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027-010-007
NOTES �- RESI014T1AL PE MIT NO. _, 027-_010-00_ -._-03-2 _JO AN, HENRY �_ BRAD CT,.OROVILLE IV. Cont: GOLDEN FEATHER -CONST NSF I' ii r SPECIAL CONDITIONS CHECKED / BY a SRA , FLOOD CERTIFICATE REQ. a FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS t' VERIFY E .. Wj i USE PERMIT CONDITIONS I SUB -STANDARD HOUSING LETTER y` OFFICE COPY Address GAS Meter By Date �44 / EL IC ELECTRIC,?�/,� 4 Meter By � Df2 4, JOB FINALED (Date) r I Signature v = oK 0 = Not OK . = Not ReadyNotApplicable tReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 7 5.' Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and. Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location ,Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Cert. of Occupancy 7. Well Clearance & Disconnect 8. Utility Clearance Card.B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. 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 7 5.' Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval '- 8. Gas and. Electricity Tagged 9. Tie Downs-Type-Installation.Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date`,, Card B-1 Date Card B-1 Date 1 PERMANENT END SYSTEM (ONLY) 1 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3.. Blocking Z 4. Gas; MH Test -Demand -Valve i 5. Electricity; MH Test `1 6. Water; MH Test 7. Water and Sewer Connected. 8.. Gas and Electricity Tagged . 9. Exits• ,. 10. License Decals 11._ Verify #'s with Office • . Date Card B-1 Date Card B -1 - Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B 1 Date Card.B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval i 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card'B-1 Date Card B-1 Date 'Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Dat UNDE LOOR (Plans) OK except #'s rJ oning-Setbacks- Easements- Flood -Slope Ftg., Main; Soils-Elec. Grnd.- , Ftg. Depth Ftg., Garage; Soils-Steel-Elec. rnd.- " Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. H�d Downs and Special Anchors Slab, Steel -Wrapped Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except Vs IRs Proper Materials & Anchors $W!G%alls Studs -Nailing Spacing & Braces -Plates -Sound wring Walls over Girders & Floor Nailing A4. Draft Stop in Walls (rat proof) k,5 Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAM G (Continued) JP'Hangers-Post Caps -Anchors -Connectors AS -'Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ('$U Fireplace Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions (::.22. Garage Fire Protection Framing -RC Channel �frroperty Line Firewall & Openings fxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ,55. Stairs; Width- Head room- Rise -Run- Land inq-Fire Protection on I -Attic Vents -Rafter Outri 57. ling Veneer TVCW Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 159! amazing Area -Glass Protection -Skylights -Plastic 60'Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall 62. Insulation-Walls-Ceilinqs M 63. Infiltration -Walls -Windows Date ft;raog Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (P ns) OK except #'s t. Steps -Door & Sidelight Protection -Landings W. §H%ke Detector QLVFurnace Vents -clearance -Comb, Air -Connector - Jr -Garage; Above Floor-Ducts-Mech. Protection ST. Bedroom Exiting G.W.& Bath Fixtures & Tub Acce s -Spa ,Q t.J 6. ec. Tr}m 8.Sqbpanel, Breaker Sizes & Labels / 74"DFdplace or Stove, Clearance -Hearth 72-"W. Outlets at Wood Panel, Int. & Ext. 7 . ISit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74eolpec. Outlets & Receptacles at Kit. Counter ! Gar ge Fire Door; Swing -Landing -Closure 7 . .C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. afa e; Above Floor-Mech. Protection _ Z.; Elec. & Mech. Equip. Listed for Location 78. lec: Receatacles in Garage (F.F.I.)-Romex Protection 80. Ksulation-Foam-Looked in Attic 8V9uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under F or ❑ Yes F owing Instld./Drive D Yes No/Walks O Yes 0 No/Planters O Yes o . Stucco Brown -Finish 8 .C. Unit Disconnect, Electrical -Plumbing 86�s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings_ 82e4ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground 89 entilation Throughout House 96�21ass Protection Corrections from Previous Inspections . 9as Test -Meters Tagged, Gas -Electric 9 . Water & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates 9 dress Posted Fire Sprinkler W Date ` Card B-1 Date Ci4rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Piers- ire lace Ftg.-Steel Y4V�- XM .V.; Fall -Fitting -Test -2 Way C/O- er Test 10. UF, Gas Pipe; Size Anchors-Yar s Piping; Si 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUM ING (Permit) OK except Ws 17 -'Water Htr.; Vent -Access -Combustion Air Baffle ater P • Test & Anch -Nail Protection 197:jD.W .; Te tting Ancho - at Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except Ws D. Fixture & Transformer Clearance -Ins. Protection $Fn Elec. Receptacles Spacing -Lights & Switches at Doors W., Size Boxes & No. of Conductors Stapled Q9!Tiomex Installed Close to Edge of Studs & C.J. RA-tquip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI aO-S`ubfeed Wire Size/ /ge. Cu or AI-A.C. Wire Sizef Cu A 134' -Range Circle/ /g"C or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. othes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Ws A.C. Ducts Insulation & Support Vent Fan, Exhaust above insulation a8!Condensate Drain & Overflow, Size & Grade Fgmace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet ASO"Attic Access & Plafform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except Vs IRs Proper Materials & Anchors $W!G%alls Studs -Nailing Spacing & Braces -Plates -Sound wring Walls over Girders & Floor Nailing A4. Draft Stop in Walls (rat proof) k,5 Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAM G (Continued) JP'Hangers-Post Caps -Anchors -Connectors AS -'Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ('$U Fireplace Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions (::.22. Garage Fire Protection Framing -RC Channel �frroperty Line Firewall & Openings fxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits ,55. Stairs; Width- Head room- Rise -Run- Land inq-Fire Protection on I -Attic Vents -Rafter Outri 57. ling Veneer TVCW Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 159! amazing Area -Glass Protection -Skylights -Plastic 60'Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall 62. Insulation-Walls-Ceilinqs M 63. Infiltration -Walls -Windows Date ft;raog Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (P ns) OK except #'s t. Steps -Door & Sidelight Protection -Landings W. §H%ke Detector QLVFurnace Vents -clearance -Comb, Air -Connector - Jr -Garage; Above Floor-Ducts-Mech. Protection ST. Bedroom Exiting G.W.& Bath Fixtures & Tub Acce s -Spa ,Q t.J 6. ec. Tr}m 8.Sqbpanel, Breaker Sizes & Labels / 74"DFdplace or Stove, Clearance -Hearth 72-"W. Outlets at Wood Panel, Int. & Ext. 7 . ISit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74eolpec. Outlets & Receptacles at Kit. Counter ! Gar ge Fire Door; Swing -Landing -Closure 7 . .C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. afa e; Above Floor-Mech. Protection _ Z.; Elec. & Mech. Equip. Listed for Location 78. lec: Receatacles in Garage (F.F.I.)-Romex Protection 80. Ksulation-Foam-Looked in Attic 8V9uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under F or ❑ Yes F owing Instld./Drive D Yes No/Walks O Yes 0 No/Planters O Yes o . Stucco Brown -Finish 8 .C. Unit Disconnect, Electrical -Plumbing 86�s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings_ 82e4ater Well, Disconnect, Electrical, Plumbing 8 xterior Elec. Trim, G.F.I. Receptacle -Underground 89 entilation Throughout House 96�21ass Protection Corrections from Previous Inspections . 9as Test -Meters Tagged, Gas -Electric 9 . Water & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates 9 dress Posted Fire Sprinkler W Date ` Card B-1 Date Ci4rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: S COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA- (530) 538 -7541' - CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. c, S 1 Date`s Inspector REV 10192 COUNTY OF BUTTE BUILDING PIVISION DEPARTMENT OF DEVELOPMENT SERVICES _ 411 Main Street • Chico, CA • (530) 891-2751 +" 7 County Center Drive • Oroville, CA • (530) 538-7541 - -�— CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the -above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions perta' ' to this matter, or need additional explanation, please contact this office immediatel M1 Y IV -4 ll a ,V M1 Y IV -4 r�..R°'yr-tr�tr�t'z5t"as��..,•ti..••y�;�,L�,....•w:..�-,..--•�:- r-azs..», COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. Date i /� G1 Inspector_ % T REV 10/92 JIM P.URSELL--, P;.E. CALIFORNIA: LIC. 60924 . WASHINGTON: LIC..'3B 1 2 1 J PURS ELLC@S BCGLOBAL: NET August 30, 2004 5 MADRO,NE AV.E'. ZTE.. B OROVILLE, CA 9.5966 PH'. (530).533-2131• FAx (530) 534-0902 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RR' Sill Plate Anchorage @ Jordan Residence, Permit # 03=2713 APN 027-010-007 Dears Sirs: Please let this letter serve, as authorization for the contractor to use the low velocity fasteners spaced- at,67 o.c: in lieu of anchor bolts at the bottom plates ;of the interior shear walls. The attached allowable design shear shows that this product has adequate strength. j Thank you for your consideration. , r S cKseU, Jim P. NME 0 Pago 2 of 3 3,o EV1oENCE SUBMET, TED Geta in accordance with the ICOO ESAcceptence Cri:erlafor power -driven Fa6itrem in Concrete 34,eal and Masonry=1e- ments ,AC70). doted September 1995• 4.0 FINDINGS That the powdor•actuatsd faatenars deserfbed In thin re- qoR comply with the 1491 Uniform Buildlno Codo", eubJeot to the following conditions. 