..req.ueis- Pre-inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . ............. . Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ..................................................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. 4eliver with inspector. Other Parcel Creation Acreage Applica '� ( Date 9' Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. her 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 V7 to N, COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 YU APPLICATION AND PERMIT--- I / C/ ASSESSOR PARCEL NUMBER ZONING % ow" - -010 Tm-2 BUILDING PERMIT John Mc Curd TEL Y 872-8131 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 1684 Ma alfa 95954 AL CONTRACTOR'S NAME TELEPHONEii CONTRACTOR'S MAILING ADDRESS _ Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Flling Fee $ 15.00 l ARCHITE-CT OR ENGINEER Permit Fee i Fee $ 43.25 LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINE 'S MAILING ADDRESS - 29465 Energy Plan Checking Feed' Penalty $ BUILDING ADDRESS Penult fee $ 58.25 PLUMBING PERMIT Filing Fee 15.00 RarlPr Mi nP Rd,�.galia Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7'nnl USE OF STRUCTURE SF❑ Duplex' ❑ Mo6iI_ehome❑ Other Retaining.Wall SP CI FY TYPE OF WORK New Cri. Addition ❑ Remodel ❑ Utilities ❑ Installation[] Oth Describe work:_ (Retaining Wall) w_ 1 st Renet'ral of B P :2665-91 Nb Ted NTRACTORS LICENSE LAW � I declare under pperjury (check one): ❑, I am lider provisions of Chapt. 9, Div. 3 of the Bus `- % ;• and Professions Code and my license is in full force and •E /license No. Classification ) as the owner, or my employees with wages -as their sole co �r�' I,� sation, will do the work, and the structure is not intended or o• for sal S e. ( ec. 70441 (� ❑ I, as the owner, am exclusively contracting with licensed con Fes- '7- 1 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions ` fort s reason WORKMEN'S COMPENSATION INSURANCE j _ `�i,_�,.,-11• �r �•C� f ' I declare and ena)ty of perjury (check ❑ The permit is for $100. valuation) or less. v� ❑ I have placed on file with the County of Butte Building Depan a Certificate of Workmen's Compensation Insurance or a Certif _ EYsof Consent to Self -Insure. r I shall not employ any person in any manner so as to become Su to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become sul to the W. C. provisions of the Labor Code, you must forthwith comply with provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above inform. is correct. I agree to comply to all County Ordinances and State Laws rel; to building construction, and hereby authorize representatives of the Coun Butte to enter upon the above-mentioned property for inspection purposes. I also agee to save, indemnify and keppiharmless the County of Butte agl all liabilities, judgments, costs,expenses which may in any way ac against said.Cou y in cpriseaufenele of'the granting of this permit. 41 �14� Date ` $ignatare of Applicant — OwnerCcntrvctor F1Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. /.:. .. i •�--- �oc� cock +'-� s ks �x�l�� . `\tel► _ �_....... .. .,,,r UIC uppllcaole provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D � O PUBLIC WORKS _Y_ Date [� ..._„ 1 SHT. —OF LA^i OF NATURAL WEALTH AND 6EAUT 'rte DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE t OROVILLE. CALIFORNIA 95965 Telephone: (916) 538-7541 B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E,T -_--_ FAX NUMBER (916) 538-2140 DAT % T0: /y%�/E-""/F�t/E3'P}'J FAX NUMBER: ATTENTION: 913,0627- REGARDING: A.P. NO. cor" - PERMIT NO. 1-004v5 --q/ SUBJECT: per"I�lylyG a0z'1_ S�ISEE ECIAL INSTRUCTIONS: PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOHN R. HENRY, P.E. PLAN CHECK ENGINEER r RA/ ', /2/i7/f/ �fl�SYd� A.2�SS�l•�'E �GCD1a/E�J �s ZBe�s ��7' 2 , reI CroiV G'oE�i�/Clc�iV T= 0,3;5 w1 T�IOV7- (NO 3, OX,i Al �f • ST�/�? � � S6G�t/ sC`��'T�LL 2EiR�. S�/s�GL Cs-W&f' I,dITo4' SEz. 2G lg (c�J /F GkF+oE 40 GIBED . za �0- Ehe ' b B U T T E C 0 U N T Y B U I L•D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) `538-2140 TO: /VOATh/5r,4-R 67AIC/A/E;1XIA16 ATTENTION: &//r-67 *1 e E'4/EsPY FAX NUMBER: 843'- 06 ZZ c REGARDING: A.P. NO. 66-151-10 PERMIT NO. ?0_066F- W SUBJECT: PCT 1411A1G' 4141-6 V��IC v SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, aa,_ JJOHN R. HENR , P.E. PLAN CHECK E GINEER �2�-s�NT Ftix• o�v /f���%9/ aHe Count LAND OF NATURAL WEALTH. AND BEAUTY rµ+�' •. '!-� DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE k OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 B U T T E C 0 U N T Y B U I L•D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) `538-2140 TO: /VOATh/5r,4-R 67AIC/A/E;1XIA16 ATTENTION: &//r-67 *1 e E'4/EsPY FAX NUMBER: 843'- 06 ZZ c REGARDING: A.P. NO. 66-151-10 PERMIT NO. ?0_066F- W SUBJECT: PCT 1411A1G' 4141-6 V��IC v SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, aa,_ JJOHN R. HENR , P.E. PLAN CHECK E GINEER �2�-s�NT Ftix• o�v /f���%9/ MSCullflY «AI Gf/Z;-CI{ 1-157- Dom%,4/L 5110915 � � 1116W WjeZ L . 