Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-410-017
it. :. ;,: ;I. ..T,_^rt-, — '`A„•'• .:.F.?:'fa'.i.3�1'l`.'v+7'.{t �'S:�'.•"�'•}!'.'. rrty�l:i,'�, ti}t`s4j.fl1..ii4: 1- t.: ••Ti., _.-li, Tom."vt^a•' _ i :ac•'?s 7^ ' s . �� tA'r• ' ,,s_ 1'7':'.!; �:t:'_� _ - .i: ,..,v ... ', "z.�r` ��F:-`f< :'Hs_.k "rr."', y ' Y. ,.4 :. ,;a,. :t.: .: 7''.,k,;m i, Inkx ,,ij... ,, '•5 ',. .wY;;F r.a_ .'a: r,-,—..S,r ...e; -•,-.^r- ,-.-,s,_, :''C. ..M,.. t, i.i.i ."'a:1-1. ..:,, i!:)'%. T:T: t1. }' w E,ar.•t{: til. .< L'i..•hv-... ;_.._,,,�.:-::. ,it :..:�.:..., t,,: ;:'=^if..,f=F;J:7•i '�j(I,t ,>,..;. .,,r..:i ;', ,� _ 2 i..,>.,, _t �t r::.' '` 'i'v f ^i A�'f'"': ., u, :q::�. ;., t. Y `Sr i C K- F, �.;tip. `1. k ^Ri. ,ice. i' \ i...r' r ' A. _ 1.1, ,:3t 4.. 4'.I% '•it' , ,e"r, > T�< .t, -t. ..,.. r-. ., 1. .... .. .it. .. ..... "-F ... r- .:Y. r:'7. _ ,r4}..•t ,Yej. r.4.e�tn:., ..' J ., 1 .::,5 .. .. , ., ...:r_... ,.::., 1. .{;. rt F` ,;�i :,, '+(:'a:,. F r S ,, w'I . ... ,... S .. _...5 .. .. ,�. ,. �: ,...... ... y..Sv., / r.v.. .r., f....,-,. :n..':r 21:',:i >il�a • '- 2- i. r.t - ,f.. .t. .t �,'.'. .1;�,'-x,... .t.: }. ,a-::iE'iY�...J trl, R.Aia .U: 't:�''i . 9. :y+ �t '� ... ._ ... ... .. .•: ... -.-.. .: �....: ....� ..: .: 1,432 KELLY .':a :! !:inti"?.".f ...a .. u. .... 7., ..f .. ., • , OROVILLE $,., ,i::' f., ` 1. 'i'a:'. 't. • tt ...{! ::,,-'s' Vit,': «i k, :'+ -il , a i c.: •.Y .n'--': >.�: may, ;-Ls ' -, - , . 4r t , a s I r "t' t': i$ t i 3 r, 1: - :t 4. j, . . -... , ...,r , . ,:: < .:P, - .7. -2� ,te. a {frl L' .':e: ;t;. •r. < �, is t'• -')' 1 i#=r i j. t:.t. ri ..... � o: �'..a'� * t t < is : ! . ,r. ,A...,. .. r ,.,, ....tr 'it,. .s".li;. , s ....... . ... .. .,. .. .. . , .. e, ,.,. , . - k a.) i L .7i. - a Y. .. _. ..i. .. .. .. .. - ..... t..i:iai:!� a _ . - a . , .., ... .. ..t .-, .. .. r ... , .. _,.. -.s. - - t :',. a r % I t � .tr• •t• r � " 2 �':l.1 M.r �7' ,. - . , .. _ .,::I 4 :-iii ,�r':;, ._.. t. _ ti _ 7 _.. , _ . �. .... t:% 4 t , l .r,= 7 , ...i #. !.ii .�..... . , ...-.. , _ .. ..... ... .. .. ... I .... ,. ... .... ... .. - 'lt iia}: 5. 5 . .. r ..... .. .. .. .. -t-t' 1. i. I _ .. .. .. .: .... i'il...::.:' .:.:. ...\. r .. ... .,. .. ... .... a .. 1 .. .. ,. .. .. .. 1 .. ... •':l :r'.n .It'..�. :.'::':fit 5 It`' „ iii. f , .. .. .. ... .. .. -. .... .�.. ... ,.:.: �.•� ,:.,iii:.: �. . ,Fl1"tt. , .. ,..r ... .. . .. ... _ - tr . t .r >,... - .. ......... ., ..... ,�, .. ... .. :., ..:_ t:.i.. miry' , T' .. _. ._ . .... .f.. . .:...F i {. i.�u . tS f -4 �=(. t Ni;'I Y t _$ r,.. , l.. . .._ f, ... .. ...- . :,., ..,. ... ,. ,.,.::". ,_`' ;DRi?: i'- . t, Y ..T t_ - . 7.. - C. r�r::%:v j4't:' ,L• 1.I. �r `l , ,. ., _ , .,.. ., •. ......lam a,..:.?.:, a .. ?f:• v�l:.�� to ,1 ,. .. , . - ., ..., . .. 1 r - .. ..... .... .. . , .. ...r... .....:, , x. .t; . r.... ,. .... , .. ._ . ... ... - .. a .. , .. ... .. .. . :.c.. ,.: .., ... C .. ...... .,. , "I., . , .... .. .f. ", ,-, r_ ....... r. . . .. ty�:i ., .. _..r. .. .. ... ..r ., .. ... _ .. .. .. .. r. ... .. .. r , t .1 .:t... ;vi,r .- ... .... . . _ . I . , .. .... _ 't .r r �. .,r.., ... .«. .... ... .,. t .. ....... . ,... ,. .. .sJ. rr; +ti F f n... r.. .. .. .. ... .. .. .. . _......., t . t -. i %d ,.._. ii: .. .. w. t .. .. , ... .. .x.. ._ :. .. i }•-tom{ } *I� tt' :.7' f •.1: ) >:.:.. ...;.. ..: ,. t:': .: !.:. •'. _ It .1 11 rrs �.... `a.. '.iii I.l: „ v. ,.r,. ..r.• . , ..: , r , 1 i .l !r., .. ..., :. :y:: . .. .. t .. , :, ...: ..... t;;N:. i.i; ...a .. .r.. r.. ..�', :•ir:•; .. .. .. .r ._. ..... l 1,,, r+i. a. .. ... .. .. ... r S ..-... ., .- .. - ..t:.. ;'. S. . .. ...I. )t t,. , .. ..> .. .. , _ .rr .,• .. .. _. :i _ .: r. - ,b. i 'fit. r. .,. r... ,a .v .. ... .. liy-:t:..- .. ., ....,. ,. .. v r .ri ... _ , 1 .. Y; �: `l ir ... .. _ .. - .. . t.. ., .- .. .... .. ... 'f+ ;ii't; _ .. ,. . -.. ,.. ... .t. 1t I.I. f ::i.;li�l .ft .. .. .. .. r .. .. , .. ..r. -,.. + w :.- _ _ ... .. ,1.: .J.,-.. ..i, .. ..., r: .. - . ..-,. .: , .. ,, r r..:... ,. ..r .. ; :,..r . ... , .. .. ( ...... . _ i I .. _ ., . ..-..... .. .. ... - .. r - _ati. t, ... .-. _. v . ..,r e t:! .. ,r. . : .. ... ... r _ , ... .. 't -- - ... .< ...I:i f. - • i 1 . , ._ a ..,., .. _ x.... ..-,... .. .. .. .,a,.. ...:':`t1: r-`y''S ,.,. .. x. !. . ... r: .. . r. ..., , ji \ rF�a .. .: - _ ._. ._. ....... _ .. A.. .. .., _. _ .... ; Si, , s�lT �: it :i' .. , K.I. ..:,;i ..-.....,. ... .i.. .. , . _ t .r.... .... , .. .. .- .. :.': , , .. .. _ _ ,- , .. . .. .. . . , . ,. .ti. . t•• 4 .•.. is :-.. 1� . . ., _ . : ..e. .r ..r,, :t .. ...... :'.. .. 'i��i. ;r . ,., r.. e., ... .:. . .. ....: r1., t .. :i) a•. �rt .:t�.i :_ :.i p3;., r A , ..... .;.., Vii, .. .. .._. ........ ._ .... ...... „ :..:. .. .. .. ... ... .. ... .. .....< .. .. .. .. .. _ . .. .... .: .....,. .: ..� ,. .. .. - ... .... .. .:..... �. ;iii!: :i?'.:.', til % .e-, ..., , ,... ,. ..,- . ... iY. r .. .. - , i•, • (.' rpt 1`.: js'. �r 5 :, , , ;;. . .'' ',1 -6isi ,..w.. _ y.t .. .. - til a ...:. I :S.':.. .. ..• S. :. ..: i;i;:.y:, 5.,: ,:`t 1.. .' . :.....•,...t:. -.is"; . - :.. . ... .. ..- .. .. 1., f�.. _ '. is `. r: �' �;I t.. , ,. i:i ,:fir: t I "iit::. i:i. i ] :t.r ;3. t. I.; : . „ . :i: ... i�: .: ... ... s •' . ...:.:..... .. - . iI' .'i ' ... . I NOTES . ,. I .PERMIT NO 0 a c s#i J RESIDENTIAL 030410-017 03-1556 GHITEA.,,DANI 1,432 KELLY ST, OROVILLE UPGRADE"ELEC. & ADDITION i Meter By Date ELECTRIC Meter By Dat �r JOB FINALED (Date) ' _ s Signature rf i■ 4 3 G SPECIAL CONDITIONS CHECKED, BY ;. SRA +' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. '-' SPECIAL INSPECTION ITEMS i VERIFY - - USE PERMIT. CONDITIONS -- SUB -STANDARD HOUSING LETTER OFFICE COPY << Address GAS i Meter By Date ELECTRIC Meter By Dat �r JOB FINALED (Date) ' _ s Signature rf i■ 4 Meter By Date ELECTRIC Meter By Dat �r JOB FINALED (Date) ' _ s Signature rf i■ 4 JOK 0 =' Not OK ' . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Soils; Special MH Support Sketch. - 3. Sewer; Location -Test -Fall -C/0 -Concrete A., Wood Awn:; Posts-Beams-Rftrs-Connectors - +. Shthg-Frg-Bracing 4. Water; Location -Test -Easement Needed'(Sketch) Alum.%Awn.;.Columns-Connections-Splice-Decal-Enclosures 5. Electricity; Location-Clearances-Grnd'/'.' /Amp -Concrete Windows -Doors ..' - 6. Gas; Location -Test: Wrap; / / L 'ft.,-' ., / /'-Nat. or /... P' L "ft:% -. /-LPG`�;�: Electric 7. Well Clearance :& Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh •10. Roof; Shthg-Roofing' 11. 