4.1 Fasteners are r;tanyfactuied and Identifled In ac- cordanes with thio report. ER -4548 4.2 Fasteners aro Installed In accordencs'Nlth this re- port and Simpson Strong -710 Company, Inc-, ln- structions. 4.3 Allowable loads, are in accordance with Sactlon 2.2 of this report. Calculations proving that the applied loads ere lose then the maximum allowable loads describad In thie ropott $heli be sutcnlneid to the bullding ofticlal for approval. 4.l F&5%r1ar attCohmontof WOGd Bili plates to Founda- tions compllee with 3aotlor 2.4 o" this report. 4.5 Minimum concrete thickntaa Is three timos the fas- tener embedment Into the concrats. 4.4 Earthis reuake losd ort, except elatanoe Is beyondf permitted In Semon 2.a+ of this req This reprrt la subject to T10 -examination ;n one year. -cal R t—ALLOMBLS DESIGN VALUES FOR.LOW-VELOCITY FA8e N6R8 INSTALLED IN ' S I UiN C•N�tV t\GVNI F v -- -- CoNGRtTccCNPitIIaIvE a-RFN W ' CAM NgetiR F11N?OC Set n3< O NariK DIAJUMA hncnl O.Ia3 0.145 YOtNp Y 0ENls71)L'sOt+ kWr) (' . I; Itr� Y'NeaUy e..00 -TA (In hdt) 3 3 oximuY b°►CINO ,Mcrnal 4 7.:00 011 ' 3.900 PA 4.000 rel Tiorbe Mur T)r.aen shill TrMIM 65 I30 t10 IES ISO 140 2e5 .S! 26S 170 shirr 205 ?65 3 4 45 120 1J0 16S 1 0 :OS POt?:X 0 14S `vcriesa 0 14S , Ira 3 4 I4O iEs 255 265 S70 :� 765 F., Sic I inch - 25.4 M.M. I ;Ii - 6.49'cPt. I lbr- I qi rv. t ilr lsst:ndrs shell rxu t+c drit:n .u.61 rhe Concrete haa r4xhad t --x derlgn.Icd cJmpttaaivo frongth. Minitnum CQM' 'a thlcullal it IhrOr timer :I:e.Esst3r,r. en:.�3ment Into -1e coxrao. Inc etkw'able teraion and r'r.:ar vJuas act for the %3=rier only,'Waoe or Itcd mecrbcce cecmes.xd n- to rout-'rigatrd in .ecnrCence with nccopted �ai6n c:lttne 3*hn XX duiyrltloo in the cstaloy number it rePlaud w,ds ire icn6[1 of itr rbatetcr axpttescd :n milhm:enc. 4rhe `CX nmipecion In rte rctalog number is it _d with the tr.fv of the ?rester expttaxd in Inchon. =tic mesa :n:resr03 daenbcd in Seinen 1603.5 a rL'x UHC tit not tilowed fbi wLrid loxia acting alone or combinsd with other foods. bEenbg9ake lord mitilimic to beyond :lw $cope of this report TABLE 7—ALLCNABLE DEMN VALUES FOR LOW-VELOCITY FASTENERS IN STEEL (pot nde)1''•e•f !HANK 01AWT[R MIWMI�A,t Epos WW:MjSPACINOI d'!0. tMCK4Etar TENegN S�7R :ATAL00 NUrAEPJI OIaTA1:Ct (Marl 0aa4rr) FFL`t7(X 4r)raa 0.145 r;3 Il/i ahs I55 37S :/ 11/3 3�Ia I53 19f PD?XX S:rrea5 0.!45 7 For 51: 1 inch - 25,4.,r, 1 gel - 6.vo k?e, I Ibf - 4.45 N. ITU entire pointed ,cation of the f403n09 must pencY3ts rbc tool In aAain rhe nbulated viths. ?-u oitwebie tension and i}t:0rvdivar 6"i `61 the fouerim only. Wood crat"I Mcmleri cannecied mutt be invettiyated arpamtnly in eocot'ufnce v tIII occcptN d e13r criteria. 35twI not confom a A"A 36'9pec:f etti0nl, with Fy - 36,000 psi, min mum' 'Tits XX dc3i;Du:an in e..e cattlop nttnber it rzp'acal raith he lnlith of ttu faitcner &x fmis:d to mill1inetnre. 3it1 XX Jes ignition in 1'c catalog Fu.�w•'=:I=c'-9 wllh me kngm of fie fe3lcnor cxprcaaod to iccFrt• s t7 e n est II cro o s derr�sxd r Senior: 1603.$ of (be UBC ue no: allowed for wind leads anirg mons er comuthou wtih tFanhqu:'ce !cad ctin sncc U :cyend the .cope of this r_pc t. I CERTIFICATION OF INSULATION WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS:4. Ctaie, ( 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 (LA ❑ 3881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 1 1 ❑ 8924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 DATE INSULATION COMPLETED Z ( square feet) ( square feet) ( square feet) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL I MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM BATTS FORM BATTS LO FORM BATTS f MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER C OCF KN CT OCF KN CT OCF KN BAGS R -VALUE APPLIED R-VALU APPLIED MIN• PER R -VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS ARE ARE FOOT INSTALLED THICKNESS 2 KNEE WALLS I R -V FJ IAHER THAN WALLS ABOVE MATERIAL FORM R -VALUE MANUFACTURER FIBERGLASS BATTS CT OCF EN AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM HILTI HANDY FOAM THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS SIGNATURE - IN CONTRA OR TITL DATE / Ad SIGNATURE -GENE CONTRACTOR TITLE DATE REMARKS • C 9 l_2 - WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy r 'Hv..::r7,^^-N''+�-.,.-+.++ir..-f ..1R%��+'�.l`;•� :¢�..1��•. ...�� � ,"�"��'a"'ti•e�`�'`'`•v CERTIFICATION OF INSULATION WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy ADDRESS OR TRACT SACRAMENTO BUILDING CONTRACTORS - `tet re b(. 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC#202026 ❑ '605 S. AUBURN STREET, GRASS VALLEY, CA 95945 LIC#202026 C't ❑ 13881 BENATAR WAY, SUITE A, CHICO, CA 95928 LIC#202026 r� Ul(Jl ❑ }}` 8.924 AIRPORT ROAD, REDDING, CA 96002 LIC #202026 t DATE&INSULATION COMPLETED He J- ( square feet) ( .`' .. square feet) ( square feet) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL, FIBERGLASS MATERIAL'r4j;,1 MATERIAL _ ._ t7 _ -;N FIBERGLASS 1 ► FIBERGLASS r. .. _ r FORM #BATTS FORM BATTS�&, LOW FORM - + tBATTS MANUFACTURER'S'PRODUCT I.D. '" MANUFACTURER'S PRODUCT I.D.4 CC��1}I} MANUFACTURER'S PRODUCT I.D V , Fk MANUFACTURER ',+ 1 MANUFACTURER K Ito MANUFACTURER CT., OCF KN ObF i.. r CT 1 LOCF KN BAGS Zwzl' a L R -VALUE APPLIED R-VAL Ir APPLIED M1IfN.IN LL G PER�INSTALLED, R -VALUE APPLIED INSTALLED THICKNESS INSTALLED SQUARE OOT THICKNESS /THICKNESS 0� KNEE WALLS I -VALUE IS' , HER THAN WALLS ABOVE, a MATERIAL FORM R -VALUE („) n A. UFACTURER FIBERGLASS BATTS CT OCF KN AIR INFILTRATION SEALANT MtT p/ERIAL FOAM " ,•,' MANUFACTURER HILTI HANDY FOAM .t r THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HA§'BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, ' MATERIAL STANDARDS AND REGULATIONS SIGNAT RE - INSULAT,I CONTRACTOR TITLE DATE v �� SIGNATURE -GENE CONTRACTOR TITLE DATE ' REMARKS i ,r / IC,l-uws MxA T' t- 5n,Nc, nro. 'Z_ 1'Ff iF ! nr S WHITE - Builder Copy, GREEN - Builder Copy, YELLOW - Customer Copy, PINK - Attic Copy, GOLD - File Copy JIM PURSELL, P.E. 5 MADRONE AVE. STE. B CALIFORNIA LIC. 60924 OROVILLE, CA 95966 .WASHINGTON Utz.- 381 21 PH. (530) 533-2131 JPURSELL@SecsLOSAL. NET FAX (530) 534-0902 September 2, 2004 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 �.tRE: As -built Floor plan, Jordan Residence, Permit # 03-2713 Js APN 027-010-007 Dears Sirs: The attached As -built floor plans show changes to interior wall locations which vary from the original approved plans. The only change that affected any structural elements is the new location of the walls above the garage. Header & beam calculations were checked prior to construction. Please allow this letter to serve as verification that I, as the engineer of record, have reviewed the changes and find them acceptable. Please allow the project to proceed. T• . +:- .Thank you for your consideration. , Sincerely im Pursell, P.E. PLAN REVISION Owner's Name: BP#: D P-7 Date: 3 10 Contact Person & Phone Number: AP#: C 7^ v (c)� Received By: W�hl Time: W 157 PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision *Requested by. Building Inspector's Correction Notice - Inspector's Name ❑ Requested by Plan's Examiner - Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail.to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 September 14, 2004. Henry & Irma Jordan 61*1 Misty Meadow St. Stockton, Ca. 95210 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-010-007 Building Permit Number: 03-2713 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Oroville Elementary School District and the completed form returned to this office. .2..Please provide an.Environmental_Health clearance. "STRUCTURAVCOMMENTS : 1. Please provide revised calculations for shear walls and a new 2"d floor plan showing revised shear walls. 2. Please provide a revised 2"d floor framing plan and foundation plan. 3. Please provide a revised fire sprinkler plan. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your,Data Sheet for remaining non -plan check items. (You received this form . when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner 'Plan Check Engineer IofI l . y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT o. (Rev42/96) - APPLICATION AND PERMIT 0*1�?° 12 ASSESSOR PARCEL NUnrl 6 [) z INk_ BUILDING PERMIT RaER TELEPHONE SO. FT. O C. BUILDING VALUATION WNER'S ADORES Oldpvv I CONE CTO 'S ME . �, T�LEPHON�^ G {``// R ADDRESSMCI Ub CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ CT R NGI CE Filing Fee $ 20,00 - Ma suILDINOADDR Q=� j - Dv I �j V Permit Fee $ -a Plan Checking Fee $q_1 tb LQ -r- ---5- Energy Plan Checking Fee:::] $ Q J $ PERMIT FEE $ - LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ADuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat ump water heater 23.00 Water piping 15.00 1� Each gas water heater or vent 15.00 ^ TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 rj Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600V OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fMl orce and effect. License Class /.57Lic. No. 2 �, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. so OR ADDNS. ( a ACC. BLDS. 3.5QF7, NNOONN-ROESIUT MULTI -OUTLET 97,50 , POWER APPARATUS a BINDLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 @ 1.00 50 PPLNS. Ex. Occup.ourtErsFUCED ARESID. EORA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 forthwit mply with th Wrovions. X Date9—�_ Signa ure pplicant - ❑ Owner Contractor [3Agen An OSHA permit is required for excavati s over 5'0" de a demolition or nstruction of structures over t t. Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK- NSPEC GOLDENROD -APPLICANT MECHANICAL PERMIT Fling Fee 20.00 Heating ' Cooling Hood 6.50 Ventilation L2` �S �— PERMIT FEE $ - 0 Mobile Home Installation Fee $ Energy Inspection Fee $ �-• occ CONST. TYPE TOTAL FEE $ Nu+z IMPF PARC PD D This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. �Q By D to 6 r PERMIT EXPIRES ON .S 2�d� Date - I . _0 ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER v V, A.P. # Cal XPROSED BUILDING USE l J DATE7-5 RECEIPT # DA E REC. UILDING PERMIT FEESalance Due ..................... $ -----� _ O --- Additional Fees Due........... $ - - ed Plan Checking Fee.... �$4- ;Y Q. HOOL DISTRICT FEES �JY �V 1 �/ , aid at School District Office) (form available after Plan Check) �, 3. HERIFF FEES (paid at Building Divisi� 2 sidential............ X 360.00 =$ J Uni 3 Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit).:... X = $ _ # Units Amt. Commercial (Sq. Ftg.)...., X Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK FEE 0 (paid at Building Division) TER TENDER FEES BATTALION # $2 .00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit applicatio I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during th n checking ess. Y APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) t POUNTY OF BUTTE -DEPARTMENT OF, DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CM 95965 Phone (530)538-7541 Fax (530)538-2140 o Fg- PERMIT APPLICATION DATA SHEET <) OWNER: ASSESSOR PARCEL NUMBER% 9 - Proposed Building Use: pi Counter Technician:, ptp� Items ' a .'ply. required in order to apply for a permit. All boxes MUST be C n Y. Plot plans, 3 or 4 sets, signed by the preparer of t la -.0 P, 'I, I A.plans., 7 5; 0 o the Complete plans, 3 or 4 sets, signed by the preparerk) eEngineered plans, 3 or 4 sets, with wetsignatpegb=,pal ets of stamped�id-sli d calct5tio s. F. VLjD4:s Engineered truss details and layouts in dupr ricate. No faxes! Enerd,, compli,anc! e design and supporting documentation in duplicate. '6. Mam1fa6tdred homes: (A Data sheets and installation instructions; (B), Marriage line information, (C) Floor Plan, (D) Tie down or <, (YZf44p&tibn,p;lan�, i all in"up 1 licat"v", J, [Ve�iWuildings: (A) Metal Building Plans, (B) Foundation plans and calculations iil;trip 0 T-1 Xicate, (C) Elevation views in triplicate. 'P�I �r plans in triplicate. All of these must be stamped and wet -signed by 4M I 41A 1,011 -"� I it ke-djte$is received 9% rocee The ptrmit, will be &&equired for initial 9ja:nLe_vi%.0f chec. 3have not been rec - , mvie ; 1� �e --indWA a d returned to the plan review line-up when requirf(d it 0 r --u 5 w! ree Date Re -4-51 Byir— /05, ('a. loo&ZI vation Certificate, wet-stamped,and signed, in duplicate ............. olvpjffifhhd business license -approval from the City of Biggs .................................... E)10:":Letter of intent for non-residential buildings........... 7 V '4 011. Detached Accessory Building Form filled out by the owner ....... .......... .. El 12. Hazardous Material Form'............................................. 0 13. Other "V, Remaiiiing items needed to issue the permit. (Mar'equireadditional plan review upon receipt of the folio-,;ing items IM, ees e^dule �'f Fees shown, ........................... "A�ached Schedule -Due She6t ............. ldings.." Statement nten 'f'bT Non - t ofl heated'and A/C'131 ..... ...... I -r - ____ ti 6. Sanitation and plo,t-p an approval. from the,Envirorimental Health Department 'D 7. 'ty of Chico Plumbing permit .... i .............. El bi California Department of Forestry plan ' approval .... 4aid. Senf by: .....,.: t. .. / 9. Planning approval for (A) Use: 0) K (B)Parking: (C) Pa Check: �00, 29. Contdct�a dPevelopment about DImprovements, Di�iainage; .................... ............ Encr, I. o hirient Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). V�' 0 22. PrQnspection for requireded ................ Z i I _\ 0 �Z&n ' icense information. (Nui�ber, Name Style, Classification)� .......... 33 11 4ctor's0 ........ * C, �Pt r�3,�2 �;�'-r \ is Colyiper 0 --vion Carrier and Policy Number .. ..... .... �=Aerr,[Bdilder Verification (0 Given to owner, 0 ailed to owner- ..... " 'igrtraitire'authorization .................. 06 0 etter of S 7. ecorded'copy of Agricultural 96knowledgmet em ) ........................ 8. Manufactured home utility cleaT'ance .......................... .. ; ...... ...... I ................. 29. . Exiging violations and/or expired permits.........:....'. .......................................... 'Gr t Deed 0 NPH. ./Statement of Fa�� w T-8111 '5 etter from Legal 0 ner, 0 Check to H.C.D. $ 6P t c � o,,4 rte,,\ n iss d Te on con 1) an hold for pickup. 96.0 me p ining a building permit. a beeii * for &the above i ms.and r�quii Ven(stor oro CLJ Applicant: 3<__;J 1. Index permit application for 2. Additional items required !ZA Contractor, designer, owner, was Contractor, Plans revie Structuralr NotPe tranif W'(X phone* 0 mail,- 0, ci phone;` 0 mail, 0 ci Plani approved by: _ Structural approved by: v 7' M S E. C. USE ONLY Plot Pian Attech d'7 Floor Plan Attech®d Sam to B.D. ! TO: Building Department 0 3 - ZI 13 FROM: Environmental Health SF SUBJECT: Sanitation Clearance ., 04 a[L YV\A T) IL Owner Location AP# Plan Approved for: Sewage Disposal Water Su ply: Public Private Well Clearance for dweliina. Other �-: _ . Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District NO %J tj Building jDepartment No. A.P. Number 00-7 Jurisdiction: City County Property OwnerHe^A *1q)-;4 � 1: CA, 03-2113 I - ee N Property Location/Address 4 - Subdivision 0 C- Q' -_t_ e i 5 L Lot No. ....................... . .......................... ........... Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) ....................................................................... ! ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q Sq. Footage Now Addition (including Exterior Roofed Areas) Building Department Representative District Identification No. in $r 5 o O . I - CX 5 Date C) -School District certifies that, (Applicant) C-4— (Street Address) (Phone Number) n Y-6 -j' < <p C -P, _. "I lltsct t. � (City) (State) (Zip Code) has complied with the requirements of 116ii6liJtion No. by payment of $ representing cl, square feet. 2926 $ FULL MITIGATION $ .2 f School District Representative Date Paid by Check # Remarks: 6 A -(z "A. -C Nagic : You may protest the Imposition of the few Identified above by submitting a written protest to the District. in conilaiiie-with ', ' ' _t Govannient Code Section 66020(a), within 90 days from the date ton are paid. Failure to submit a timely writte;'protea'-will'prohlbilt N - you from challeVnq the Imposition of the fen In any court action. N. subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is noMW by the applicable Local Planning Agency that this project Isbeing nevlewed under the Calftnda Environmental Quality Act (CEQA), this project may be subject to additional school few to fully niftists. its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.)ds (10/03)dmm 194 ' NOTES RESIDENTIAL PERMIT NO. --027-010-007 — - --- 04-0066-- # JOIPON, IRMA BRAD CT;.OROVILLE Cont: FOX COMPANY FIRE SPRINKLERS 03-2713 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY v USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a JOB FINALED (Date) Signature i J=OK' 0 = Not OKNotAkplic, . eable 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/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5.. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location.Test-Wrap;-/ /'.L'ft. / P Nat. or / P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date 1. Card B-1 Date Card B-1 Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 1. Zoning Requirements -Setbacks -Easements 6. 2. Footings; Size -Spacing -Marriage Line Electric 3. Gas; MH Test -Demand -Valve -Connector Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 4. Electricity; MH Test -Crossovers -Breakers -Clearances 10. 5. Drain; MH Test -Fall -Flex Connector Ext.; Steps -Doors -Landings 6. Water; NIH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '7: " Water and Sewer Connected -C/0 to Grade -HD Approval Date 8. - Gas and Electricity Tagged 9. 9. Tie Downs -Type -Installation Cert. 10. 10. Exits; Insp.-Sketch- 11. 11. Cert. of Occupancy 12. Enclosure; Fencing -Alarms Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged ` . 9. Exits 10. License Decals 11.. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails '4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 62. Insulation -Walls -Ceilings Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. Ext. Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 71. Fireplace or Stove, Clearance -Hearth 23. Fire Sprinkler; Test 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Date Card B-1 Date Card B-1 Date 76. A.C. Duct in Garage -Damper Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 78. Plb.; Elec. & Mech. Equip. Listed for Location 24. Fixture & Transformer Clearance -Ins. Protection 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 27. Romex Installed Close to Edge of Studs & C.J. _ 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 85. A.C. Unit Disconnect, Electrical -Plumbing 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes O No 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 92. Gas Test -Meters Tagged, Gas -Electric 35. Smoke Detector 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates Date 95. Address Posted Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . i 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538--7541(�P,R`MIT N0. (Rev.12/96) '' APPLICATION AND PERMIT e t��; ASSESSOR PARCEL NUMB -7 O 010 ZONIN f'C/ /2_6 BUILDING PERMIT E - r (A) r- _ O. FT. OCC. BUILDING VALUATION T nq- . OWN UNG D S —' - -21 I'$ I CtJ'VJL�I-� I !