2- ?6ee911D6" i!/j//U// dAl AE-//VIi%Ieel/t/G �E�z U,O(! - - eW4 ((l), , .S't'lEClFY (,'f?i9t7C p�,PE/N To 1,4e7d1,aC g=�'f —��70 !� Y a o -s-; -/ CLAIMANT: ADDRESS: Veount* iquue OROVILLE, CALIFORNIA GENERAL CLAIM CITY & STATE:r�Q�'2r Q r'—d- 7eaamaq IMPORTANT: DATE OF CLAIM: /2- — / / 90 9sSaa SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV►[FS DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. Permit #4162-90B,P,E,M, AP#66-51-10, Receipt #73579, dated 12/4/90. Total Permit Fees Paid ------------------------------ $443.75. Retain Plan Checking Fees----------------- $98.75 Retain Energy Plan Checking Fee----------- 15.00 Retain Building Permit Filing Fee--------- 10.00 Retain Electrical Permit Filing Fee------- 10.00 Retain Plumbing Permit Filing Fee--------- 10.00 Retain Mechanical Permit Filing Fee------- 10.00 Total Permit Fees Retained-------------------------- 153.75 TOTAL REFUND DUE ------------------------------------ $290.00 �' Cv L� TOTAL $290 100 I. the undersigned, declare under penalty of perjury that the services or articles claimed hav been perfo ed or deliveredrnt thclaim is true and correct as stated. Dated this ...................... day of ��......... 19� at Calif. .. Signature of Claimant - I, the undersigned, hereby certify that, to the best of my knowledge, the services or article pecified above have been performed or d livered and that there is a Budget Appropriation ❑ or Specific Board Approval O (Check one) for the�S�eme� Dated this lith,,,,,,,,,,,,,,,,,,, day or „December 1990 at Oroville caur. `` .......... .................. ....... .............................. ........... .....r ........................ ........... e aead or Authorized Deputy D°p` 440-002 Exp' 4210500 Const. i Code .......................................... Code ................................................PAYABLE FROM rmts FUND................................................................. DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. 77-3&e-, 1 2� - � � 0--� 0 11717) 2- 1, 4 Z� 0+ vie Cpl. Vs It a e C,7 Is, .355 C1 l � 2 �� �` �� 1 � �� FESS/Of HA*,' C -018693 A OF CAO"p, COUNTY OF BUTTE,- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 66-51-10 ZONING M-2 BUILDING PERMIT OWNER OHN MCCURDY 74�P�i` s SQ. FT. OCC. BUILDING VALUATION 768 R 30,720 OWNER'S MAILING ADORES 1040 Rio Lane ;29, Sacramento, CA 95688 CONTRACTOR'SNAME unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace A 1 00)0 CONSTRUCTION LENDER Heart Federal S.L. UNKNOWN TOtaI Valuation $ 31.720 Filing Fee $ 1000 LENDER'S MA I LING ADDRESS Sacramento, CA Permit Fee $ 197.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ (18.75 715.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 321.25 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 6.00 Solar or heat pump water heater 20.00 LOT NO SUBDIVISION NAME PARCEL MAP 57-35 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF I-.SIXXDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5 On Mobile Home S I G I W 0.00e . TYPE OF WORK New [.r XAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 1 Bedroom Permit Fee $ 36.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 VAMP OROR LESS10.00 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, s the owner, or my employees with wages as their sole compen- s tion, will do the work,and the structure is not intended or offered or sale. (Sec. 7044) EV I, as the owner, am exclusively contracting with licensed contract- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L too AMP 2.50 2.5 NEW CONST.(DWELLING OCCUPM OR ADONS. ACC. BLDGS. / Zh¢sgft 00 NEW CONSTR ULTI.OUTLE 2.50 ea NON.RESID BRANCH CIRCUITS POWER APPARATUS &) (SINGLE OUTLET CIR. )00 Ex. Occup(OUTLETS OR FIXTURES 20@50Q 9 AL® 30 EX. Occup. OUTLETS PIRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 43.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑1 ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ ri. no 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. e to save, indemnify and kee harmless the County of Butte against &ia ies, judgments, costs, and penseswhich may in any way accrue d Co in on a the granting of this rmit. Date4 Applicant — Owner Contractor El 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 $ 30.00 o coNSTry E TOTAL FEE $ 443.75 HAZ cuA PARK SCHL FLD PAR PD D ISSUE This permit is nereby issued under the applicable sions of the Butte County Code and/or resolutions work indicated above for which fees have DIRECTOR OF PUBLIC WORKS By Date` PERMIT EXPIRES Date provi- to do been paid. / Receipt No. 73E7'? WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 4 • ,�....� ^t} �r5c.�,v`;�,.�J'R'�'['tis.n�R.-folJo7f�.n,;.��,}§,..S.,f{( •�{�'7�,•.'+�'�!'fY,sv.`q�'�.y'�•rsn.r..�'tiF`^A"..o-...