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 POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements L 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector- onnector6. Pool Structure; Steel -Connections -Thickness- o Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI' 7. Water and -Sewer Connected -C/O to Grade -HD Approval ' Elec.; Pool Lighting; 15 Volts-GFI 8. -Gas arid.Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert., 7. 10. , Exits; Insp.-Sketch : - 11. Cert.'of Occupancy= 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements- Card B-1. Date Card B-1 2. Footings;Size-Spacing-Marriage Line Card B-1 Date -Card B-1 3.. Blocking r 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. Vdrify #'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 A., 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 L 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness- o 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 r J=OK 0 = NotOK Applicable = Not Applicable RESIDENTIAL (Single & Duplex) « = Not Ready Date UND6AFL00R (Plans) OK except #'s V"' .,-Main; Soils-Elec. Grnd.-/ k, /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Date FRAMI C ntinued) a0 rs-Post Caps -Anchors -Connectors 411 --Cling. Joist-Rftr. Ties -Pullin -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplago Ties or Type A Flue -Fireplace Throat Clearance V S ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 54!Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Progefty Line Firewall & Openings 54. Exf. Doors -One 3' -Check Garaae 3rd Storv, 2 Exits 58 Stairs: Width -Headroom -Rise-Run-Landina-Fire Protection 56, -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucc esh-Drib Screed -Fd. Vents-Underflr. Access § Area -Glass Protect Walls; Nailing -Bolts Interior/Exterior Wall 63. Infiltration -Walls -Windows Date Card B-1- Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (Plans) OK except #'s - xt. Steps -Door & Sidelight Protection -Landings Smoke Detector -66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 7 edroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Q5e"EIec. Trim & Subpanel, Breaker Sizes.& Labels JGAtairs & Rails �t Fireplace or Stove, Clearance -Hearth E!96. Outlets at Wood Panel, Int. & Ext. 7 t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Ue'Elec. Outlets & Receptacles at Kit. Counter ,7§ Garage Fire Door; Swing -Landing -Closure 516r. A.C. Duct in Garage -Damper 7-7. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location 4�9-. 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 ❑ Yes , 83. Following InstldJDrive U Yes ❑ No/Walks ❑ Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 87. 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 92. 16. Insulation V) ier & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBIN P unit OK except #'s DateL Date 17. W r tr.; Vent -Access -Combustion Air Baffle 14 -'Wer Pipe; Test & Anchor -Nail Protection 1 .W.V.; Test Fittings & Anchor -Nail Protection 20. Shower n; Test, First Floor -Tub Access 21. T ub & Shower, Second Floor -Tub Access 2 as 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 #'s 2 ix a &Transformer Clearance -Ins. Protection 2 ptacles Spacing -Lights &Switches at Doors i oxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. /Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 9. 2 liance Circuits in Kitchen & Conductor Size GFI bfeed Wire Siz / _ r AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ & /g r AI -Oven Circ. / /ga Cu or Al Insul0d Neutral ❑ s ❑ No 32, -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34r,0oth s -Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA AL (Permit) OK except #'s C. Ducts Insulation & Support en an, Exhaust above insulation o nsate Drain & Overflow, Size & Grade 3 6mace-Vent Access -Comb. Ait-Retum Air Vent 115 Outlet 4 Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM1_NQjPerrniQ OK except #'s 4q-`!ills5roper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound Be0Fi6 Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 4S�,eaders & Beams -Size & Bearing Date FRAMI C ntinued) a0 rs-Post Caps -Anchors -Connectors 411 --Cling. Joist-Rftr. Ties -Pullin -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplago Ties or Type A Flue -Fireplace Throat Clearance V S ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 54!Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Progefty Line Firewall & Openings 54. Exf. Doors -One 3' -Check Garaae 3rd Storv, 2 Exits 58 Stairs: Width -Headroom -Rise-Run-Landina-Fire Protection 56, -Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucc esh-Drib Screed -Fd. Vents-Underflr. Access § Area -Glass Protect Walls; Nailing -Bolts Interior/Exterior Wall 63. Infiltration -Walls -Windows Date Card B-1- Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (Plans) OK except #'s - xt. Steps -Door & Sidelight Protection -Landings Smoke Detector -66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 7 edroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Q5e"EIec. Trim & Subpanel, Breaker Sizes.& Labels JGAtairs & Rails �t Fireplace or Stove, Clearance -Hearth E!96. Outlets at Wood Panel, Int. & Ext. 7 t. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Ue'Elec. Outlets & Receptacles at Kit. Counter ,7§ Garage Fire Door; Swing -Landing -Closure 516r. A.C. Duct in Garage -Damper 7-7. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location 4�9-. 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 ❑ Yes , 83. Following InstldJDrive U Yes ❑ No/Walks ❑ Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. / G. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing E}derior Elec. Trim, G.F.I. Receptacle -Underground V tilation Throughout House Glass Protection Corrections from Previous Inspections 92. bras Test -Meters Tagged, Gas -Electric V) ier & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprin ler DateL Date and B-1 ' Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: YT1NSMISSIO�T io VERTECH ENGINEERIN4 383 R;o Erode AJo: Stc. 200 CHICO, CA 95928 ' 530) 88x8716 :. FAX: (530) 849-1102 To: Dani Gfiitea pale: April 16, 2004 _ Faz: (53Q):533-9392: Pages: 1, including this page From: Andy Johnson . Subject: Ghitea Addition. Questions Dani- In response to your questions; 1) The #4 bars at 1811 O.C. on page 25 of the talcs are for a concrete stem wa11...this does not apply P 9 to a slab-on-grade. The slab. on grade footing should be reinforced per the "Typical Slab Foundation Detail." 