-vim RACTO NAME T O E `�✓ 19 T SLIMO RE`S, L , �� r® V V �IYAVI CURSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ o ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 100 Plan CheckingFee $ 0 BUILDING ADDRESStj Energy Plan Checking Fee $ $ PERMIT FEE $ - LOT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat pump water heater 23.00 SF ADuplex ❑ Mobilehome ❑ Other Water piping 15.00 SPECIFY Each as water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Buildingsewer 15.00 Describe Work: rVctve—inKlice, Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00 Main Service e00V OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and m license is in full force and effect. , Y r License Class C-16 Lic. No. 3Q5'�o D Main Service 20QA TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. SO OR ADONS. ( g ACC. eLDs. 3.5Q�' NOµHESIO MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CR. Ex. Occup. OUTLET OR FIXTURES BA� @';50 - OWNER-BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 rY P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Ex. Occup. FlXED APPLrS. OR OUTLETS PLNS EA Temporary Service Mobile Home Facilities A20. will do the work, and the structure is not intended or offered for sale.❑ Misc. Wirin I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this ~ reason PERMIT FEE $ WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 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 Heating Cooling Hood 6.50 performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier $1-4176— Ventilation PERMIT FEE $ Policy Number -272 Ulf/ 2.3 Mobile Home Installation Fee $ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortht comply with those o is ons. _ X Date / /c�J _ Signature of Applican -w Contractor ❑ Agen An OSHA permit is required for a vatio s over 5'0" de p nd demolition or construction of structures over 3 stories in height el J® Energy Inspection Fee $ Occ CONST. TYPE TOTL FEE $ HAz. D —ES FEIMPFLOODPARC CDF PD D ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. __464� !� J ADV g4l0 / By Date e Receipt No. — PERMIT EXPIRES ON / B WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INS TOR GOLDEN RO APPLICANT afe t COUNTY OF BUTTE - DEPARTMENT OF DEVELOAVENT SERVICES BUILDING DMSION, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET+ OWNER: JQ e D A Q ASSESSOR PARCEL I,TUbdBER: fr Q2 7-00/ - On Proposed Building Use: Building Inspector: Date: At time of permit application, I was a vl:.65 the following data must be submitted prior to pe t roe sing nd/or issuance: All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑6. Energy Design Compliance and supporting documentation. ❑7. Statement of Intent for Non -Heated and A/C Buildings: ❑8. Hazardous Material Form: 09. Manu turd Home data and installation instructions including Tie Down Specifications. ❑ 10. Fee $ (� �'J/C�� P<_Im ct fees as shown on the attached schedule.�QL O`t— Tees /,A ❑ 12. California Department of Forestry try plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit.d ❑ 16. Plot plan and business license approval from the City of Biggs. `J ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder verification (Given to owner ❑, Mailed to owner ❑). ❑24. Letter of signature authorization. 1325. Recorded copy of Agricultural f'.cknowledgment Statement. 026. Letter of intent on building use. 027. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E330. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to otytractor. t•LI ele phone J7 ' c�' (� ` �;,� � I and hhold for pickup at office. ❑ Deliver kvi ector. Applicant.Date: / O� EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued; and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Oiiginal - Applicant FOX COMPANY License# 305365 • C-10 • C-16 • C-36 3995 Olive Highway Oroville, CA 95966 Phone (530) 533-2730 Fax (530) 533-1825 TO Name of Job Date • GENE DILL CONST. JORDAN HOME 9/19/0' P.Q. BOX 5732 AP027--001-007 • OROVILLE CA. 95966 BRAD CT. OROVILI,_.E Gentlemen PLAN 3962 We take pleasure in submitting the following proposal in accordance with specifications included herein and subject to the subject to the conditions on reverse side hereof for acceptance within .4........ days from above date. Estimated Delivery ......PE P...C� NST ..' Ci i c D U L_ E Terms.......................... . 1.0'e ENGINEERING FEES 80% ROUGH; --IN PIPING 10 � TR,T.M � V'ALVES saET INSTALL FIRE SPRINKLER SYSTEM AS FOLLOWS: 50 - RESIDENTIAL SPRINKLER HEAD 1 -- HEAD WRENCH 1 - HEAD BOX WITH SPARE HEADS 1 - 6'' ALARM BELL & BACK BOX 1 - 2 POLE FLOW SWITCH 1 -.CONTROL WIRING 1 - CONTROL SUB PANEL 2 - 120/240V CONTROLLER :2 - PRESSURE 'GUAGE 1 - 1" CHECK VALVE 1 - 1-1/2" ' CHECK VALVE 1 - 1-1/2" CONTROL VALVE 1 M- FSG PRESSURE SWITCH 1 - 2 GAL.EXPANSION TANK 1 - GT15 1.51•fP BOOSTER PUMP 150' - 1-1/2'' WATER LATERAL HOUSE TO WELL 1.50' - 1'' ELECTRICAL CONDUIT & WIRE HOUSE .TO WELL 1 - WIRING FOR WELL & BOOSTER PUMPS 1. - BUILDING DRAIN OUTLETS 1 -- PLANS & DESIGN ENGINEERING FOR FIRE MARSHALL PRICE 8,815.00 NOT INCLUDED: 1) TRENCHING HOUSE TO WELL FOR PIPING 2) PERMIT FEES 3) CONCRETE PAD FOR PUMP SYSTEM 4) CHANGES OR ADDITIONS TO SYSTEM FIRE MARSHALL MAY REQUIRE 5) DOMESTIC WATER LINE, TANKS, & WELL MOTORS BY OTHERS (Company Name) By...................................................................................... By..... ..... .. ......... (Title) CUSTOMER CONTRACTOR � PERMIT Bin : APN1;027-010-007 LAST NAME_ • ' FIRST N_ AME ' CONTRACTOR ;GOLDEN FEATHER CONST _ CITY/CTY STREET NO -STREET NAME : ' 61TY-WIM060144 USE TYPE REMARKS ® P E EM M �. 75 rhAr may VALUATION FLOOD FEES PAID RECEIPT FEES 2 RECEIPT 2 _ FEES 3.. RECEIPT 3. _ FEES 4 RECEIPT 4 ._ PLAN CHECK ACTIVITY Plan Chk-1: Chkd By -1: _ Return -1: Plan Chk-2: �_ Chkd By -2: = Return -2: Plan Chk-3: Chkd By -3: _ Approved: Comments: 255 char. max APPLIED • 'ISSUED - FINALED Str Chk-1: Str Chk-2: -_ Str Appr: BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT FORM This information is not available to the public!!!!!!! Of COPY FOR THE PUBLIC OR THE FIELD INSPECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person living at the complaint address! Complainant: Address: Phone Number: The above information is not available to the public!!!!!!! (2) PERMIT 1 Bin = APN i`'i■lr LAST NAME • ' eTTFIRST NAME -ME CONTRACTOR :GOLDEN FEATHER CONSTCITY/CTY STREET NO USE VALUATION -STREET NAME FEES PAID FEES 2 - FEES 3 - - FEES 4 PLAN CHECK ACTIVITY TYPE REMARKS B P E E M M FLOOD _ RECEIPT �® RECEIPT 2 RECEIPT 3 RECEIPT 4 Plan Chk-1: Chkd By -1: _ Return -1: Plan Chk-2: Chkd By -2: = Return -2: Plan Chk-3: Chkd BY -3:= Approved: Comments: 255 char. max CITY APPLIED ISSUED FINALED Str Chk-1: Str Chk-2: Str Appr: 25 char. max PLAN RFooj.VISION Owner's Name: BP#: Date: U Contact Person & Phone Number: AP#: D� , Gla - v Received By:. y: . Time: I g - PURPOSE OF RE -SUBMITTAL OR REVISION .❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — I's Name: Requested by Plan's Examiner — Plan Examiner's Name: �S ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer._ must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ' ❑ Call and hold for pick-up. ❑ Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: 10 • . Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 OUTLOOKER Ix4 GOVT BRACE AT BRACE Mi?�5 LONGER THAN i2' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS "GABLE END STUD 2x4 IF 5TRONSBAGK MAIL TO LE06M W/ IOd 6 12' OLJ 2x4 HF LE06ER MAIL TO VERTICAL W/ IOd NAILS) "t 0 r A35 BRACE TO FLAT —H-3 AT 48' O.G. NOTE: TH15 DETAIL MAY BE USED FOR TRL55M WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: U5E (3) - 2' WIRE STAPLES (0.0'72 DIAJI5 GAJ TOENAILED THRU CHORD INTO WEB I THRU NEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (HI) MUST BE PLATED. ARc, i 3-IOd NAILS EACH END b -10d COMMON 2xb DIAGONAL NAILS BRACE 048' O.G. Oq MAX UNBRACED LENGTH ' OF 6ABLE END STIR. (2x4 FIR -LARCH) - - STANDARD = 5' -II' - »I AND BTR. = i'-9' E TRU55E5 --- 0 1 V LL Jl/.1./ r7r TG DL 15:0 PSF BG DL PSF NOTE: 6ABLE END M16H BASED BG LL 0.0 P5F ON' 5 MPH WIND, EXPOSURE 'B' TO171.0. 50.0 P517 AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF JOB MTAIL Date: 10-18-02 Gary Hawkins ARCHI'T'ECT JOB NAM ¢ LON6FELL.OW LUMBER Drawn: AK CITY STATE CHI CO CALIFORNIA (530)892-2700 3 � I Job no.: 02-I I6 1370 R:ocEwooD Da.,'STE. t O F.vt:(530�93.05320532 CH:co, CA 95973 garya:chmsbcglabalnet �%jd /ef - - 31 Y10 Ll 2� r 7 c e,e, 5 �� . 