�..._� • ry�.� ... , r.. .. COUNTY OF BUTTE - DEPAkNENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA,95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER 1 J (=wlv M C /Z&ii A. P. No. - S i /o Proposed Building Use M w 1 134 /,= Building Inspector S � Date �2 � y� 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, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings . ............. . 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation ' instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid .......... ........................... �2. Park fees paid py �� —L� 13. School District fees paid .............. 14. Sanitation approval from 1'�'i1i/9(>I/L' Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................... --P—Owner-Builder Verification (Given to owner ❑, Mail to owner ❑) :::: 24. Recorded copy of Agricultural Acknowledgment Statement .. 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other CI e- Az7 n _ Applica Copy of Hez-Mat form sent Health Dept. IL re 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: (Circ) new item-not tem on t c-hyrecked above). 1 F 1. Index permit for above items No. � ��� ��� � � � f x»-•�-.-. 1 2. Additional items required: jf - Contractor, designe , o�er., as advised of above required data by_phone _counter b��.date�� Contractor, designer,as advised of above required data by—phone _mall—counter by date Plans checked by �- Date `,12 Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) - Bldg. Permit # -. OWNER A.P. # GENERAL 1, oning requirements: (sideyards and number of permitted living units).. luation. 43: Plans signed by designer. 4. Energy Design and Compliance. -5-----Existing violations on property. - 's on data sheet. PLOT PLAN _ _i. Zm�plete parcel size and dimensions.:' 2. Setbacks, sideyards, easements, etc. :. 3. Other buildings or structures. Mrading, fills, drainage. ood hazard.. -f5. Special conditions on creation map or compliance. document. 4".- FAU & FAS road setback. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit .(Sec. 1204). Skylights (Chapter 34 & Sec. 5207). �-. Human impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207).. GFCIs in baths, garage, and exterior outlets (Article 210-8). ,8... Light fixtures,. switches,_. receptacles, And exterior receptacles for maintenance of mechanical equipment::. - .`19... Locations of water heater, heating and cooling equipment, other electtrical or - gasaequipment, and plumbing fixtures. r_rage firewall, door size, and closer (Sec. 503(d)(3)). . 1 - 3'0" exterior exit door (Sec. 3304(e)). 1>-Zoke replace and wood.stove location, alcoves, and clearance. detectors (Sec. 1210). STRUCTURAL DETAILS •10' Foundation plan complete enough to construct building. .-2" Floor construction details complete enough to construct building. -3:' Elevationsand wall construction details complete enough to construct building. 4. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. M MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). ,�3. Brick or stone veneer (Chapter 30). u 5/89 RESIDENTIAL PLAN CHECKING GUIDE -- MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT'D) Fxterior plaster - weep screeds (Sec. 4706). roper roof pitch for roof covering (Chapter 32). oof covering type - (fire hazard).. after ties or bearing ridge beam. -8--�Ga-rage door or porch header sizes. Adequate bracing. �.�ving area over garage - complete 1 -hour separation required on garage side ncluding supporting walls and posts, etc. -exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 2: Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516).. . Combustion air for fuel burning appliances.. ��.�Nbise requirements on duplexes. 1�6-�-Adobe soils - special foundation design.. . -17-;-7 Retaining walls requiring design.. 1�8_Unusual shape, size, or split level house requiring lateral design.. . Flashing at all exterior openings. JAN -10-1992 11:58 FROM NORTHSTAR ENC TO 15382140 P.02 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX (916) 893-2113 STRUCTURAL CALCULATI PROJECT_ J0 1/0TE. 1"4(eECT /IUCd n?OGETE P t L( .2L_5 DATE k2_/4lAt CODES: Uniform Building Code, 1988 Edition RISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete Practice, 1986 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f,c=2000 psi @ 28 Days Masonry: f1m-675 psi Mortar: f'c=1800 psi, Type ^S^ Grout: f1c=2000 psi @ 28 days Steel Reinforcing: A-635 Grade 40 for #4 & smaller A-615 Grade 60 for #5 and larger -1 SteelAST�T-36 Steel Pipe: ASTM A53 Grade B Steel Tubing. TM A500 Grade A or R Machine Bo : ASTM A307 Grade A Anchor ts: ASTM A307 Grade A Woode Light Fr ' n Const Grade Douglas Fir Stru t Lt ing: #2 Grade D.F. Jois Planks. 