2) The SOG foundations shall be per the, contractor ast noted in 4F `on page 1 .Of the talcs. T Ns SOG is non-structural. X Andy ' Td Wdl?02T h00Z 9T `4d.' I ?OTT 668 02S": 'ON hdd" "'ONIdMNION3 H03id3O COUNTY OF BUTTE DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION "� • ; 7 County Center Drive • Oroville, California 95965 Telephone (530) 538-7541, ' Pym60.(Rev.12/96) APPLICATIONANDPERMIT��' ASSESSOR PARCE1!NUMBER 1 030-410-017 t ZONING BUILDING PERMIT OWNER GHIM9 UWI & EMILY • TELEPHONE 533-9392 SQ, Fr, OCC. BUILDING VALUATION 1 R 81,162.00 .OWNERS MAILING ADDRESS 1432 KELLY Sr. OROVILLE 95965 : 195 :. C 2,535.00 CONTRACTOR'S NAME - OAR CELL TELEPHONE 518-3822 REMODEL EST 67 500.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER "Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 151.197,00 ARCHITECT OR ENGINEER • LICENSE NO. ,- Filing Fee $ 20.00 Permit Fee $ 821,50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 533.98 BUILDINGADDRESS 1432 KELLY ST, \:OROVILLE 95965 Energy Plan Checking Fee $ 23.Q0 $ PERMIT FEE $ 1.398.48 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 - USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 51 7.00 35.00 Solar or heat pump water heater 23.00 Water piping 15.00 5.00 Each as water heater or vent 1 5.00 15 00 TYPE OF WORK New -,O' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADflIn0N/ E1 SERV. Ui A0� Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 100,00 ELECTRICAL PERMIT Fling Fee 20.00 t>DOV OR LESS Main Service 2o. oR LEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section,7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La for the following reason-' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main,Seryice 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. eLnS. SO 3•.50, 52.60 NEW CONST.9 MULTI-Olm.Er NO..,. 97,50 POWER APPARATUS 8 SINGLE 0 r. CIR. Ex. Occup.OUTLET OR FIXTURES O 1.00 BAL @ .50 kL Ex. Occup. D,7D�A ,DERA� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 11$.60 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier 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 forthwith comply with those provisions. ,.- XX \pate' Signature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is requir for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 1 120.00 20.00 Cooling 1 25.00 25,00 Hood 1 6.50 Ventilation PERMIT FEI= $ 71 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 c cO T. PE TOTAL FEE $1734.5$ HAZ. D FEESo IMP V FLOOD �(, CDF PARCEL PD HD' I/ I ISSIIE Ole This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By Y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ,t " Date pate) Receipt No. . a 7EiQ� I -T WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541®3_ )F�b (Rev. 12/96) APPLICATION AND PERMIT :.J�'Jlf/ ASSESSOR PARr)EL NUMBERi ii 030-410-017 ZONING AR BUILDINGPERMIT OWNER GHITEA DANI & EMILY TELEPHONE 533-9392 SO, FT, OCC. BUILDING VALUATION 1503 R 81 162.00 . OWNERS MAILING ADDRESS 1432 KELLY ST OROVILLE 95965195 C 2,535.00 CONTRACTORNAME OWNER CELL _'S 518-3HONE REMODELEST 67 500.00 CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER -Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 151 7.00 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 821.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1432 KELLY ST OROVILLE 95965 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1-108-48 LAT NO. SUB DIVISION'S NAME PARCEL MAP PLUMBING PERMIT [Each Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Trap 7.00 35.00 -51 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.001 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION/ELECT SERV, UPGRADE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ 100.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service p. oa LEN 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury. that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 permitis 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 forthwith comply with those provisions. e 5-2n Q3 Q745alure L Applicant - Owner ❑ Contractor Agent An OSHA permit is requir for excavations over 50" deep and demolition or construction of structures over 3 stories in he' ht. Main Service 200A TO 1000A 46.00 NEW CONST. DWE&W OOCUP. OR ADONIS.a ACC. BIDS. sG 3.5QFT. 52.60 ►aN-= MULTI OUTLET @7,50 a PSPIGLE owER APPARATUS OUTLET CIR.Ex. Occu . OUTI FT OR FwruFtEs SAL 20 ® '.s0o Ex. Occu . OMD s4 R� .) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 118.60 MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ 4(;.00 JTC cG T PE TOfAL FEE $ 1714- 9,R HAZ D IMP FLOOD CDF PARC PD This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By, PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date CO / Q li to Receipt No. _57770-7 77 5?01 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 6 Proposed Building Use: G'�o2�!'% �` Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Z:'1. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 1:2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. J-5. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �Engineered truss details and layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate, (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 9. Plot plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner. ❑ 12. Hazardous Material Form. ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following litems.) �''T/ �j �07 • l �. 0,14. Fees as shown on the attached Schedule of Fees Due Sheet. �' ��%00 L 15. Statement of Intent for Non -heated and A/C Buildings. ❑ 0- 16. Sanitation and plot plan approval from the Environmental Health Department in Al _T ` ❑�,�, 17. City of Chico Plumbing permit. /� 18. California Department of Forestry plan approval ❑ paid. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. ❑ 21. ❑ 22. ❑ 23. ❑ 24. 25. ❑ 26. ❑ 27. ❑ 28. ❑ 29. ❑ 30. Contact Land Development about ❑ Improvements, ❑ Drainage. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for required. Contractor's license information. (Number, Name Style, Classification). Worker's Compensation Carrier Policy Number. Owner -Builder Verification ( ®'Given to owner, ❑ Mailed to owner). Letter of Signature authorization. Recorded copy of Agricultural Acknowledgment Statement. Manufactured home utility clearance. Existing violations and/or expired permits. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone. and hold for pickup. I have been informed of bove items and requirements for obtaining a building permit. Applicant: Date: —2.9 _10 EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire 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. REQUEST FOR 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 check fees for work plan checked and other department costs are not refundable. Original -Applicant COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER Cc A.P. # 03 t�10 -6% % PROPOS BUILDING USE AN) S P- DATE RECEIPT # DATE C. ZDINGPERMIT FEES tLce • • . • • .. , . $ Due Additional Fees Due ................. $ Additional Fees Due ................. $ R wised Plan Checking Fee ......... .$ / HOOL DISTRICT FEES qiz fl7a3 (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. . Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) & /T SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE_J��� Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �,.. & .D,.,;*Kounty Center nve, Oroville, CA 95965�Phone (530)538-7541' Fax (530)538-2140 PERMIT APPLICATION DATA SHEET �2150-4rD—dOWNER: / Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ L. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. ❑ 2. Complete plans, 3 or'4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed`and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. T ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Re ing.items needed to issue the permit. (May require additional plan review upon receipt of the following items 4..- es as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ............................................ y;aSanitation and plot plan approval from the Environmental Health Department in �J Tr'iry�ofChico Plumbing permit........................................................................ ' ❑ 18: `California Department of Forestry plan approval ❑ paid. Sent. by: ................. ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Imp'rovements, ❑ Drainage ............................... ❑ 21.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ....................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance ............................. ............................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised'cfthe above data Contractor, designer, owner, was advised of the above data Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: _C; Letter ❑ phone, _ ❑ mail; = ❑ counter, by Date: _ ❑ phone, El mail, E counter; by Date: Plans. approved by: / Ci Date: ? ~ Structural 'approved by: Date: c 0 OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DMS COUNTY / IdIkk 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-754 PERWT c 6� APPLICATION AND PERMITS -� ORRWCMZFJ zo►ara BUILDING PERMIT f. J2 G�,v1,c i E 3 M FT. OCC. BUILDING. VALUATION -�wweas ►wi� G'� �`1 ' C xr'rw+E ( TELEPMD►Q ISO T LOAM ADDRESS _ - 'S700 . 0 eorcTwLCTIONLmm LENDERS MARJm ADDRESS - Fireplace .. - Total Valuation S AACMrffict;OA ENS • UCElSE ND. Firm Fee S 20.00_<. AR=Hff= OftENOMEUM wwrxi ADDAess - - - Permft Fee Q S . Plan Checking Fee C5S" Energy Plan Checking Fee = " PERMIT FEE t LaTND e�R's'"+'a PAneea wv 2000 PLUMBING PERMIT Filing Fee . Eaeh Trap---,7�DD - USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑. Duplex ❑ Nlobilehome ❑ Other Water piping 15.00 ePECVY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping rfstam 1 - 5 outlets 15.00 New ❑ Addrwn ❑ Remodel ❑ Utilities ❑ hdakson ❑ Other ❑ Building sewer 15.00 Moblle Home. S G W 020.00 ��eseribe Work T � . PERMIT.FEE t °U ELECTRICAL PERMIT Firng Fee 20.00 Main Service o� OOa 23.00 00 7 Main Service Z m% To VWDA 46.00 NEW cowl: CN d Y'r e , . OR ADM= °Ms Armee moos 3.5aFr. � � • MuLrFourLEr @7.50 `) O V .. . PONiER APMJWUB l Z Yec/i e�c� a Olxu . owner oR FKTU e ML m • °° Ex. OCCu ovMAPPLM.OR 5.0D / T emporary Service 23.00 • • /) /^ l/L�i, Mobile Home Facilities 20.00 . k%r- Wring 23.00 SIR jk PERMIT FEE _ rMECHANICAL PERMIT Fling Fee 20.D0 S� 9 T Heath O 44% Coors Hood I I . 6.5 0 I ' Ventilation PERMIT FEt S l hbbi �y q cG.H. VSE ONLY Pict Plea Anachadd Ftocs Ron Attach" to 91,.? TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loc tin AP# Plan Approved for: Sewage Disposal Wa Supply Public /k P11riv to Well Clearance for dwelling. Other s (1-0—�Y1 V -e 2STcv — �i101Ll Hold finalfor• Final clearance O.K. for: (`Aaz,(z),LML / s Environmental Health Snecialist �A 8/96 �//o Date THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE 0 v J ? OROVILLE, CALIFORNIA 95965,, - 2,203 TELEPHONE:. (916) 533-0740 FAX: (916) 533-9243 .SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: 1432, tZELLLY STRLET - OwneesName: DANIEL & -EMILY GHI'TEA Date: 'JUNE 20, 2003 Address: 1432 KELLEY-STRfET Acct.No.: 212650 OROVILLE,' -CA 95965, A.P. No.: 30-410-017 Phone. 5 i -1- y i ci 7 New Unit: 1 Applicant/Agent: SA -ME, Adding Units. Address: Fees: Phone: Permit: $ T.LD.: ` 50.0 00 PreliminaryReview By:. Date: Ext. Fees: Remarks. CONNECTIO' F EES WILL Er THOSE AFPLICA�LE AT SC -OR: ivOU J0 ; TIHE -OF CONNECTION TO THE SEWER COLLECTOk SYST'Et4. ;.: Lateral: CLEAN OUT UP TO GRADE REQUIRED AT PROPERTY LINE. Other: --;*SEWER CHECl: 'JALVE 3EQUIREO. Total Fees:.. 0 Amount Paid: o o Collected By_.— eaa Finaled By: Date: �. Location:1 & 4flo Size Line: ' i JUU 2 5 - Signature of Owner/Agent MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File: (R.F.C.) Blue Book: Paid SC -OR: Meter Book: (S/C ' HG's) Rev. 6/96 i ,OWNER -BUILDER VERIFICATION, Attention Property Owner: - An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest, opportunity to avoid unnecessary delay in processing .and :issuing your. building permit. No- building permit" will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed Properly. improvement : YES f NO ❑ I HAVE 9 HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: `AD RESS• ` . CITY: PHOl�,• CONTRACTOR'S LICENSE NO. J. 4. .I plan to pro ide portions of this work, but I have hired the following person: to coordinate, supervise, and pro de the major work: NAME: ADDRESS: ./ CITY: PHONE: NTRACTOR'S LICENSE NO. . -5. T will provide some of the rk but I h e contracted (hired) the following persons to provide the work indicated: NAME' ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: DATE:)o q ___0 NOTE:- This Owner -Builder Verification is required by Section 19831 and 19832 of the -'California Health and Safety Coda This verification must be completed and returned to our offue before we are permitted to issue the permit _OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, ifyou wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA- 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE. 71is Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 4 .t ' BUTTE COUNTY:SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building)ul le School: Distnct /I Building Department No... :.. /► -A;P. Numbdr, T V ,� '� lunsdictan r 4 City $ County., Property Owner Property Location/Address 2 U :. �� l `f CJI �'�U ✓!