4, -1 5 eN A. -8- 19 , r c %to Aq 4L �j >�t /ems c LONGFELLOW LUMBER Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: tnisses@longfellowlumber.com 2/24/04 Accessors Parcel Number: 027-010-007 Building Permit Number: 03-2713 Re: 1/30/04 Plan Check Comments for Henry & Irma Jordan CO. INC. ITEM 1: Truss 131 has been revised. } V-fruss C2 (note7), D1 (note 7), D2 (note 5): Due to the slope in the bottom chords of these trusses a "seat cut" has been made exposing the end grain of the wood. The trusses bear on the end grain. We have followed an ANSI/TP11-1995 formula to ensure that crushing does not occur to the truss. It is the responsibilty of the building designer to make sure the bearing can support the trusses. /11TEM(s) 2 & 8: The missing truss details for B2 & G1 are now included. ITEM 3: The notation of truss quantity on any truss detail is not the true indicator of how many trusses will be built and shipped. The truss layout should always be the final reference for quantity. A new de ail for truss E2 indicating (4) trusses is included. TE 4: chanical connections shown on truss details D213 & D3 refer to the presence of a girder truss, a beam, or a ledger. ,/ITEM 5 & 6: Truss detail E213 has been revised. The reference to "truss to truss connections" has been removed. The length of 35'-6 8/16" has been changed to'34'. ITEM 7: The truss detail for F1 has been revised to show a conventional bearing at joint 1. M 9: A Trulox Connection Detail was provided in the original engineering. Another is included for your reference. ITEM 13: Trusses E8, EBA, F1, H1, & H2 have been designed for ladder framing. Conventional span tables should be used in determining the size and type of lumber to use. We recommend using 2x4 -DF -G #1 or Better for lumber and Simpson LU24 joist hangers for connection. This is only our recommendation and should be approved by the building designer. r U February 11, 2004 Henry & Irma Jordan 611 Misty Meadow St. Stockton, Ca.95210 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-010-007 Building Permit Number: 03-2713 Post -it® Fax Note 7671 Date To eN From pages r �e►-�c�..i Co./Dept. Ouff, Ca 6 Phone # Co.." i Phone # Fax #�Q g Y'7)— :73s U75 Fax # Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form. is to be completed by the Oroville Elementary School District nd the completed form returned to this office. Please specify type of fireplace. 3. Indicate North direction on the plot plan. STBAXTURAL COMMENTS: Please address notes on the following trusses: Truss B1 -Note 1 and 11. Truss C2 -Note 7 Truss D1 -Note 7 /Truss D2 -Note 5 V Please provide truss detail and calculations for truss B2 (,Korrelate. layout indicates a quantity of (4) E2. Truss detail indicates a quantity of (5). Please details show mechanical connections at both bearing points for trusses D2B and D3. Please specify connection or revise. Note 5 on truss detail E2B refers to girder for truss to truss connections. Please explain. If no connection, please revise. The E2B truss detail indicates a length of 35-6-8 from outside to outside bearing. Building plans indicate 34'. Please correlate. /Truss detail F1 indicates a mechanical connection required at joint 1. Please specify. Y Please provide truss detail for G1. Please provide listing and installation instructions for the Trulox hangers specified on the russ layout sheet. Please specify location and size of supports for B 1 truss bearing points on the I" floor plan. Please specify size and locations of supports for truss G2 on the 1'` and 2nd floor plans. 1 of 2 1& Please specify size and spacing of framing members at Calif. roof framing on I" and 2"d floor r of framing plans. 3 russ layout sheet indicates ladder framing over the great room. The building plans show conventional roof framing. Please specify size and spacing of framing members at this area. If conventionally framed, provide detail of framing at truss H1. If ladder framed please pecify hangers used .to support ladder framing.e�rs� �o I �c►� f'uso-'' am unable to find a listing for the Simpson WP3516 hanger s1� ZFb the sec9nf floor framing plan. There is a listing for WPU3.3/16. Please provide listing for the proposed /WP3516 or revise. 34 5 i Oos c b -*q 1-4 3250 L, O S �v`�1- Wp14 �•�5 •>�5. The foundation supporting the beam at the kitchen/ great room appears toe under sized. P ase revise or provide supporting calculations. Qe r� �° a 1 W The 4"x8" floor beams at the 2"d floor open porch appears to be overstressed. Please revise r provide supporting calculations. Is /4 the 1 '" OSB rim board being used as a clear span floor joist across the 2"d floor gallery /ntended to be a Truss Joist Timberstrand 1.3 LSL? Please clarify. �X Please correlate the 2"d floor plan and 2"d floor framing plan regarding size of floor beam at )'Xhe rear covered porch. ecify stucco thickness on shear wall schedule. ow stucco and weep screed on sectional drawing. �. S�cify location and size of all support posts on 1ST and 2"d floor plans. 2;2!S ecify anchor bolt spacing for shear walls on the foundation plan. pecify bottom plate nailing on shear.wall schedule. De¢,.;/ Y o FPlee provide shear transfer detail of roof diaphragm connection to the interior shear wall at aster walk in closet and key detail to the plans. 2 .e provide shear transfer detail of the second floor diaphragm connection to the first floor interior shear walls. Show connection of A35 clips and specify nailing of floor sheathing to locking or TJI joists. 6 rovide A35 spacing on 2"d floor framing plan at bedroom 3 as specified in the structural cIculations. Phow size and location of isolated foundations for porches on the foundation plan. lease correlate correct detail on foundation plan at the interior wall in garage and exterior wall at porches. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any' questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Jim Pursell, P.E. 2 of 2 Golden Feather Construction P.O. Box 5732 Oroville; CA 95966 Assessor Parcel Number: 027-010-007 Building Permit Number: 03-2713 On October 21, 2003 I informed Gene Dill of the following: The plans for Henry and Irma Jordan came up for plan review today. However, as you know, the submittal is incomplete. When the trusses, energy calculations, and engineered plans and calculations are submitted, the plans will go into the plan check line-up as of the date of re- submittal. The plot plans are incomplete and will not be reviewed by CDF until they are adequate. Fire sprinklers are required in this house and the trusses must be designed to support the fire sprinkler loads. L *LidaSimpson 1 of 1 I AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2liloli--IZ010 I 4E�arJfa Recorded Official Records County Of BUTIE CANDACE Jo GRUBBS Recorder ROSEMARY DICKSON Assistant 02:42PM E4 -Mar -2004 REC FEE 10.&I COPIES 2.50 Kathy Aage'l of c AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 5 -EE 4*A c H 6-f) Date ij 61 of PROPERTY OWNERS: FIMMAWI y i WE State of California County of Sar, �yCcyvi'� On MCL►'ck 2? , 2 00 before me, _ 4n k "p- • personally app!ared Af-e,, i -y Lw -c��'�o P - known to mer'or proved to me on the basis of satisfactory_ to the within instrument and ac&nowl— edged to me that capacity yes , and that by his/her/ eir signatureMon the i the perso acted, executed the instrument. WITNESS y hand and official seal. Signatures C A.P.# E�t7. cle r,v� ,ithr$ — personally be the personsjrwhose names isesubscribed r'1 executed the same in his/her e �ip authorized the persoq0or the entity upon behalf of which Seal: JOHN R. BER ''`nn �s Comm. 11371916 V! NOTARY PUBLIC CALIFORNIA Ul > San Ju rl County .. My Comm. Expires Aug. 16, 1006 -b z• - RECORDING REQUESTED BY D VALLEY TITLE & ESCROVI D WHEN RECORDED MARL TO: H NRY L. JORDAN 11 MA G. JORDAN 6 1 MISTY MEADOW STREET S" OCKTON, CA 95210 0 0-C A P.N.: 027-010-M Order No.: 208578MAM IIUffIfNf 1bII�INIf NIf�!!Nl 2003—�a0258,30 Recorded I REC FEE @.@0 Official Records I TAX. County Of CANDACE J. GRLUS I ROSEMARY DICKSON 1 Assistant I Kathy 89:rr>BAM 24 -Apr -2103 I Page 1 of 2 Above This Line for Recorder's Use Only GRANT DEED Escrow No.: 208578MAM T E UNDERSIGNED GRANTOR(s) DECI.ARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $52.25 ] computed on full value of prc ppeerty conveyed, or computed on full value less v, slue of liens or encumbrances remaining at time of sale, ] , unincorporated area; [ ] Ci :y of _, and R A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, E J. LOCATELLI, a Married 1 elan as his Sole and Separate Property :by GRANT(S) to NRY L. JORDAN and IRMA G. JORDAN, Husband and Wife as Joint Tenants following described property in the City of Unincorporated Area of the, County of Butte State of Ca.ifornia; S1 E ATTACHED LEGAL DESCI UPTION LEE J. LOCATELLI D, current Date: April 17, 2003 kTE OF CALIFO IA /� )SS UNT//Y OF 641,- ) l Do 3 before me. T&e l � rJjrKX, so� appeared Tonally known to me (or proved to me on the basis of satisfactory evidence) to be the person) whose namejyq is/4wsubscribed to the within rumens and acknowledged to me that he/s kakhay executed the same in his/herldwir authorized capacity(iol and that by his/her: heir signature(dj on instrument the person(alror the entity upon behalf of which the persurk(4) acted, executed the instrument. rNESS my hand and official seal. nature This area for official notarial s. -,al. JOEL SRODSKY� N Comm, f 12853:'9 fn NOTARYPUBLIC-CAl1FCRNIA �f Santa c+ut counh MV Comm. Etairos Nov. 2• . 2004 i Mail T tx Statements to: SAME AS ABOVE or Address Noted Below Order No. BU -208578.3 MAM land referred to herein is s: tuated in the State of California, County of Butte, and is des •ribed as P. L T 3, AS SHOWN ON THAT CERTAIN MAP ENTTTLED, "LOCATELLI SUBDIVISION", WHICH WAS RECORDED IN T-113 OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, S ATE OF CALIFORNIA, ON MARCH 26, 1993, IN BOOK 130 OF MAPS, AT PAGES) . i THRU 6. TIFICATE OF CORREC CION RECORDED APRIL 1, 1993, UNDER BUTTE C AUNTY ORDER'S SERIAL NO. 93-12867. ERVING THEREFROM A,1 EASEMENT FOR INGRESS, EGRESS, SUPPORT AND STORM LIN OVER, ACROSS AND UNDER BETHRIDGE ROAD, BRAD COURT, BRYDEN WA Y, AND TNEY COURT, AS SHOW N ON SAID MAP. IS DEED IS MADE AM) ACCEPTED UPON THE COVENANTS, CONDITION i AND STRICTIONS AS SET FOFTH IN THAT CERTAIN DECLARATION OF RESTRI4,'TIONS CORDED MARCH 29, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 9:;-11955, NDMENT THEREOF REC ORDED MARCH 4, 2002, UNDER BUTTE COUNTY RECO: ? DER' S S RIAL NO. 2002-10471; AL.' OF WHICH ARE INCORPORATED HEREIN BY REFI_ RENCE ERETO WITH THE SAME .FORCE AND EFFECT AS THOUGH FULLY SET FORTH I JEREIN A r LENGTH AND GRANTEE,; BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AGREE TO THE TERMS OF SAID DECLARATION. 