2 Grade D.F. e & Stringers: Grade D.F. osts & Timbers: 01 Gr D.F. Plywoo : A.P.A. Rated Sheathing, Gr a CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-198 UBC Std 25-10 Sim le Spans: 24F -V4 C . ation Cantilevers: FW i.n 'on SPECIAL INSPECTIONS ARE NOT REQUIRED LOADS: Roof Live Load: Floor Live Load: �•�• Seismic: Page 1 of * SGS-- 9/ BUTtE COUNTY BUILDING DEPARTMENT APPROVED �N �io/9y JAN -10-1992 11:59 FROM NORTHSTAR ENG TO 15382140 P.03 CONCRETE RETAINING WALL DESIGN FILE: DISK 1, WALL? CLIENT: JOHN McCURDY DATE: JAN 10, 1992 MAGAUA, CA. CALC: McE job no. 4616 DATA: 34 =ACTIVE SOIL. PRESSURE (PSF) DRAINED 100 =Soil Weight (PCF) 1000 =Maximum Allowable Soil Pressure (PSF) 2000-Concrew Strength (PSI) 20000 22Steel Strength (PSI) 0.35 =Soil Coefficient of Friction 0 Additional Load on wan (PLF) WALL DIMENSIONS. OVERTURNING FORCES: RESISTING FORCES: CHECK BASE WIDTH: 0.75 = t =Wall. Thickness (Feet) 7 = H =Wall Height (Feet) 1 = h wFooting Thickness (Feet) 1.5 = A =Heel Width (Feet) 4.5 = w =Footing Width (Feet) 0 =Equivalent Height of Surcharge (Feet) 960 = H1 =Horizontal Force (Pounds) 2560 Mot -Overturning Moment (FT -lbs) 787.5 = W1 =Weight of Wall (Pounds) 875 -r W2 :Weight of Footing (Pounds) 1050 = W3 -Weight of Soil Above Heel (Pounds) 0 = W5 =Additional toad on Wall (Pounds) 2512.5 - N .Total Vertical Force (Pounds) 7523.437 = Was =Resisting Moment (FT -lbs) CHECK OVERTURNING: CHECK SOIL BEARING: CHECK SLIDING: 1.65 =Minimum Footing Width (Feet) 294 =Factor of Safety (>1.5) 0.27 = e LESS THAN 818; FULL BASE BEARING 763 =Maximum Soil Pressure {< 1000 ) 354 *Minimum Son Pressure 960 - H1 =Sliding Force (Pounds) 879 = Resisting Force (Pounds) KEY NEEDED DESIGN WALL VERTICAL REINFORCEMENT: 0.18 =Area of Steel Required (Sq In) JAN -10-1992 11:59 FROM NORTHSTAR ENG to 15382140 P.04 tz / . ..... . .... ...... ....... . ... ... ...... ....... ........ 4 .... ....... .. . . ... . . . . . ... ° ~ ^ ` / _-_---_'-'-____-_�--'-'____-____-_--_-_--- --�__._----_---_---__-^��-�---�--__--_----__--_--_-_- '---_�_--..... ... ..... __'-____-__�___����� -----___' -- _........... --.... ..... -- �����������_������������'����`�� . _-__--_'---_-___-- ~ _ ' 'u. ` ' �� � 0 I \ce ` _- '-_--__------__--'__'__- '__----_~---_ v . ° -....... ...... __-'_-_---__-_ '........ -...' -----'-'--------- ------------�---�-------�~-'--'--- �'��-�'��-�'--��--�-'��- _��-/�^��+w�__- � --------'----'-------' 71" "W4_4. ( L0_V(.' - 1) \W;a1�, TOTAL P.08 Nb. 2 4 5 � ' NorthStar DATE: k'Z/.Zk I /V0- 20 Dedorotion Drive JOB NO: r En ineering Chico, CA 95926 OF (916)::893-1600.. Civil Fogiram • Pinners •sirmm '77 - . . . . . . . ..... ..... N4 71" "W4_4. ( L0_V(.' - 1) \W;a1�, TOTAL P.08 DATE: NorthStar ENGINEERING Civil Engineers • FU mer; • Surveyors FAX TRANSMITTAL SHEET Tf/ESE c7�-Lc s 192E ►'z / �1 i Jos # U2 SEND TO: Name Company FAX # REGARDING: FROM: Name Company Phone # FAX # J NORTHSTAR ENGINEERING (916) 893--1600 (916) 893-2113 Attention: NorthStar Engineering The following transmission consists of this number of sheets, including this transmission sheet: letter size sheets legal size sheets _ 20 DECLARATION DRIVE CHICO. CALIFORNIA_ 95.926_ --- 91 M93.1 CQO ^ NORTHSTA.R ENGINEERING 20 Declaration Drives Chico, CA 95926 (916) 893-1600 FAX ( 916 ) 893-2113 STRUCTURAL CALCULATIONS �RoF�ssi���a. v No. 29465 I � EXP . of cA�.�F°P ____ PROJECT JoN� G r-Lj @20-rr JOB NO. 4-1,y 1 Lldos `� - DATE - CODES: Uniform Building Code, 1988 Edition RISC, Manual of Steel Construction, 9th Edition ACI, Manual of Concrete.Practice, 1988 Edition AITC, Timber'Construction Manual MATERIALS: Concrete: f1c='2000 psi @-28 Days Masonry:, f'm=675 psi. Mortars f1c-1800 psi, Type "S" Grout.: f'c=2000 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for #4 & smaller A-615 Grade 60 for #5 and larger 36 Steel Pipe: ASTM A53 Grade B Steel Tubing: M.A544 Grade A or B Machine Bo ASTM A307 Grade A Anchor tss ASTM A307 Grade A Wood: Plywood: Glue -Lam Light Fr 'n Const Grade Douglas Fir Stru t Lt .ng: #2 Grade D.F. Jois Planks. 2 Grade D.P. ape & Stringers: Grade D.F. osts & Timberss #1 Gr a D.F. A.P.A. Rated Sheathing, Gr a CD, UBC Std 25-9 Timber: ANSI/RITC A190.1--1.98 UBC Std 25-10 Simple Spans: 24F -V4 Co ' ation Cantilevers.-' 2ZPZ o in -on on SPECIAL INSPECTIONS ARE NOT REQUIRED LOADS: Roof Live Load: Floor Liv'a Load: (� Seismic: Page 1 of re� l; ............ .. fl! _.. __..... __ ._............... , I�f:1 ' J f]�. T 7r1f'•!` T n, Y'fi ,� � ��, i r+i � �� �r�. � � �r-.� � � � r _ r r t � � T in ��.-r I C, 0, \" Ir PN -,> -II )It , 2, 25 Si 10 V V --- IL . .. .............. I C, 0, \" Ir PN -,> -II 7.2 ... . ...... - , I �^f �� ------------ & A ab lort� -__-____--- + ° * I& TOTAL P.©S CONCRETE RETAINING WALL DESIGN CLIENT: JOHN McCRp-ANY MAGALIA, CA. DATE: MAY 13, 1991 CALC: McE DATA: 40 =ACTIVE SOIL PRESSURE (PSF) DRAINED 100 =Soil Weight (PCF) 1500 =Maximum Allowable Soil Pressure (PSF) 2000 =Concrete Strength (PSI) 20000 =Steel Strength (PSI) 0.35 =Soil Coefficient of Friction 0. =Additional Load on Wall (PLF) WALL DIMENSIONS: OVERTURNING FORCES: RESISTING FORCES: CHECK BASE WIDTH: 0.5 = t =Wall Thickness (Feet) 6 = H =Wall Height (Feet) 1 = h =Footing Thickness (Feet) 1.5 = A =Heel Width (Feet) 4 .