% l (� Y i Subdivision Lot No. ............................................................ Residential Development _ Sq. Footage - �No of Living Mobile Home y Addition/xi 'Supplemental to } (Group R) 4 4 Unds Installatio��,, Conversion ftPyermit # a� k Y, (No foundation inspection) _ ._ .....__ .................................. Commercial/lndustrial 0 - Sq: Footage, New Addition (Including E)derior Roofed)Areas) ` Budding Department Representative U Date h , (Floor Plans reviewed by,School Distnct Personnep k +a�f Distnct IclentficaUon No , 0 O� �' r r j '. y� Ilia,1.�1Y� _.l 1".� School District ceitfies thatD1; plic ant) (Street Address) t - (Phone Number) f lLe6k �Sw (City). ' (State) f� zip Code) ,{ has complied with the requirements of Resolution No. O V by payment of $� esenbng�- �' l -quare feet 4 ! r 2926L. { $ repr1. y r, ;t: j' LLINITIOATION r _ School,District Representative Date Paid by Check # Remarks: �. INohce You may, piotest the imposition, of the fees ider>tified.abov@:by aubmitting`a.vrritten'protest to the District, in compliance with'- Govemment Code Section 860201x1; within 90 days from ttie"date'fees'are•paid tFailure;to submit a timely written protest will pioMbit ,. �,.. ti .:'.you from challenging the imposition of the fees,in any coup,action If, subsequent to the. School District Representative signing this ,Butte County Schools Impact Fee Certification. Form, the School District is notified by the applicable Local Planning' Agency that: this project is being reviewed under, the. California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building departmvent), Pink (school district), , feeform.xls (10/98)dmm F.. VerticalTechnology Xr Engineering 383 Rio Lindo Ave Suite 200, Chico, CA 95926 aeC Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@sbcglobal.net . Structural Calculations Client: Scott Jackson, Evergreen Development . Project: Ghitea Residence Addition Location:. 1432 Kelley Street, Oroville, CA BUTTE COUNTY BUILDING DEPARTMENT A PP -ROVE® 9�9�03 P!� Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of.specifications unless authorized in writing by this engineer.. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. LE � f � VERTECH ENGINEERING PROJECT: 4/3/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING,'ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL -FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL.. ' G) FOUNDATIONS SHALL'NOT BE.SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT, 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER.MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE I REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT, E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A -SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS, G) SAW -CUT TOP'/." OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: T' CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: '/." J) REINFORCEMENT'SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K). #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. VERTECH ENGINEERING PROJECT: 4/3/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) . EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL: 6. FRAMING/LUMBER 6.1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS 8.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN. AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER).SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2'X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1' -0 - MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.). NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS L) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS.JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF 0480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE:' CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP; LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6"'O.C., T&B U.N.O. Bc) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: 4/3/03 6-4 POSTS/TRIMMERS A'.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) -WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6=5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N:O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -1N BRACES: LET- IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAGSCREWSSHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B . PROJECT_ Ca1-�► iC�GI VERTECH ENGINEERING ENGINEER _ A.T DESIGN OF Ge�ne�a1 Loo►c�s rU0 � CJI_ wot l �I 15 res -0 0of �b 1_ I S psi PAGE _ DATE 4 V v oo-Fir-, 2 , S pay 2.s C,ckmI,T-') �- cc.�I -�l ocx LL 40ps� S�� ��miC, Mass 1`2 4- (► .,12 (ICo s�')� ---� 2 I �4tlr�; P , wal a 2C), i O wall - i124'• `b' P 22, 530 16 - C 1044 �'A 2) � . ► 2 Ica �' 1 -4 Ob 2-� 3490 16 PAG E 5 DATE 4-/cXS 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Ghitea Addition Date: 4/3/2003 Comments: Wind Speed: 75. ', mph . Importance: 1 12.5 Exposure: B -10.8 =11.6 -12.5 ❑ One Story or Partlally Endosed Multi-StoryStructure -14.3' -15.5 -16.7 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof -14.3 , 7.2 -15.5 •7.8 -16.7 8.3 Leeward or Flat Roof -6.3 -6.8 -7.3 Windward Roof -14.5' 11.6' -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20;6 Slope<2:12 -63 -68 73 2.12 to <9.12 • . -8.1 .2.7 -8.7 2.9 -9.4 3.1- 12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 And Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11 7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 tiements and components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and. Unenclosed. Structures -10.8 =11.6 -12.5 Partially Enclosed -14.3' -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 '12.6 13 5 13 5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11 7 -12.6 -13.5 7.12 to 12.12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed. Slope -<2! 12 -15.2 -16.5 -17.7 •2.12 to 7.12- -14.3 , 7.2 -15.5 •7.8 -16.7 8.3 >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5' 11.6' -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20;6 -22.3 -24.0 2.12 to 7.12 -23.3 -25.2 -27.1 >712 to 12:12 -1413 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 llillillilliziele]®� 11 a* 2.5* a /R 1997 UBC Static Seismic Forces _ U77-7_18_9 0.189 VerTech Engineering Project: Ghitea Addition Date: 4/3/200,3 Comments: New Addition Portion Units Kips & Feet (UNO) Zone = 3 V/W: Soil type = ! Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv =. 0.54 Seismic Coefficient Table 16-R hn = 20 _ (HEIGHT TO ROOF) Ct =; =•020 FOR ALL OTHERS TA = Ct(hn)y. . - Max TB = 1.4*TA VEQ = (Cv*INV)/(R*T) Ft = 0.07*T*V (If T<.7, Ft=O) w llillillilliziele]®� 11 a* 2.5* a /R 8.5 _ U77-7_18_9 0.189 2.1 8.5 EQ: CvI/RT = 0.5191 0.5195 V/W: VEQ = 26.9 27 V: llillillilliziele]®� 11 a* 2.5* a /R 8.5 0.0396 0.1636 2.1 8.5 llillillilliziele]®� ® v no 1:997 UBC Static Seismic Forces .11* a* 2.5` a /R VerTech Engineering, Project: Ghitea Addition Date: 4/3/2003 Comments: Existing House Portion Units: Kips &Feet (UNO) Zone = 3 0.7614 0.7611 Soil type =Sd ..._ .. Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn= 12 . _ ----- (HEIGHT TO ROOF) Ct =1- =.020 FOR ALL OTHERS TA = Ct(hn)'" Max TB = 1.4'TA VEQ = (CV*I'W)/(R'T) Ft = 0.07'T'V (If T<.7, Ft=O) .11* a* 2.5` a /R T =0.12-7.1 9 EQ: Cvl/RT = 0.7614 0.7611 V/W: VEQ = 20.8 21, V: Ft - 0 00 .11* a* 2.5` a /R 4.5 0.0396- 0.1636 1.1 4.5 PROJECT _ C1h i � _ VERTECH ' ENGINEER _ AST 'ENGINEERINGPAGE DATE 4 �� DESIGN OF Lc x- Q L aQO a\! ejo- - 1 r1 �. GCI C� -► %� C7f-1 p O C / . t � P 2 P ,- Ps 22(b16 1 , - ' I - C � 5' . �' � � i i , � S �) ---o P ► 404 I b ►22 12,E Ps�')--p 22��Ib 2 �► � � .' (� S � � )_ � � I . �- s � � �--� P 1404 � b _ . �oj5� o,(-};� P ) s. . PROJECT VERTECH ENGINEERING , PAGE ENGINEER. . h DATE /c DESIGN OF. L.olu OSI Sywiv'vl Ir A- CA A,Q '2 111-1 t 4:►b ( ► 1-0 -414 ca3S) G 4032 232.1 w . 30°1 (535-)- i 4 (4Co 42) w 2 32 i2 Shear Wall Design Program VerTech Engineering Project: Ghitea Addition Date: 4/3/03 Location: Units (UNO): lbs, in Panel Thickness Panel Orientation Short -Dimension Across Studs Nail Type 8d Anchor Bold Diam.. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing O:5. Panel Grade C -D, C -C, UBC 21-2, UBC 2:3:3 Fnd Sill Plate Grade - DFL AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorage Reduced Index # Nail Nail Length Diam Embed. Cd NDSVallue. Value 1 10d 3 0.148 1.50 0.84,' 118 100 2 12d 3.25 0.148 1.75 0.99 ; 118 116 3 16d 3.5 0.162 2.00 .1.00., 141 141 4 20d 4 0.192 2.50 1.00 , 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25' 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 . 365 Shear Wall Design Edge Nail Allowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B 'Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2 7:1 0 8' ..20.8 0 3.17 3.73 4, Note 1 380 2 A.9 0 8 14.2 0 1.09 2.56 3, Note 1 490 2; 3.8 0 :8- ` 11.0 0 0.84 1.98 2, Note 1 640. 2 2.9 0 8 8.4 0 NG 1.52 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 NG 1.28 33, Note 1 980 4- 2.8 Note 2 9 4.5 Note 2 NG 0.99 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing VerTech Engi.neering Project: G Page: Engineer: . A -T Date: 03 D@sian of: Shear Wallc Frnniinm Panel Shear Walls . Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail Wall Obs (ft)/ u M fltm in / A, R 2419 9 9 9 269 41' A,1 391721 1 21 187 6'10, B 714 7 , K 7 102 6" C"r 4032 10.75 10.75 10.75 375 4" 1,R 2321 32 32 32 73 6" 1,1 5357 10.5 t .5 10.5 10.5 510 2" 2, R 2321 29 29 29 80 6" 2,1 3917 22.25* -'22.25 22.25 176 6" No u C stfowI 0 N GArMr Y. s ��. VerTe.ch Engineering Project: i if' Ll Page: Engineer: AT Date: 4 O Design of: Shear Walls Stability Overturning Overall Resistive Gravi OT OT Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (M nh/ftN ff#N /a Ik% ,u ,1V. —5 5 3750 L, 0751.11 4375 64 Z r Design of: Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1h) rtt-IM rn,% A, R 4 8 8601 2800 1681 A,1 0 0 0, 0 B 0 0 0 0 C 0 0 0, 0 1,R 0 p 0i 0 1,1 0 0 0 0 2, R 13.5 8 8644 13669 -271 21 6.75 9 10695 6834 906 PROJECT VERTECH ENGINEERING ENGINEER AJ DESIGN OF Car Gvi Ma PAGE .DATE F31 -PROJECT ENGINEER A DESIGN OF GraVi+ VERTTECH ENGINEERING PAGE DATE 4 O TyP,CQ) FIS. J�O;Si- ..L _'��- 1 Tri �-j= I( -o r M = 2C43 F-� - I b O ; (, . oor'C_ L ' I I , Tri = 15'2 r M = 16 E.I = 30 5 x 1 o c° lb-jr-)-z T P►ca1 S , - O�� c,r �= S ' T� �I� = 1�roof ick PA _ 2 4qb -F4- -16 NO � EI ^ 45 x I Oce 4 x )ODF'i2 Coy-' - Q'' .Ick ( �- = 4' Tn h = �r rod ►'V1 = 1220 -4-1 b' 1224 1� FT = vb mo (° 4x 0F72 Beam Sizer Design., Program, ram g VerTech Engineering Project: Ghitea Addition. bate: 4/3/2003 Location: B1 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15 psf� ❑ Round Member Live Load 40 psf I -L #2 Dimensional I I ❑ Horiz. Member TULL Defl. ,Criteria (U) 240 360- Fb' 799 psi Length of Beam 17 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1.33 ft Height Required 12in CD. " " 1.00 CF 0.90 A Req'd .6 .6 in ^2 'CM .. 1.00 Cv 1.00 S Req'd in^3 Ct 1.00 Cfu 1.00 1 Req'd .40 101 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 CC 1.00 CL 0.99 Fbe= 3807 le= 2.7 RB= 13.6 Fb'= 810 Total Uniform Load 73 plf Mmax 2643 ft -1b Vmax 622 Ib ❑ Shear at d from face? EI Req'd 176 '10^6 #-in^2 Beam Sizer Design Program Ver.Tech.Engineering Project: Ghitea Addition Date: 4/3/2003 Location: :B2 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load . 15 psf Round Member Live Load 40 psf Mlcrolam Ftoriz. Member TULL DO' Criteria (U) 240 360 Fb' 2590 psi Length of Beam .11 ft Fv' 285 psi Width tributary to beam: 8.5 ft Unbraced Length 1.33 ft Height Required 8.2 in CID 1.00 CF 1.00 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 33 in^3 Ct 1.00 Cfu 1.00 1 Req'd 147 in^4 Cf 1.00.Cr 1.00 Controlling Design LL Deflection CH 1.00 Cc 1.00 CL 1.00 Fbe= 37817 le= 2.7 RB= 4.7 Fb"= 2600 Total Uniform Load 468 plf Mmax 7071 ft-Ib Vmax 2571 Ib ❑ Shear at d from face? EI Req'd 305 `10^6 #-in^2 Beam Sizer, Design n P VerTech Engineering . Project: Ghitea Addition Date: 4/3/2003 Location: B3 ❑ valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 536sfEl p � Round Member Live Load 257 psf . CDF L #2 Dimerulonal I Q Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1078 psi Length of Beam 5 ft FV 95 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 8.9 in CD 1.00 CF 1.20 A Req'd 31 in12 . CM 1.00 CV 1.00 S Req'd 28 in^3 Ct . 1.00 Cfu 1.00 I Req'd 28 W14 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 29196 le= 2.7 RB= 4:9 Fb'= 1080 Total Uniform Load 793 plf Mmax 2478 ft -Ib Vmax 1983 Ib Shear at d from face? EI Req'd 45 '10^6 #-in^2 20 21 Beam Sizer Design Program g - • VerTech Engineering Project: Ghitea Addition Date: 4/3/2003 Location: B4 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width 3.5 in Dead Load 16sf p - El Round Member Live Load 16 psf DF -L #2 Dimensional I .