027-010-007-000 0 Other Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval • Site Plan Stamped Approved By Date Page 1 of 5 SITE PLAN REVIEW APPLICATION ,. r _ Date: Ll -- ' •- d� C) — AP#�4 • Permit Number (if applicable) in Number 0-2 -7 � - APPLICANT INFORMATION Parcel Size: _03_ Owners Name: i 1 Owners Address:�i IJ Telephone No.: S3 `( ZZ– Situs Address:J) Proposed Use: Residential New Single Family Residential ❑' Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial. Remodel 0 Other Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval • Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and. requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: l� • Flood Panel No.: 5 O Index Date: _ W—� ®'O ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: A (Z — 5 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front S L Side D 3 p Side Street Rear ) �� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 `r Applicable Development Fees: Standard Fees ❑ • ❑ Fire School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees Water Tender ❑ Road Improvement ❑ - North Oroville Area ❑ Other (per'map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Mme: Map Date of Recording: Lot: 3 ❑ Use Permit/Minor Use Permit Permit Number: Book: � 3 (2) Date of Approval: Page: • Parcel Map/Subdivision Map/Use Permit Conditions 13 Comply with the following Conditions of Approval: In Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 MR Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Pill must be prepared by . a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4of5 • f) �� lvl.9T�,? ,Ct�ELL M,4�:4�' F'L�L'Erl �rif✓ /OO OF r. efE 1 . CE" SElt W6 -e" /213fl- S e .4QEW OAI 1-144 2'4�1'E/J zc cf ,r/,�ac r1 k r 3'EEf'S rdvo ,f ; o nE �'ta iyrF r za�fE ' .Pa•+ -1 .�rl`E" E''E�E.PCfE �,,� T�/�,�d�it%tE �✓V� EP.�E.�J�.;p�� F>.,Q.Q�,��"Ga�'�`', 3) �G�ge-,kw ow-A1APC✓�4i 4) -4,V 4Tfl' fr1' " Scar', ,2ES`s'/O�l S,'• �,�c E•C /7 IN.4,Z4 /,eES'l�l�'.Ia'�• !P TG/PE A?2e Ao- v �') res sv��r���Q��rs rt Q,ct.�,e�� or �c• rA.PC�,4�'aec�Gf�A� s�•�sirr�rsl S��U« Sc�.ysE�trrE.co,�s�.Q�r�7"roc� O,P �E�EL1�P.rf�E�r.4Cr,�'%i/�� �',E'AcO�S'E ��•4�1E/,7���.ACT�'t�.�o •�E,�' xf'E • !<.) �E!/�Lp '/�7E'rtfT O� i�E n.4,PCEL S MA �/ RE S4W,J6-C7- o Rcirre COUAJ7- r F/ E n, el7l rf�E�tlT t /fir- , 7JCZ05'S' OG/iC.POl �/ i,147- /S l aePOSES: • /. 00' Woo of , ?6-wh r * Q 0 as a FV \ QNB O d' a G= 31.77' ��°Glp''S�"Gt/ � S00'Do'S2"� 3 Oa°oo'S2 299 7' _ ti+ �- �09� _ - 1 ►5 '/�S"' In/ � 2!0100. !02' tA; ti Ix OD • . R p • /m DRAIN YOUR PLOT Hi W P- X"A 10 - a Rock C) ate L(f (A -A VI Hj6- I ICINITCH I ARCEL PFIAP III WE JIM PURSELL, P.E. CALIFORNIA LIC. 60924 WASHINGTON LIC. 381 21 JPURSELLO)seCGLOSAL.NET 5 MADRONE AVE. STE. B OROVILLE, CA 95966 PH. (530) 533-2131 FAX (530) 534-0902 PA January 5, 2004 Butte County Development Services Dept. Building Division 7 County Center Dr. Oroville, CA 95965 RE: Truss Design, Jordan Residence; APN 027-010-007 I have reviewed the truss designs for this project. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration. Sincerely, i- im Pursell, P.E. 03 �2?/33 \,,u BUTTE COtJlVT'Y N C 60924 v BUILDING DIVISION*k APPR0 @1' --=k- TF OF C a`\F-��,� COPY" y JIM PURSELL Page 1 Date 12/18/03 CIVIL ENGINEER RCE 60924 Job Number: 103-07-173 Job Name: Jordan Residence Contractor: Gene Dill Assessor Parcel No. 027-010-007 Analysis: 2001 CBC Dead -Loads Live` loads Roof: Comp 6.0 1/2" O.S.B. 1.5 Framing 5.0 ' Insulation 1.0 1/2 Gyp. 2_5 16 psf. 16 psf. Wall: Stucco 10 Framing 3.5 PO q\N S P COQ. MSS Pi '/a" GYP. 2.5CO Insulation 1_0 17.0 psf. w NO 6092 Floor: Flooring 3.5 *sTgT civ�� 3/a" plywood 2.5 FOP CP��F Insulation 1.0 I -joists 2.5 '/z" Gyp. 1_5 11.0 psf. 40 psf. Concrete 50 psf. Lateral loads: . Wind P = Ce Cq q I where. Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof l: = 1 0.72 @ 25 feet 0.8 in windward wall. 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R' Ca=0.36,I=1,R=5.5/4.5 Soil Bearing Lateral Sliding Lateral bearing 1500 psf Coeff.=0.25 150 psf/ft. _AMA i��1• �2 �zs �.Z ^ 1 -37 V .- ZIT _ - - _ __ -- LI) i-.y(Zisg' �= 13?1(c*H* toy RZ [SOS L- .13r /3t — cam ,__.._ __-__. ._-�-`�- des i FCC (D j`j-�G =. S2!2> 5 I b SLo-� . Y 6 JS 2,11 sc-�_> X ).'z L>R Cz as - -�2. z..L-j /I w po.,3 -\J22 (.jq Cz- 7-- 3H 5.f.. 4f'7-3 12- L EZ, S -T7 L7 Fv 3U =. /' 2LA 2 325 F SSL IA.. -,,P it .�e©(A'Ss uMPZI cs e.� - z(t-SXs-7:s)_ INS 741FV -- .---- .3- .. CZ 13.G 10 CjS/�G/�C �•f�/✓~1M�. $RIJG G ��LL ` �% �� � ���((.ZS) = Sc� �sl tat/ d(Fn-< , 3PTrH,. T�Qss- mrd �i'"NG �� = 37 `� � �3•z ��? L> V/ q 62-1 r7- Fz- IEIE�$ Rz 136 _ _ .. = � • ` 4/✓JG �j'I SS w N Luy\ zn. zCs_S�C.r:z�- V G Lv L-L M C{.1�<-�- . 'P"iZ��N1��--�jitr�-G � IVY ,��i� %ssv�J� �4►..� 2n�� Cy ,11 4 4shT Lib- -= R, + _ .�Z, = 2,,- v� tea' �, cc Jordan / Dill Page 13 Column Calculation for King Stud supporting Truss E8A @ Great Room: Slenderness Ratio: King Stud 2 - 2x6 #2 D.F. Lef (ft.) = 17.10 Ke = 1.0 d1 (in.) = 5.50 Lee (ft.) = 9.00 d2 (in.) = 3.00 Lei (Ke) _ 17.10 ft. Lei/di _ . 37 < 50 OK Lee/d2 = 36 < 75 OK (during construction) Column Stability Factor: Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/C)^1/2 Post or stud: b = d2 = 3.00 h = di = 5.50 Fc = 1350 psi Fc = Fc*CD*CM*CYCF*Ci-Cp CD = 1.25 CM = 1.00 Fc = 2194 psi CF = 1.30 Ct = 1.00 Ci = 1.00 Fce = Ke*E/(Lel/d1)^2 Kce = 0.300 (visually graded lumber) Fce = 345 ' psi E = 1.60 X 10^6 Fce/Fc = 0.16 5 C = 0.8 (sawn lumber) Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 = 0.15 Therefore, Fc = 333 psi Actual Compression Stress: fc = Load / Area Load = 2159 Ib. fc'= 131 psi Area = b*h = 16.50 sq.in. fc < Fc 131 < 333 OK in Compression only! Jordan / Dill Column Calculations (Cont'd) y Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) < 1.0 where fc < Fce Fb = 875 psi #2 D.F. F'b = Fb'CD'CM'Ct'CF'Ci'Cr CD= 1.60 CF = 1.30. F'b = 2093 psi Cr = 1.15 Calculate Bending Stress fb Wind Pressure P = Ce•Cqq•1 Ce = 0.62 1 = 1.00 Trib. Width = 4 ft. w (unif.load) = P x Trib'.Wdth = 28.8 plf Reactions @ top & botom w(Lei)/2 = 246 Ib. M (maximum moment) = w(Lei)12 / 8 = 1052 ft.- Ib fb = Mc/I = (6M)/(bh^2) 834 psi Thus.....;. (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) = 0.80 < 1 where Use 2 - 2x6 #2 Q. F. Page 14 CM = 1.00 Ct = , 1.00 Ci = 1.00 Cq = 0.80 q = 14.50 psf Lei (ft.) = 17.10 b=d2= 3.00 h=di=5.50 fc < Fce 131 < 345 OK! Jordan'/ Dill Page 15 Column Calculation_ for Typical Stud supporting @ Great Room: Slenderness Ratio: King Stud. 2x6 #2 D. F. Lei (ft.) = 17.10 Ke = 1.0 di (in.) = 5.50 Le2 (ft.) = 9.00 d2 (in.) = 1.50 Lei (Ke) = 17A 0 ft. Lei/di = 37 . < 50 OK Le2/d2 = 72 < 75 OK (during construction) Column Stability Factor: Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/C)^1/2 Post or. stud: b = d2 = 1.50 h di = 5.50 Fc = 1350 psi :F'c = FC*CD*CM'CVCF*Ci*Cp CD = 1.25 CM = 1.00 F'c = 2194 psi CF = 1.30 Ct = 1.00 Ci = 1.00 Fce = Ke*E/(Lel/d1)^2- Kce = 0.300 (visually graded lumber) Fce = 345. psiE = 1.60 X 10^6 Fce/F'c = 0.16 C = 0.8 (sawn lumber) Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/C)^1/2 = 0.15 Therefore, F'c = 333 psi Actual Compression Stress: G = Load / Area Load = 1371 lb. fc = 166 psi Area = b*h = 8.25 sq. in. fc < F'c 166 < 333 OK in Compression only! Jordan / Dill Page 16 Column Calculations (Cont'd) Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) < _ 1.0 where fc < Fce Fb =875 psi #2 D. F. F'b = Fb'CD'CM'Ct'CF-Ci-Cr CD = 1.60 CM = 1.00 CF = 1.30 Ct = 1.00 F'b = 2093 psi Cr = 1.15 Ci = 1.00 Calculate Bending Stress fb Wind Pressure P = Ce•Cq•q•1 Ce = 0.62 Cq = 0.80 = 1.00 q = 14.50. psf Trib. Width = 1.33 ft. w (unif.load) = P x Trib.Wdth = 9.6 plf Lei (ft.) = 17.10 b=d2= 1.50 Reactions @ top & botom = w(Lel)/2 = 82 Ib. h = di '= 5.50 M (maximum moment) = w(Lei)^2/8 = 350 ft.- ib. fb. = Mc/I _ (6M)/(bh^2) _ 555 psi Thus....... (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) = 0.76. < 1 where fc < Fce 166 < 345 OK Use .'M #2 D.F. Typical Stud OK! s -t- /)44G ; 3 S Cl lb L.LoC41NG�� �,� to Jordan / Dill Page 18 Column Calculation for King Stud supporting Truss E213 @ Front Entry: Slenderness Ratio King Stud 2 - 2x6 #2 D. F. Lei (ft:) = 17:10 Ke = 1.0 di (in.) = 5.50 Le2 ft) '= 9.00 d2 (in.) = 3.00 Lei(Ke) = 17.10 ft. Lei/di 37 < 50 OK Le2/d2 36 < 75 OK (during construction) Column Stability Factor: Cp = (1+Fce/F'c)/2c) - (((1+Fre/F'c)/2c)^2 - (Fre/F'c)/c)^1/2 Post or stud: b = d2 = 3.00 h = di = 5.50 Fc = 1350 psi F'c = Fc*CD*CM*Ct*CF*Ci*Cp CD = 1.25 CM = 1.00 F'c = 2194 psi CF = 1.30 Ct = 1.00 Ci = 1.00 Fce = Ke*E/(Lel/d1)^2 Kce = 0.300 (visually graded lumber) Fce = 345 psi, E = 1.60 X 10^6 Fce/F'c = 0.16 C = 0.8 (sawn lumber) CP = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 = 0.15 Therefore, F'c = '333 psi Actual Compression Stress: fc = Load / Area Load = 1146 Ib. fc = 69 psi Area= b*h = 16.50 sq.in. fc < F'c 69 < 333 OK in Compression only! Jordan / Dill Page 19 Column Calculations (Cont'd) Bending & Axial Compression: (fc/F'c)"2 + fb/(F'b(1-fc/Fce)) < 1.0 where fc,< Fce Fb = 875 psi #2 D. F. F'b = Fb'CD'CM•Ct'CF'Ci•Cr CD = 1.60 CM = 1.00 CF = 1.30 Ct = 1.00 F'b = , 2093 psi Cr = 1.15. Ci = 1.00 Calculate Bending Stress fb Wind Pressure P = Ce•Cq•q•1 Ce = 0.62 Cq = 0.80 = . 