=.-w=Footing Width (Feet) �o PROFESS/p�� r No. 29465 EXP. 31St 1-% 5 . 0F, cAvWF, �rfiEs'� c�r-� i9�2E /iUCOMyLE7E h'Ai'� /�vCorc/2�T , JRi,' B/is/4/ 0 =Equivalent Height of Surcharge (Feet) 980 = H1 =Horizontal Force (Pounds) 2286.666 = Mot =Overturning Moment (FT -lbs) 450 = W1 =Weight of Wall (Pounds) 600 = W2 =Weight of Footing (Pounds) 900 = W3 =Weight of Soil Above Heel (Pounds) 0 = W5 =Additional Load on Wall (Pounds) 1950 = N =Total Vertical Force (Pounds) 5137.5 = Mres =Resisting Moment (FT -lbs) 3.23 =Minimum Footing Width (Feet) CHECK -OVERTURNING: 2.25 =Factor of Safety (>1.5) CHECK SOIL BEARING: 0.54 = e LESS THAN B/6; FULL BASE BEARING 881 =Maximum Soil Pressure (< 1500 ) 94 =Minimum Soil Pressure CHECK SLIDING: 980 = H1 =Sliding Force (Pounds) 825 = Resisting Force (Pounds) KEY NEEDED DESIGN WALL VERTICAL REINFORCEMENT: 0.28 = Area of Steel Required;(Sq In) u Sc h \\ O C �7I +iI voo = X00 . X11 ��I - Z 4r Z I I C� yri0 1 / i x' 1 _ R ' a � r A •:� s ,mac^ ,� • A �•r` r• O N ,r •i�a�5� I C� yri0 1 / i x' 1 _ R ' a � r A •:� s ,mac^ ,� • A �•r` r• O N ,r •i�a�5� 1 w ` ---- w ' QROFESS/p� 0 ' ANcF4( P 4i A I Who. 04W 1<111 No. 29465 �® zk3k Ips BY: � ��P. North Star DATE: '�' C � d � �'" - P' 20 Declaration Drive JOB NO: 4� 10 ��� ca\�° Engineering Chico, CA 95926 f PAGE: OF 1 (916) 893-1600 Civil Engineers • Planners • Surveyors . r rq� 'Or -4 a � I pg_ 0.,j \ID IA �L�—( y, P` RESIDENTIAL ` 66-5i-10 � 1145-91B,P,E MCCURDY, John Bader Mine Rd, Magalia r new garage/shop) —.29_9, s��✓ r m OR o N l S kJ 1 JOB FINA'. Signatur J=OK O = Not OK -= Noe Applicable =Not Ready MOBILE HOMES S Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / PV'ft. / P'Nat. or/ /" L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. cert. of Occupancy Date Card B-1 Date Card B-1 Date Card 13-1 Date Card B-1 MISCELLANEOUS �^ Date DECKS, COVERS, CARPORT GAR S, (Plans)OK except #'s . Zoning Requirements-Setbac s -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1 Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing ' 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. ng; Sils-Anchors-Studs-Rftrs-Trusses 9 t ' g; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 1` Ext.; Steps -Doors -Landings l Date T - it Card B-1 C.J Date Card B-1 Date 91131-17/ Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2 Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boa rds- Ins. to Main in Conduit V. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date .Card B-1 Date Card B-1 J=OK O=Not OK - = Not Applicable RESIDENTIAL (Single ' = Not Ready & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage: Steel -Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date --B-1 Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes O No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.: Drive O Yes O No; Walks 13 Yes O No; Planters 17 Yes 0 No Al. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 : 83. Vents Above Roof; Plbg.-Appliance-FireplaceClearance to Openings Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow: Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87, Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card 3-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card 8-1 39. Sils. Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made COUNTY OF BUTTE 151EPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE MC Cozj':�j f PERMIT NO. OWNER A routine inspection indicates that the following violations of County Ordinanc exist at the above address and should be corrected. Please notify this offic'd,-' when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact thi office immediately. or Jc Date— 1� - )1y I I Inspector .40 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751. 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE C— U/Zo OWN '/ yr - 71 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. C?/5 e - I r kon- R& /'j -'4 Date— Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ,PERMIT NO. A/I ASSESSOR PARCEL NUMBER 66-51-10 ZONING 'IM -2 BUILDING PERMIT OWNER John Mc Ur TELEPHONE none SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ._.DRESS P.O. Box 1684 Magalia 95954 Sk o O CONTRACTOR'S NAME Owner TELEPHONE ' CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation is 49. 