� I ❑� Horiz. Member TULL Defl. Criteria (l../) 240 360 Fb' 1168 psi Length of Beam 4 ft Fv' 95 psi Width tributary to beam: 18 ft Unbraced Length 2 ft Height Required 5.5 in CID 1.00 CF 1.30 A Req'd 19 in^2 CM 1.00 CV 1.00 S Req'd 13 in^3 Ct 1.00 Cfu 1.00 1 Req'd 11 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 .Cc 1.00 CL 1.00 Fbe= 31550 le= 4.1 RB= 4.7 Fb'= 1170 Total Uniform Load 610 plf Mmax 1220 ft -Ib _ Vmax 1220 Ib ❑ Shear at d from face? EI Req'd 18'10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity fibs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829. 1;0156 15960 21763 27567 33370 6, 0.73 733 8975 14104 19232 24361 29490 7 ... 0.63. 625 7656 12031 16406 20781 25156 80.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 81129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 .7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 .5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91' 1112. 1748. 2383 3018 3654 22 0.08, 83 1015 1595 21.75 2755 3335 ., 23. 0.08. 76 930 1462 1993 2525 3057 24 0.07, 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 11'80 1494 1809 VerTech Engineering Project: U i �2o► Page: Engineer. Date: Design of: Floor Framin Floor Loads DL= 10 psf LL= 40 psf Floor plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to . framing, stagger panels and nail with 8d c@ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior -shear walls. Floor Joists: Joists: Use.manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria. Use manufactured rim board such as TimberStand with all "I" joists. Use a double rim board at all locations where ledgers are installed at the rim (such as deck ledgers). Sawn Joists: Sawn lumber joists shall be sized per UBC Table 23 -IV -J-1 using E < 1.6 UNO. VerTech Engineering Project:._ Ghjea► Page: Engineer: q? Dater 4 T� Design of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent., Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at_gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 20 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 36 psf Rafters: Live Load = 20 psf Dead Load =16 psf Total Load = 36 psf Typical Headers (uno) Use 4X10 DF#1, use (2) trimmers min. at all openings larger than 4'-0". VerTech Engineering Project: Gll Q1 Page: Engineer. AT Date: Design of: Foundations Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi). . -(1) 8" wide with. #4 continuous at top of wall and #4 at 18" O.C. full height Provide #4 at 18" O.C. vertical developed by hook Into footing, U.N.O. Masonry stem wall (Non -retaining); 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' a 2500 psi). Width Thickness' -'Cap (Dlf) reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing fig, Connnector Label Size Thickness Ea Wav(�C pg Simpson F1 1'-0" Sq., 12 (1) #4 .1 PB F1.5 1'-6" Sq:..:- 12 (2) #42.25 PB F2, 2'-0" Sq.-, : 12 . (2) #4 .. 4 PB F2.5 2'-6" Sq.:. 12 (3) #4 6:25 . � PB F3 3'-0" Sq. 12 (4) #4. .9 .. CB F3.5. 3'-6" Sq: 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB, F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 'CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements i 1. 'df •, l 1 e Timber�Column�:Desi" �n� :g .•� V_ erTech Engineering. . Per NDS'3.9:2:' .' Project: Ghitea Date: 04/09/03 Location: Tall Stud Lumber:' _ Dim DF-L'#1 Material Properties r'. ' Modification Factors. -l'.1'.. Fb 1000 psi CD 1.33 Fc ;.1500 psi`:. CM E ,:1.7, E6'psi , Ct 1 ,` .Config/Loading . ; . CL 0.30. ,1.00 , P 133.3333 lbs.::' CF.' D1 9.25 in: Cp 0.34 D2 1.5 in Cfu e1 0 •in : Cr 1 . e2 0 in, Cf 1. Lu1 20 ft" Combined Flexure/Mlal ' Lu2 0.25 ft ..' " fc .. 9.6 .. . Addl M1 720'ft=1b Fc' ;'; 685.7 ?, AddI,M2 0 ft -1b fb1 403.9 Fb1' ..402:4,: Section Properties FcE1: '_ .": 757.6 A 13.9 an"2" fb2 0.0 , S1.21.4.1n"3 : _ Fb2' .. 1330 0 S2 3.5 in^3 FcE2 127500.0 i 1 98.9 in^4 FbE 411.1 ' 12 ; .:2.6.'l M4., :; Interaction:: OK if <:1:'. 1 Timber`. Column Desi n, _ NerUch Engineering Per NDS 3.9.2:.' Project: Ghitea 1 Date:' 04/09/03 $ Location: Tall Stud t oim oFL #i Lumber:-Fv] Material Properties Modification Factors Fb 1000 psi. CD 1.33; Fc 1500 psi CM E 1.7 E6 psi Ct 1 Config/Loading CL 0.42 1.00 P 1024.Ibs CF 1 1 D1 7.25 In CID 0.27 .. D2 1.5. In' Cfu 1 e1 Ain,.. Cr e2 O in . Cf Lu1 18 ft:: Combined flexure/Axial Lu20.25 ft`s:. fc g4.2: Addl M1 486 .N16 .. Fc' Addl M2 014b fb1 443.8: Fb1' 562.2 ' Section Properties -. FcE1 574.6' A. 10:9 In^2. ,: fb2 0.0 S1 13.1 1n.3fb2' 1330.0. S22.7 In "3 FcE2 127500.0 11 - 47.6- In^4 . FbE 582.8 12 2.0 In^4 Interaction:. 1.0 OK if<1. Ed WUFO:80 2002 20 'daS ZOTi 668 0£S : 'ON XUJ ON1833N[ON3 H081218n WOdJ tn. Of iar t* !x'pf &W.tbe 0� a e • .� r�\.i� � ��� E t� thus FORA is a0R OOaEs; OOf r1 fifi p00SE t0 E 'Wit Vat,1p° OD >8 t` ' . s1�0 to hL ow pals'Oo41� 3 dot � O�IOt -N18 got CO t+� a y wwn so is `Om b�`1ba�d A j A.t P ` ir-4'Fjbi « A."a-m- 77 sa .�: •.t- r..� �' .,'� nrin.�i•. �i?FI F���v+�.� nr�^� . Y.. � <C<KCC.JJJ ,I ,; <f} -"• �Li1r kW; $PCNSE POR PL AN CHFCK LETTER DA - 15g w a a y �c{ , b - � , z�' .,,a",+*`�6-•`ri�";?�a'X�T4L-r f',.b#+ [� iii �/z—..c >, R a ^a LOCATION ON PLAN k KINF ONal ( (gy � TION 0 tAN L 'Ld;K•t�' 4 � P� :cw�J'f,?�.v�.&..S-�r. : �,/ :i .:r.,�sz � ' .,�• r ��•i a4�x`_�a..4%'�'}ik� ��9`;�4'.v�Fi�a _ 7- (�s C y ��' /J i, OM C; . J y. ,. LOCATION ON PLANr • L0�' "(�-�� �3;,: ;. �� , ��? air ���. / ' %!/f S ���t9== 57, L - �'.\.,} +- ..1'�,�.Tim•`rj4y,�,y�,:�'„L•*`.�...'�,K,f�i''^�"�. �� �A + : s;'; gY' r 'i Yd:.. , r '� r ,� `-�•k ; µ T: NOIt P; Q. riv Yd `��/�I :'Y ,•`;� \ iV, .f .t- Fll CAM ' -5 iE ' : i�f>�s.en-yb p'+.►•-tea.., �. V s r ; L 14 .^ y t t, ,v 's r l� /d��,.,�• yt���•'1�, pQ 7 � :L , 4 > - , :. L�, �C �.a Y � .7rah"R�; s�g'�,w .✓' � 'S�k�p-iY. ` - .L �� c ���7t'43 ° t• r�i 1 Lai,,.^�'"S 's ? �q u�r �. r r'�e�3 °�a�cJr . ;.Lk1r �,y f� �.x!•� dge�j'� 'h°- + r y.� sf �' r j. �:+ k � � 'fitt�+� � r �� 5 >k aff� � r �• 7Y`^�ia+� ` r � � .-. � , � i d �', r � s � � ya ��� _-------�--- -•----'--- - ... _. _ ._.� - : __ .x sr��S�Q, r Y°;i°F�+�. .��f���. .xX"i , �� r � r';'�ta1 - :. -� '.. -. .:: .. � .ro.. :. r YnNrt:v1?Lvi'.,iili9r+CiXith'ft,'+.w .:, . - .. • :.. .. _ ui. f t 4 t lYd. �T ' � • ' RESPONSE FOR"PIAN CHECK GETTER OATED:1' ..1 :,' � � t PLAN CHECK ITEA N ." RESPONSE BYimmowi. atrt'u� t"Tri "i44�� LOC{AyTION ON PLANS/C yALC$ Xr�Ftifof u7}j ti, C/ t I J 'J. I;'�'� n '` awl �✓ dvs,% q r' C3�i @.� Sid t'�rY ° jar yx COMMENTS ; � (j � ��-�`? 0. >, '�:n JM: a ,�';ti:at Xa, rd+/ , .✓.S-t..r{°':,�+5� �:-�F,>��- �,>u, !,� v .: s� ty+ � v ✓t y �, 5 rr i n:- ti '. 