1.00 q = 14.50 psf Trib. Width = 4 ft. w (unif.load) = P x Trib.Wdth = 28.8 plf Lei (ft.) = 17.10 b=d2=3.00 Reactions @ top & botom = w(Lel)/2 = 246. Ib. h = di = 5.50 M (maximum moment) = w(Lei)^2/8 = 1052 ft:- Ib. fb = Mc/l = (6M)/(bh^2) = 834 psi Thus....... (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) = 0.54 <:1 where fc < Fce 69 < 345 OK! Use 2 - 2x6 #2 D.F. Jordan / Dill Page 20 Lateral Analysis. Note: Due to the unusual shape of this structure, it is reasonable to consider all perimeter & interior shear panels as a single lateral resisting system with.forces distributed evenly. Improtance Factor I =1 North-South Direction: Walls A , OB , O (2nd floor) ' Leeward q I Ind (Coef.) (Coef.x A + Coef. x A) Roof: Windward Leeward q 1 P 1 (Coef.) (Coef.x A + Coef. x A) (@75) 14.5 (lbs) P(30)= 0.76 0.3 147 0.7 162 14.5 1 = 1736 P(25)= 0.72 0.3 234 0.7 282 14.5 1 2794 P(20)= 0.67 0.3 146 0.7 163 14.5 1 = 1534 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 14.5 1 = 320.7 P(25)= 0.72 0.8 90 0.5 26 14.5 Wall: = 887.4 Windward Leeward q I P = 3051 (Coef.) (Coef.x A + Coef. x A) (@75) 1 (lbs) P(30)= 0.76 0.8 27 0.5 15 14.5 1 = 320.7 P(25)= 0.72 0.8 90 0.5 26 14.5 1 = 887.4 P(20)= 0.67 0.8 237 0.5 249 14.5 1 = 3051 P(15)=. .0.62 0.8 63 0.5 63 14.5 1 = 736.3 P (Total) - 101 59 Y✓/SIJ GOVERNS North-South Direction: Walls A , O , O (1st floor) n Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 147 0.7 162 14.5 1 1736 P(25)= 0.72 0.3 234 0.7 282 14.5 1 = 2794 P(20)= 0.67 0.3 146 0.7 163 14.5 1 = 1534 P(15)= 0.62 0.3 • 30. 0.7 56 14.5 1 = 433.3 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A). (@75) (lbs) P(30)= 0.76 0.8 27 0.5 15 14.5 1 = 320.7 P(25)= 0.72 0.8 90 0.5 26 14.5 1 = 887.4 P(20)= 0.67 0.8 237 0.5 249 14.5 1 = 3051 P(15)= 0.62 0.8 682 0.5 607 14.5 1 = 7633 P (Total) = 18390 SIESMIC GOVERNS Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 6 :.12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 2936 x 16 = 52521 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 808 x 17 = 13736 Soffit & Gable Stucco: (Area)x(Wt.(psf)) = Wt.(Ib) 1100 x -10= 11000 Ca:Total Wt.(Ib) RV W = 77257 ( panel) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)= 11037 Seismic - Roof Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 700 x 16 = 11200 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 2194 x 17 = 37298 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1327 x 11 = 14597 Ca = 0.36 / Total Wt.(Ib) R624.5'" W = 63095 (co panel) Base Shear (lb) V=(2.5xCaxIx"/(1.4xR)= 9014 Total Shear V =/20_05_0_/_7'_ P (Total) = 3023 SIESMIC GOVERNS Seismic Roof Weight: Page 21 Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt. (lb) 1.12 x 874 x 16 = 15635 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 416 x 17 = 7072 Soffit & Gable Stucco: . (Area)x(Wt.(psf)) = Wt.(Ib) 611 x 10 = 6110 Ca = 0.36 /Total Wt.(Ib) R = 4.5 W = 28817 (Stucco panel) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xIR) = 411 A/At�_ SvAM- ,,Y 3H - + 1D.S1+ 3Cy'�4 /1-S'1(�+ qs'�G 1 z ST (WALL.S 3 ,3 3 `-r 3Cs.5'� +`l:.S :t G `r:Z3.5 4 8.5/� . lvz 7 o,<0SCC.) Ib PAVAc.s = 1, 24 ' Jordan / Dill Lateral Analysis, Improtance Factor I =1 North-South Direction: Wall OD (1st floor) Wind Roof:Windward Leeward q 1 P . . (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72-0.3 20 0.7 20 .14.5 1 = 208.8 P(20)= 0.67 0.3 60 0.7- 60 14.5 1 = 582.9 P(15)= 0.62.0.3 139 0.7:. 139 14.5 1 = 1250 Wall: Windward - Leeward q I P (Coef.) (Coef.x'A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 • 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0- 0.5 0 14.5 1 = 0 P(20)= 0.67 0.8 0 0.5 0 .14.5 1 = 0 P(15)= 0.62 0.8 84 0.5. 84 .14.5 1 = 981.7 P (Total) = 3023 SIESMIC GOVERNS Seismic Roof Weight: Page 21 Pitch = Rise:Run Pitch Factor 6 : 12 = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt. (lb) 1.12 x 874 x 16 = 15635 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 416 x 17 = 7072 Soffit & Gable Stucco: . (Area)x(Wt.(psf)) = Wt.(Ib) 611 x 10 = 6110 Ca = 0.36 /Total Wt.(Ib) R = 4.5 W = 28817 (Stucco panel) Base Shear (lb) V=(2.5xCaxIxW)/(1.4xIR) = 411 A/At�_ SvAM- ,,Y 3H - + 1D.S1+ 3Cy'�4 /1-S'1(�+ qs'�G 1 z ST (WALL.S 3 ,3 3 `-r 3Cs.5'� +`l:.S :t G `r:Z3.5 4 8.5/� . lvz 7 o,<0SCC.) Ib PAVAc.s = 1, 24 ' Lateral Analysis Jordan / Dill Page 22 Improtance Factor I = 1 East-West Direction: All Walls @ 2nd floor Wind Seismic Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Roof Weight: P(30)= 0.76 0.3 41 0.7 45 14.5 1 = .482.7 Pitch = Rise:Run Pitch Factor P(25)= 0.72 0.3 112 0.7 154. 14.5 1 = 1476 6 : 12 = 1.12 P(20)= 0.67 0.3 69 0.7 81 14.5 1 = 751.9 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = .0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 2936 x 16 = 52521 Wall: Windward Leeward q 1 P Wall Weight: (Coef.) (Coef.x A + Coef. x A). (@75) (lbs) (Area)x(Wt.(psf)) = Wt:(Ib) P(30)= 0.76 0.8 34 0.5 28 14.5 1 = 454 808 x 17- 13736 P(25)= 0.72 0:8 105 0.5 79 14.5 1 = 1289 Soffit & Gable Stucco: P(20)= 0.67 0.8 236 0.5 203 14.5 1 = 2820 (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.8 70 0.5 70. 14.5 1 = 818.1 1100 x 10 = 11000 P (Total) = 8093 Ca = 0.36 Total Wt.(Ib) R = 4.5 W = 77257 (stucco panel) SIESMIC GOVERNS Base Shear (lb) V=(2.5xCaxIxW)/(1.4xR)=2 103 East-West Direction: 1st floor Walls @ 2 Story section ONLY. Wind Seismic Roof: Windward Leeward - q I P Roof Weight: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 0 x 16 = 0 P(30)= 0.76 0.3 41 0.7 45 14.5 1 = 482.7 P(25)= 0.72 0.3 112 0.7 154 14.5 1 = 1476 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 69 0.7 81.- 14.5 1 = 751.9 2010 x 17.= 34170 P(15)= 0.62 0.3 96 0.7 37 14.5 1 = .491.8 Floor Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 1327 x 11 = 14597 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Ca = 0.36 ZTotal Wt.(Ib) P(30)= 0.76 0.8 ' 34 0.5 28 14.5 1 = 454 R = 4.5 W = 48767 P(25)= 0.72 0.8 105 0.5 79 14.5 1 = 1289 (stucco panel) P(20)= 0.67-0.8 236 0.5 203 14.5 1 = 2820 Base Shear (lb) P(15)= 0.62 0.8 568 0.5 631 14.5 1 = 6921 V = (2.5 x Ca x I x W)/(1.4 x R) = 6967 P (Total) = 14688 Total Shear V = 18003/ SIESMIC GOVERNS Jordan / Dill Lateral Analysis East-West Direction: 1st floor Walls @ 1 Story section ONLY. Wind Roof:. Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 P(25)= 0.72 0.3 0. 0.7 0. 14.5 1 = 0 P(20)= 0.67 0.3 0 0.7 0 14.5 1 0 P(15)= 0.62 0.3 100 0.7 0 14.5 1 = 269.7 Wall: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 .1 0 0.5 0 14.5 1 . _ 0 P(25)= 0.72 0.8 10 0.5 0 14.5 1 = 83.52 P(20)= 0.67 0.8 86 .0.5 0 14.5 1 = 668.4 P(15)= 0.62 0.8 ` 502 0.5 0 14.5 1 = 3610 P (Total) = 4632. Roof Weight: Pitch = Rise:Run 6 :.12 Page 23 Pitch Factor = 1.12 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.12 x 1526 x 16 = 27298 Wall Weight: (Area)x(Wt.(psf)) = Wt.(Ib) 584 x 17 = 9928 Soffit & Gable Stucco: (Area)x(Wt.(psf)) = Wt.(Ib) 674. x 10 = 6740 Ca = 0.36/ Total Wt.(Ib) R = 4.5 W = 43966 (stucco panel) Base Shear (lb) V= (2.5 x Ca x I x W)/(1.4 x R) = 6281 1 �1=GT IUN .Si��. 1'V 94 C.L �u.�►�1�.I.R R..� tj�)-rZRA Kor 4. 11 3 82, `i / /I a 31i /-� 53.33+7 5+c f 3(5 5)-� 74,9-54.23.5 ICO -7 co,) ALLS Np LL- biv rt' Sal mi= t o sS : = l -2S /84 p �'aC3t.�. 25-x� 12 CA Gy AS- @-TRus �S. As Gil. -P, P -i 1.2 S- f 2.69' 271D ocL Ptp�" 1 A, /1S G�`%/Zvss /035,s G43(,�s. PA61111zX- =4 Qc ';-�. '77b P • - _ J�Ror�►�� b i LL - ,)a - PS 2` cz), -IoLr, STc,�c�o �-. ►.��. ZS�Z �. Ai -h APA, Pim �nis7- -72,p ppK-f-F, wl ASS-j� (Ifs�cD 4L) A35 sP��G _ y�vGz) _ 32 3 .5x7_ A 3 SS �. 30 3 �0 1, 33 - ��3 lb y ��� • Q. ,SPA c. r,�G � _. = q. SG A. �3 . � �✓�'v�.�vr�vG �d-r� �4 C �3'� ��.Sf�c-7-� mil obi <<iv -� og� :> ��� = ��5� = mss- ' , G,►��c�d ST ,1 p1.1;::, §f4 S-fV/ ti-tP� rv-y 7i/-T-�o 57 —Sri -- L.tl -Nva/ 0 s. 7oz-s r/ I)A 1-,5 PSL u� �Y- S _ /'�2:, �) 8 p� �-rpzu- 2 S �. _lZ- N-A IL- (AJ G- @: Inrr low PA.N.F- ?"dr P/,AT lic Z6--- - 2 ROOXJ�)4- 9(8y�/1)j N�...ti I i s PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form «ith your re -submittal. I1 :this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter.. "By others" is not considered a valid response. Please indicate you; ' response to each it and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH RMSFD ANn (10MTuA OWNERS NAME DATE: URIA k—) ASSESSORS PARCEL NUMBER PERMIT NUMBER Off-% ^ OHO -- 00 03 —% �3 RESPONSE FOR PLAN CHECK LETTER DATED: V-3 �% y PLAN CHECK'ITEM # / i RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Nis it A-1 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: Nis it A-1 PLI)XISA_L.. DK lry tj - COMMENTS: k. 10 f It Der — .. u. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON * /CA 0' 6QJ24 3 COMMENTS: 9r i �� � �• O,c C OPCS ` PLAN CHECK ITEM #. SrAtx.7v�L RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: j P`vS� En us s S l OCM DK lry tj - PLAN CHECK rTEM # - '_� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Fi-1E Cp .' vRA rAL RESPONSE FOR PLAN CHECK�FoO:PUIN CHECK "M 0 G� NSE BY: LOCATION ON PLANS/CA // / I LCS: COMMENTS: ,e t�� /J���`"/On/ :7-A /L ✓uGG.0140 L7r GtJ �c�Ss PLAN CHECK ITEM RESPONSE BY: LOCA�10111, ON PSN C—LCS:: ��-�e . JAM .1�,��..L� / P � _ • ,.�� COMMENTS: fZ�NG' {Jo j .S ca-, ju , M )S ,L, s�'�Aiivx-77 �b e,i�`rRc.%io1V� PLAN CHECK REM N RESPC`4SE/ BY: (� LOCATION 014 PLANS;CALCS: .si R /•-�iZ�R,vL : V /M / C J� ;i� C. L � .si -� _ Cb",*f, NTS: 1-145TZ 5 PLAN CHECK ITEM 9 /2 RESPONSE BY: LOCATION ON PLANS/CALCS: JIM IS- L J' COMMENTS: PLAN C ECK ITE COMMENTS: �ooF RESPONSE BY: 1 P� . PLAN CHECK ITEM N / RESPONSE BY: Sr�Y JIN P L L �. CCMMENTS: ler P! 4 CHECK rrEM m //1� RESPONSE BY: CC.L4MENTt• `7-Zllll, LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: -1"gSe nJ W PIA 171��0 LOCATION ON PLANS/CALCS: RESPONSE FOR PLAN CHECK LETTER DATED: 3© Ptah CHECK REM M RESPONSE BY: LOCATION ON PLANS/CA lC s`i CI<— . j CA LG S CO►1MENTS: PLAN CHECK (TEM +rERESPONSE BY: LOCATION Gtj PLANS/CALCS: COMMENTS. -ALL / 0S. kCru AS 4 3�. �O'`rkS PLAN CHECK fTEM 0 RESPONSE BY: CC:'.YENTS: /4j PLAN CHECK REM # RESPONSE BY: COMMENTS: PLAN CHECK REM 9 �rRC� go COMMENTS:.