2a 7YO Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ , ARCHITECT OR ENGINEER 411 LICENSE NO. Plan Checking Fee $3 5-3 1 - -25' Energy Plan Checking Fee $ ARCHITECT OR ENGIN ER'S MAILING ADDRESS 243-0312 Penalty $ BUILDING ADDR ss Permit fee15 $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 3 1 2.00 6-707 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP --Water J 71— piping - 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other garage/shop SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ki Addition ❑ Remodel ❑ Urt�ilpit�ies ❑ Installation❑ Other ❑ Describe work: PVT C_Ag11C& Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. Icense 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCC418®I\ OR ADONS. ACC. BLDGS. I +/Z¢sgft 12.00 NEW CONSTIR _NO N.R ESI_. BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) %SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES SALO30 FIXED APPLNS. Ex. Occup. OUTLETS (RESID )RE 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. lvirin 9 15.00 Permit Fee $ 34.50 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 f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed.revoked. Contractor MECHANICAL PERMIT 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. I also agree to save, indemnify and keep h rmless the County of Butte against al ' bilities, jud ents, costs, a xp ses which may in any way accrue a _ins said Count in on u o th granting of thi ermit. Dat licant — Owner (n actor ❑ Agen Sigeructures An is required for excavatio s er 5'0” deep an Ct- ion1:0 over 3 stories in height. Mobile Home Installation Fee $ Energy inspection Fee $ occ CONST TYPE TOTAL FEE $1 f 7� Z. CUA- PARK SCHL FAD I GDF I PfAFIZ PD I HD. ISSUE: This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated ab a for which fees have been paid. O OF LIC WORKS GJ By Date^ PERMIT EXPIREIV Date '— '-' L- Receipt No. • 2 J� ec? 0-0(0 gds WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT W . .ter r..,r.,. h-`w,�'•1ilf�'�'..L....`r�;'..t:,�,.r�:1G%.i�.�li�..lY`it!tr''r�'�.'}'P''�rC''`.�r `aa'%i,+r1T«w`r �r..nt1"r1�>4_'>,u .�, ... .. r, .,m.. -t COUNTY OF BUTTE .DEPARTMENT .OF'PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET /' Permit No. OWNER i✓ / "/ C (,� `."> %if A. P. No. Ub ' S) Proposed Building Use ���/*fe SL/!,o Building inspector �''� Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED" APPROVED ` 1. All items have been submitted . ........................ ..... 2. Plot plans in duplicate/tri"plicate, signed by preparer of plans ......� 3. Complete plans in duplicate/triplicate, signed by preparer. of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . 5. Hazardous Material Form ....................... :.................. 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ............................................ ` 10. Fees of $ .............. ,...... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... School District fees paid ............... 14. Sanitation approval from /°r /0,O /J6 Health Department �' I 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of - (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Dale) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. --AIM3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other_ Applicant/ W (( to 46 it lei/ Copy of Haz-Mat form sent Health Dept. FiYDept. Air Pollu`tiee- jDate Copy of plans sent Health Dept. Fire Dept. Other Date By e The following data must be sai�d prl to pe is ane: (Circle new ite�not` ckc�bovv).. {� 1. Index permit for above items No. f 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_�4rnall Contractor, designer, owner, was advised of above required data by—phone—mall Plans checked by h Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder unter by900_..date unter by date Date TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance NOTE * * * Sa i a Date Owner 7 Locationuvpk AP# Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply clearance for "-� bedroom mobile home. Other 6a I& a r- --Ag'd I U " /j, NOTE * * * Sa i a Date COUNTY OF BUTTE - Department of Public Works 7 County Center brive, Oroville, CA 95965 Phone:. 916-538-7541 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 plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) _ 2. I (have/have not) "&U�_ signed an app ication 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 Contractors 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 Contractors 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 Date NOTE: This Owner -Builder Verification is sent to�you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. t Return to DPW AGRICULTURAL STATEM NT OF ACKNOWLEDGEMENT Section 26-8.1 of the Butte requires this acknowledgement prior to issuance of a building FOR RESIDENTIAL DEVELOPMENT County Code be recorded permit. The property described herein is adjacent County to land or included within an area zoned 9 1-0 15280 for agricultural purposes, and residents of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder but not limited to cultivation, plowing, 10:21am 19 -Apr -91 Rec Fee 5.0.0 Check 5.00 1' XX 1 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary.farm operations. All that real :property: situate in .the County of Butte, State of California, described as follows: 1 'PARCEL 41 AS SHOWN ON THAT CERTAIN PARCEL MAP,,RECOR6ED,IN THE {;OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,, STATE. OF CALIFORNIA, ON MAY -19, 1976, IN'BOOK 57 OF MAPS, AT PAGE(S),35. EXCEPTING THEREFROM AN UNDIVIDED 33 1/3o INTEREST IN ALIS MINERALS AS,�RESERVED IN DEED RECORDED, IN BOOK 743, PAGE '68; OFFICIAL` 'RECORDS..;SAID RESERVATION DID NOT INCLUDE RIGHT OF ENTRY.i Date: ILIr � \1J State of County ) SS'. of (J�) ��ssonsn�Ii�e®e�>n�Ise�ee�O��O GERI QUAYLE � NOTARY PUBL"ALIFORNIA ' r Butte County My Commisslon EXPIres DM 21,198;1 ■ r PROPERTY OWNERS: i4 On this the 1PP —day of II PRIL 19q/ before me, the undersigned Notary Public, personally appeared —JOHN o 00001CD�- --- Personally known to me. M Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) S subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. a-51, — to 0&'1�4 Notary Pub END OF DOCUMENT f �a t 00 Gia„' I 31 L`.i('.+ �.},^.�•'.+t3f...w i.+:q,,i ..}� •rt;,�9 y�G�,i.�'` ' �}v•s�,y?;,:;(y:f,-=.:'3.exi-�:;A, ',�iJ�cerf:El•x`�� COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 John McCurdy P.O. Box 1684 Magalia, CA 95954 With reference to the above subject: / / Attached is: OTHER. DATE April 26 1003 RE: 'building permit application #1145-91 A.P. # 66-51-10 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. XX Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville XX Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / 1-71 OTHER Plot map shoring access from Bader Mine Road. Should you have any questions concerning the above, please contact Dave Wasnev of this office. P Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/aj Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 45 9 RE: �3.t�.A //45-q/ A. P. # 466-51— I% With reference to the above subject: / / Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER / / We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural'details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form., Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Should you have any questions concerning the above, please contact ZZ, of this office. Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/aj Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 916/538-7541 • APPLICATION AND PERMIT ASSESSOR PARC L UMBE (or - %- %o ZONING 7-1)J -Z BUILDING PERMIT O WNE o TELEPHONE o97-30 SQ. FT. OCC. BUILDING VALUATION J41� may+ F y� Jho t / p�r� me /R� P- 8E ISO KLINL O V SS / /�G/VL.�, V C-� / J ��L/ CONTRACTOR'S NAME y1 D _v IVCA TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER 77]UNKNOWN Total Valuation $ Filing Fee $I. 1000 LENDER'S MAILING ADDRESS Permit Fee $ Z � HIT T OR E hNE r �10 LICENSE NO. Plan Checking Fee $ 3 % 2 S Energy Plan Checking Fee - $ ARCH TE OR ENGINEE 'S MAIL Cf ADDRESS K Penalty $ BUI DING ADDRESS Permit fee $ p3 PLUMBING PERMIT Filing Fee 10.00 Age Each Trap 2.00 M/0 6,19 L Solar or heat pump water heater,. 20.00 7 LOT NO.SU BDI VISION NAME PARCEL MAP Water piping I 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [:1Duplex[]Mobilehome❑ th s IFY O ' Gas piping system 1 - 5 outlets 5.00 Building sewer 1 5.00 Mobile Home S I G I W 110.00 ea TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: Permit Fee $ `L Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1001 OR LESS 100 AMP OR LESS 10.00 O Main service EA. ADD'L 100 AMP 2.50 Z CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License 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 this reason NEW CONST. ( DWELLING OCC / I /L OR ADDNS. ACC. BLDGS. dcJ� A¢sgft - NEW CON5TR U TI.OUTLET NO N.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. FIXTURES SALO3C AL90 EX. OCCUp. OUTLETS FIXED APP(RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 4yirin 15.00 9 Permit Fee $ .3 y" 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 Consent to Self -Insure. r 1 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 PERMIY FiIirig Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractof 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. I also agree to save, indemnify and keep harmless the County of Butte against all 1 bilities, judgments, c sts, an xpens s which may in any way accrue ag In said Coun co ue of he gr nting of this ermit.l %� Date Si atu a of Applicant — Owner Confor ElAgework tr An OS A permit is required for excavations over " deep and demolition or Construct. ion o structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee .—+ $ occ CONST TYPE / ` L/ 2.� TOTAL FEE $ ` V HAZ. CUA PARK SCHL FID coF PAR PD I HD. IssuE This permit is hereby issued unser the applicable provi- sions of the Butte County -Code and/or resolutions to do Indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date ` Receipt No. 3I I 'L_.rL WHITE-O.