-'7�C:,/�� PLAN CHECK REM 0 2 fMMENTS: LOCATION Ott PLANS;CALCS: -2 LOCATION ON PLANS/CALCS: RESPONSE. BY: LOCATION ON PLANS/CALCS: .S(,;C- S% WS >cr5 i"s L "C �%� �) -1�, �ur��'CC)F /0 A W +iso RESPONSE BY: LOCATION ON PLANS/CALCS: J P!AY CHECK REM X RESPONSE BY. !k'ENTS: sE_a:� .DicrA I( -S 2 6 S- • LOCATION ON PLANS.;CALCS: A. : 0 ;'L.;N CHECK IT EM ON f'LAhS:CtiLCS -- 57RUG—rt cR� L tl t A ��� L L- i s.Dr� G L /.s S'loj� ✓m ?LAAJ CHECK I's r RESPONSE P,Y: LOCATION ON PLANSiCA'_CS �— S'779�0,_--7-u_� J/ lt4 PC ZOMME'4TS: (-;tP. ASS� 4 /ZRTQu$� c'�_�p� F M(✓ � — 7b -,151c's f�G 1T PLAN CHECK ITEM # ESPONSE BY: LOCATION ON PLANS/CALLS: JIM PLAN CHECK ITEM K RESPONSE BY: LOCATION ON PLANS'CALCS- Al COMMIENTS. S bfzjrl/L�� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS!CALCS: (PLAN CHECK ITEM #. �RES;:;O, SE EY: 1LOCATION ON PLANS,'CALCS :OR1M_N T S. PLA,ti CHECK ITEM # RESPONSE EY: LOCATION ON PLANS!CALCS: CUltii!.{� NTS. Feb .1 1 04 02:41p February 11, 2004 Henry & .Irma Jordan 611 1Vlisty Meadow St. Stockton, Ca -95210 Department of DevelopmentServices Building Dlvisiorl County Center Drive Oroville, CA 95965 (;530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 027-010-007 Building Permit Nurnber: 03-2713 Thank you for submitting the plans for your building project. The plans have been reviexved, and the plan examiner's comments arc listed below. Please respond in writing to each item by completing arid returning the enclosed. PLAN REVIEW RES1,0NSE FOR -Mi. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTTJRAL COMMENTS: 1, The enclosed school fee form is to be completed by the Oroville Elementary School District and the completed form returned to this office. 2. Please specify type of fireplace. 3. Indicate Noah direction on the plot plan. STR[)CTU�I ,r L C'OMMENT'S: I . Please address notes on the following `r-usses: Truss B I -Note 't and 11. 'rrus's C2 -Note 7 Truss D 1 -Note 7 Truss D2 -Note 5 2. Please provide truss detail and calculations for truss B2 3. Truss layout indicates a -quantity of (4) E2. Truss detail indicates a quantity of (5). � correlate. 9 Y () Please 4. Truss details show mechanical conr:ections at both bearing points for trusses 1D2B and D3. Please specify connection or revise. 5. Note 5 on truss detail E2B refers to girder for truss to Muss connections. Please explain. If no connection, please revise. 6. The E213 truss detail indicates a length of 35-6-8 from outside to outside bearing. Building plans indicate 34'. Please correlate. 7. Truss detail F1 indicates a mechanical connection required a.t joint 1. Please specify. 8 Please provide Truss detail for G1. 9. Please provide listing and installation instructions for the Trulox hange.s specified on the truss layout sheet. 10. Please specify location acid size of supports for 131 truss bearing 1 i. Please specify size and loc�rtions ofsupports fix buss G2, on th1`Uand ints 2ndtfloor tplans. plan. 1 of 2 Feb 11 04 02:41p 12. Please spedfy size and spacing of framing members at Calif. roof framing plans. roof framing on Is' and 2"�floor 13. ]'fuss layout sheet indicates ladder framing Over the great room. The building plans show conventional roof framing. Please specify size and spacing of franlin� members at this area. If conventionally framed, provide detail of framing at truss Hl. If ladder framed, please Specify hangers used t:o support ladder framing. 14. I am unable to find a listing for the Simpson AP3516 hanger shown on the second floor framing plan. There is a listing for VtrPU3.3/16. Please provide listing for the proposed �NT3516 or revise. 15. The foundation supporting the beam at the kitchens great room appears to be under sized Please revise or provide supporting calculations. 16. The 4"x S" floor beams at the 2id floor open porch appears to be overstressed. Please revise or provide supporting calculations. 17 Isrthe l r4" CSB rim board being used as a clear span floor joist across the 2"`t floor gallery intended to be a Truss Toist Timberstrand 1.3 L.SL? Please clarify. 1 S. Please correlate the 2°.`r floor pian and 2rd floor framing plan regarding size of floor beam at the rear covered porch. 19. Specify stucco thickness on shear wall schedule. 20. Sl Oxv stucco and weep screed on sectional drawing. 21. Specify location and size of all support pests on I" and 2id floor plans. 22. Specify anchor bolt spacing .for shear walls on the foundation plan. 23. Specify bottom plate nailing on shear wall schedule. 24. Please provide shear transfer detail of roof diaphragm corrrection to the interior shear wall at the master walk in closet and kev detail to the plans. 25. Please provide shear transfer detail of the second floor- diaphragm connection to the first floor interior shear walls. Show connection of A35 clips and specify nailing of floor sheathing to blocking or TJI joists. 2-6. Provide A35 spacing on 2"a floor framing plan at bedroom 3 as specified in the structural calculations. 27. Shoe size and location of isolated foundations for porches on the foundation plan. 28. Please correlate correct detail on toundation plan at the interior wall in garage and exterior wall at porches. If you wish to discuss ally of these requirements, please call (530) 538-7541 between the hours .m of 1:00 p.rn. and 4:00 p., Monday through Friday. To discuss non-structural items, ask for Russell. P11110 will answer your structufal questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form When you applied for your permit.) The counter staff will Data Sheet. answer any questions corcernin the r1,1, "I Russell Bloomfield Plans Examiner cc: Jinn Pursel!, P.E. (SFU --w- "44 Philo Hunt, P.E. Plan Check Engineer 2 of 2 p.2 t 'it Y 's AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-0016258 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:42PM 24 -Mar -2004 REC FEE 10.00 COPIES 2.50 Kathy Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, 'including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: S GE 444 C O E -D Date [ PROPERTY OWNERS: AW 0�.:FA �-% / State of California ) County of 15o.n Scxsgvi'� ) On X4GCr'Ch 2Z, 200Y before me, personally ap eared weir, �4 personally known to me or roved to me on the basis of satisfacto evt enc a the personowhose nameois subscribed to the within instrument and ac nowledged to me that hes a executed the same in his/her e9 authorized capacityles , and that by his/her/ ei signaturef on the instrument, the persog0or the entity upon behalf of which the perso acted, executed the instrument. WITNESS y hand and official seal. Signature Seal: JOHN R. San Joaquin County BERK ''tenn914Y Comm. 113719 16 ►,�AA Y!NOTARY PUBLIC -CALIFORNIA V/ A.P. # „�%— Q -..00 7 ' Comm. Ewes Aug. 26, 2006 Order No. BU -208578.3 MAM land referred to herein is s: tuated in the State of California, County of Butte, and is desi gibed as L T 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "LOCATELLI SUBDIVISION% WHICH IV AP. WAS. RECORDED IN T 3E OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MARCH 26, 1993, IN BOOK 130 OF MAPS, AT PAGE(S).; THRU 6. TIFICATE OF CORREC PION RECORDED APRIL 1, 1993, UNDER BUTTE C AUNTY ORDER'S SERIAL NO. 93-12867. VING THEREFROM ,& 4 EASEMENT FOR INGRESS, EGRESS, SUPPORT AND STORM OVER, ACROSS AND UNDER BETHRIDGE ROAD, BRAD COURT, BRYDEN WAY, AND fEY COURT, AS SHO'" N ON SAID MAP. US DEED IS MADE AM) ACCEPTED UPON THE COVENANTS, CONDITION 3 AND STRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS CORDED MARCH 29, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 9:;-11955, NDMENT THEREOF REC ORDED MARCH 4, 2002, UNDER BUTTE COUNTY REC0:2DER'S S1 RIAL NO. 2002-10471; AL._ OF WHICH ARE INCORPORATED HEREIN BY REFERENCE ERETO WITH THE SAME .FORCE AND EFFECT AS THOUGH FULLY SET FORTH 1 IEREIN A r LENGTH AND GRANTEE:; BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, 1 tATIFY AGREE TO THE TERMS OF SAID DECLARATION. 027-010-007-000 BALLOON FRAMED WALL AROUND OPEN AREAR TO TO 3050 SH 2668 6FIR DR FR 266DR / \ TEMP TEMP / \ I \ FIREPLACE INSTALL \ PER SPECS ° \ J / �o 3068 \ FR DR 4040 XO TEMP 4X6 TEMP BS 46 MASTER BEDROOM 3068 ----_.--------------- FR � Butte I s FIREPLACE INSTALL TEMP R_ Utte C PER SPECS CONCRETE PORCH nvtr °" on m � my � Health ASTER BATH ' 3050 XO 4036 XO 3050 XO 1 8 GREAT ROOM ��2� 10 -11 2868 , 3068 I+ � LTL E _ O OFR OR 2668 PKTCN co DW TEMP N 2468 W. I. C. '- --- J I KITCHEN h° x�� 2468 246 9LI AMP MAIN CE PANEL re) / �i L_ — ._ — LOCATION io 3'-0 ,' 2'-6 3'.4 I Z� 1,. 1 I� 0 1 Imo' 18" PLATFORM _ STRAP WATER HEATER ^r REF Q O PER DETAIL PAGE 4 / Cf.�O - ,N 2468 WH , ' 2668 BATH 2 vro 3 -- CAR GARAGE j '-4" zy PROVIDE R -ONE CHANNEL 10-- AT ~ O.C. AT LMNG AREAS OVER / o I GARAGE 2'-11,. ._ „ 3068 1 10A _ DEN o _i FLAT L X01 \R ' � I II` BALLOON FRAMED WALL AROUND OPEN AREAR TO TOP UTILITY ROOM SOLID SERF DINING ROOM ENTRYCLOSI I o 3068ER (I w A II< N FORMAL LIVING o I 3068 3068 12'-0" S.C. S.C. 3068 FR DR 4050 SH 4050 SH TEMP 5/8" TYPE Xiv VAULT LINE � GYP BD FIRE WALLS _ -" '— - o m M FROM FLOOR TO BOTTOM r w o CO X' v OF ROOF SHEATING I3068N ° N TEMP z _ C: ' 6X6 4 < Q p PBS 66S w j _ a m _ —._—_— ._—._._----------- — — — ` HB. 4040 SH / 4050 SH i _-T 0 �%K - Y 4X6 4X6 , PC 66 PC 66 F /�O ---- — -- _. ----- -- --------------- .y 5-1/8"x1 " GLU LAM 24F V-4 I COVERED PORCH I i 3050 SH 3050 SH — Cs`v 2868 OPEN TO BELOW FR DR TEMP Z o r� BEDROOM 2 UJ LIBRARY/OFFICE / COPYo m E., ``:". Q m� 2668 / 2468 / /- BEDROOM 3 W / 4068 BY C14M 2668 M V) I XWI r 2868 2668 FR DR 'TEMP 2468 COVERED oD F oORCH�, OR OVER GARAGE GALLERY r SHELVES 2868 BANISTER L \\\ j 2668 BEDROOM OPEN TO BELOW off' Xo 2068 2 j 20 5068 SL GIL DOOR TEMP OPEN ORCH MEDIA ROOM - — - — I � X6 I w. 50 SH 4050 SH 40 F 1 F r tally , SEP alth �O t��Ce 5�3 Ca e a �J F 1 F r tally , SEP alth �O t��Ce 5�3 Ca e a F-