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, COLDENROD-APPLICANT Decmeber 11, 1992 John McCurdy RE: Building Permit # 2665-91 P.O. Box 1684 Expiration Date 1/10/93 Magalia, CA 95954 A.P. # 066-510-010 Dear Mr. McCurdy: With reference to the above subject, our records indicate that :your building permit expires on the above date and your permit falls into the category marked below: DPermit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 330 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. 01 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning ~his matter, please contact the Paradise office. Thank you for your prompt attention concerning this matter. Yours very'truly, JFG:hla J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: [,Q Renewal Application [X�Owner-Builder Information Owner -Builder Verification Chico - L469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 ffu ite, count `:. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1 Cul)NTY CENTER DRIVE .. OROVILLF. CALIFORNIA 959G5-339/ TELEPHONL: (916) 5367541 FAX: (916) 530•2140 Decmeber 11, 1992 John McCurdy RE: Building Permit # 2665-91 P.O. Box 1684 Expiration Date 1/10/93 Magalia, CA 95954 A.P. # 066-510-010 Dear Mr. McCurdy: With reference to the above subject, our records indicate that :your building permit expires on the above date and your permit falls into the category marked below: DPermit work started, but not completed. Permit may be renewed for 2 the original building permit fee (plus a $15.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 330 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. 01 No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning ~his matter, please contact the Paradise office. Thank you for your prompt attention concerning this matter. Yours very'truly, JFG:hla J.F. Glander cc: Building Inspector Manager, Building Inspection Attachments: [,Q Renewal Application [X�Owner-Builder Information Owner -Builder Verification Chico - L469 Humboldt Rd/891-2751 Paradise - 745 Elliott Rd/872-6307 4 -Cft�, . v s ' Wo.ty ,/Js/ e d A 1-f9 07 2�5L JC'�IIG %� �lJtio./ G e4e v1z ,J r- G�eoe� 060-,e 3 M Y 1 C �� •,.r ...l�,r�� -.a t� , i.�. �Zy&� r �,' ... _. {4!Fa �;Y�hq .� , .r,F? t i,�a�•vS7�[�}.0". ���, +�.; Yy `���"•• • �e� Y � q eY'� ,�{:�;��k �-�'•,.� o •:,"G. ,.. ... _ � �r�✓�,rt' ,ro f�ry 66-51-10 - 4162 9- MCCURDY, John Bader ne d .1Kagalia (new sf) ` 66-51-10 1145-91B,P,E MCCURDY', John I Bader Mine Rd, Magalia , new garage/shop) 66-51-10 Permi2665-91B » E (retaining wall) ° , o „ ° a 7 f°;,,, a „�, n a �s.. � _ � � a �!s�"��-�.^' �5" `,',�,,,�, - .y$ ' -ra-� a,� ,rc � ,. �'� � ry ;.o � t• ��:.'C z �; � � °"'• ° 0 , L J n 0 0 " 4 R� ' J r u' ° n ° o. „o o o ° o. ✓c_�: � �"�.n3� �. �..,.%�,Ydl� p!E�o b.. .., a ° ` u zye a" o ° P b �• 18 /0.00 ai a - 0.59 C. y b r 22 �► 6. 0.65AC O NN � N o 151.87 � 4. 2/ Lit o ' _ .,A.., - 0.59 C. y b r 22 �► 6. 0.65AC O NN � N 0.9 AC. 29 2.01 AC. 4/ 942 /ND/\4N� MEADOWS UNIT 3 --- V ! IN. / /ND/AN MIADOWS � 4 UNI. /N /AN .MEADOWS UN/T 4 29.00 r: 24 N 3� 28 LOT 9 V% 4.W AC.Zb -Z / PA -= Cl�gos• N 2 2.03AC � 219.4 77.. i I +ci\ I ie \gip 13.. V !� PTN 41 A3 2.38AC TOWN OF_:° '... . . . 93 PARADISE LOT 10 i : PTN PARCEL ' -4�"! (12.5Ac) '- 0 1.50-01 .� 1.07AC �\\c j15 O 1 .. - j v► E J (/3.19Ac) 30370 ,-I' 32 \ �� f ��,*� - �92s 8.83A N N 4:f_:. ' \ c N fps. 31j I 5.40 Ar. / I �9 ^ ?? { i:, • * II) 4. ScH SUpD/ VISION �, 10 BO)WO 911 :B-11-81..::� -:240.00___ _ \ \ RS - 66T:1'L' : Q,4Q3000 "30.00 �� \� ��\ \� /6443 - �z.raaic �0 r.aASAc o PlAf 73-26/?7s 44 P/M -49/50' 1100,X50• oo i864e �g3. P/M 89 62/63/ �0%� v� �� �� ���� o O 2 08 45-71 g1.2 E - -- 50'P/.D.. RI � `�� . 78. 2' 30.00 •�C ?.asf.ec:--- 1.9ssAcNONE. -.'-• �: �..- Ft?� ®5.62AC .5'� uo ��. PARCEL 31 o ' _ .,A.., - i0.00 30. 00 - J 24 of .. - ��_ _ ?�hl 0 - 2639.39 S114 Cnr Sec.36 0� 50/000-30"w. , :y u J h ' Y • rn; ir3 - �2�Y' s •> 4ssessOrs Mop No. 66-5/ ;ounty of Butte, Co%%t. WrWSED+ 2-93 ---' � -10.00 i•� \ � 200, /NDA, N\ ME,4POWS p 25. UN/T 3 \ r 70/ N COUh T Y OF BUTTE 204' �? 54 aC' 4 50.56 \� ti • I` \. n PT",! 4-r NP A. �So. 42 �h /ND/AN MiAOOWS INDIAN � X19.4 �' 7 ,� X34) PTN 4r -A3 \ UN/T ll2 2 O 36 f , 92 � �jL 2.384C TOW4 OFI_pg \. 9 8 /N/Y'/AN MEADOWS UN/T 4 r, _• C? LOT 10 z.or Ac. p 29.00 ' 49850 I�3 N 34 3, y I -__ _ •� \ 13 _ � � 1, • 4.86 AC. / ' / i• PARC P 44 � Y 9 �N\ o ��� \ � �� PARCEL 4f .-70\ I -I' �3-/ \\ 104.21 \\ X \�\ IN, s� 2,9 r 83aC 'ti '/i •' / m 5.40 AC. \ \ 44_ , _,iorr rJBDIVISION IN — - �\ �\ 3 � :fOMOR 96 8-11-81 1-2 _ \\ /s`�'s i 10 NQD `'�30.00 30.0(" o '\ \ � !64.43 2.'ss 4e .. i� r.see 4C O o 2..15�' O !Ef.4, I_`�44 --RD. - RD \ r '2\ Yi ✓, �,n.G--lig" - �: y !! J LL :al o A o �� j t' 6�g4 50 P./.D.' RIW �o ----�0.\PAR�F ..--2----_ "= C 5000 � eA 73.48or , rL. JON 2.7444c — m — R/i 04- �� elm, 5` -- --- �0 PARCEL 3' K .. o r e o 30.00 — — -- — 30.00 ^'O 24ACs \ �\ �\ 0 X00 �� ,fvz�rr "12°p0 Assessor's Mop - --- o No. 66 - 5/: 2639.39 S //4 Cnn Sec. 36 -.—.__ ° Count of Butte, Calif ° 30 W. sol c�-----.___. FebrUOry, '1-975'�-