15` {. rv\ I � .' '.i, :4 w F -. COMMENTS: PLAN CHECK RESPONSE 8Yt Irv�1wy rwyk l�jq\$ LOCATION ON PLANS/CALCS ; i i .a 'l klt S X�+r A ca`� Tlr `• RESPONSE BY ° x ' s ! ^' �� }�a �•l Y J \k1. � � S�� 4 LOCATION ON PLANS/CALCS •i rqf T •i ' m Y�ri•+�}!. .1 r F rqy, �L COMM NTS:S ;`V �/"-S�r;< ��_'i S? ra. : \ C L Y�'�•Cii'}t.^ / ,' �'�� W '�` s i\ ��V4�j.�'.Q��i) � r J' .,ftt 'y$ 1'�'r°T+ as� .tiyJ`r���('}"'�♦L�J� ?.> ;,3 eJr it :!$�E�' X �� � �' � �..s�n xl' �` .-a.�$- . N.� R�..i;�: a� .�kk�,.'Kr•'SYd.+f:�^.T.v'i t .2 s' � . F �,. ': 1•.r i{.�"n +. . 'f i PLAN CHECK ITE(1A IM -, °.: RESPONSE LOCATION ON PLANS/CACCS y I '1+T ? _ � � l• d, t f,�ltr,1"gV7rtd 8Y' + ?_ �r� WeF 1 ' �•'' lr J4 t5% �,F" N�'� l��aK�i �, �' S�' t Yl r `•i' •� r 1 `{ ��l I° �.. S `{C�`'e?V.'.��eY �; `1 DL�v`-f ri-ate.`, tp _ Y'^ •W- .` r5-.?�p� I: COMMENTS:Pir - /c'' ><. ',S (�.�•',nR �J' i\ i" 'I. ..' t : 1 `C. \Y.' 'li f J>-.y�'�,�S�iiHii*?di_T} VC \ 2 - -.i,• � "r>F' e%f i? f 'L �f'l, { (^� e� I"IP - 1 •�' � `''4},fr` COMMENTS: 41 r PLAN CHECK ITEM X RESPONSE BY:,. x a r = j c�t ` i'•; LO ON PLANS/CALCS r t c Y COMMENTS: • .y ..;Y•iw °+ sr' -. < { . s F rtiS,..lVna q>,: . •. 1 ' 1 i?l � t V:=' 1 1 ; i i .a PLAN CHECK REM RESPONSE BY ° x ' s ! ^' �� }�a �•l Y J \k1. � � S�� 4 LOCATION ON PLANS/CALCS •i rqf T •i ' . - Y�ri•+�}!. .1 r F -'T h j t>`2 Y 5 t d COMMENTS: ,' _ , .. MCva.1\r- t . 'E f 1.• i Z j'${, � D �t ryy 3—`1 a. le•�, 1� .1 �( � _':V ,�Y T�rtlk�{� �� "x�F�i't7'1� 7t t T :4 k (�T! � }( `i"�tk�hf i.���t�. 't .'d�F..JH ..' _ r"�.•'1 } r �1; t1, t•Ct ,rYl�y�,� r?i aw'k.. �aY y'iF2:� •t�l�, rJ, PLAN CHECK ITEM id :RESPONSE 8Y' + ?_ �r� WeF 1 LOCATION ON PLANS/CALCS ka4't x4 44 �•'' lr J4 t5% �,F" N�'� l��aK�i �, �' S�' t Yl r `•i' •� r 1 `{ ��l I° j` P it - •t i T '� �, �. 4 t`'T'} � � -c. - 4 -"t ;' } -. 4 1 Yti�, � f t tx4,�t' � 1 S' l J' �' 4f• St`fl ? 'SSV 1' �.. `� Y A a � .i �C'i } Kq' COMMENTS: 41 r � ''ZY �ItY-�'d}..'r,,' wp�o ay�'N�y(Lk'a �41�'„eSC�,liy �W'} \ �q .Yia� F i(.K, d �:' t {.I:J.� .. b.f j't _ •LIST kr.._:y.l .r...^ a. �,,i.�. •v. to .,r.,..,v?,?E'..`�wKlr,lh.7•.'�'<irlrr•.. r, PLAN CHECK ITEM 0 RESPONSE BY , yam t�xsT LOCATION ON PLANS/CALCS a � ( ' t '� ri-, I , t�'Sii ,�r� ,T.� Xt e F' � - 1 k "a fy X • 5..��' .• * ii 'u'di t ,y'-�-t, i.J' M..• 'y" y'tiY�,°t ;`i 11'ill -cl, s COMMENTS: MISS �.::h� w� vt""y-�J: r.� ..s � 1. �. ,� + . t .,t ,•�,s,r.,��`�S< Sa i. iR�k �. $,'w'+:���' 4.. .frY:ly. >`i},+.t„_ >t ��"+�i'nia"�c'.'aSYA'� x :+i i`t .,,•9'�`nr r,;¢ o a}:4. �,',�'.4� :s .u:'`:3. `iiKw2 D: JIMO!114SCiMCfA� RfRif!k]M\'EYIPDFRH!. v (530).S38-754'11 (530) 538-2140 FAX cOU June-27,2003- Dan une27,'2003Dan and Emily Ghitea 1432 Kelly St. Oroville, CA 95965 Assessor. Parcel Number: 030410-017 Building Permit Number: 03-1556 Thank you for submitting the plans for your building project. The plans have been reviewed, and u, the plan examiner's comments are listed below. • Please fespoiid'in writing to. each itern.by ti 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: fl!' Provide contractor's estimate for remodel of existing house: Reinodel "valuation is to include time and materials. Provide construction details of new', extended covered deck'. Provide construction detail for the attachment of the deck to the house. Attachment rriay not be made with nails subject to withdrawal. Incorrect trusses have been submitted with this project. Span on the trusses is 36 feet and the span of the building is 34 feet. Provide correct trusses. Provide two sets of a complete truss package. A truss package is to include a truss layout with all trusses identified. Provide location of heating and cooling units. Provide construction detail of the staircase that will be constructed. It differs significantly from a typical, straight run'staircase. Provide location of all supports for the staircase. (Framing plan for staircase and midpoint landing). • . Justify high mass design for downstairs portion of the house. Indicate on the planthe . covered mass area with specific materials used for covering and provide area of exposed mass with an approved method from the energy code. The' re very specific requirements for high mass design note in the energy code and all requirements must be met and detailed on the plans. In addition, the window area in the energy calculations does not match the plans in the sou �thwt and "northwest orientations. Glass door must b'e modeled and small windows int e� h rear must be mode el d. Provide size'of additional ' windows on the rear elevation. Energy designer must initial the mandatory measures aiid see that all requirements are noted on the plans. Provide two,sets of revised energy calculations. STRUCTURAL COMMENTS: 1'of2 �'" " o RESIDENTIAL PLAN ' REVIEW GUIDE .o SINGLE FAMILY DUPLEXAJYD OUR MISCELLANEOUS ONLY Owner. C "�-1'Q'�� Building Permit Number: Plansf Examiner. A. P. Number: G.EN AL: C ,. 1. Zoning requirements - (ndmber of permitted living units). 3. ,Plans signed b. the designer: 3. Proper description.of work on the application. (, i 4. Existing violations on the property. 'I Recorded notice of violation. 6. ,,.Building permit valuation:. PLOT PLA:`:�, 1. , . Complete parcel size and dimensions. 2 Setbacks. side ard, easements. etc.' 3.. .Other buildings or, structures. 4. Grading, fills andior drainage. Flood hazard Special.condidons on Parcel Ma'p: ;gise•G. SR__k 0.,, Fire Sprinklers ❑ Water Tender 0:. -Traffic and DtaiMge fns 0 Federal -:Aid Rout. 'and/orFedeial. Aid, Secondary Route setback requirement S. Buildin; or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA` I � Plaas.and, specifications drawn to scale with dimensions and of sufficient clarity (LTBC section 106.3.3 2.' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3.- . Escape or reswe windows shall have a minimum net clear Venable area of 5.7 square feet The minimum net clear operable height dimension shall be 24". The minimum net clear openable width'dimension sbail be 20"... Whzri �vindo« s are prodded as a means of escape or rescue. they shall have a finished sill height not mote than r 44'' .above the flcor (Uniform. Building Code section 310.4). �4 Skylights (Uniform Building Code section 2409 dt,2603.7). 5. Glazing i.n-Hazardous locations (Uniform Building Code section 2406)- 6. Habitable space shall have;a ceiling height of not less than 7 feet 6 inches except as otherwise permWed in dds section: Kitchens:' halls; bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not Im than 7 fed in any diinetision (Uniform.Building-Code section 310.6.2 & 310.6.3). S GFCI'in baths. garage, {dtchen, wvt bar, and exterior receptacles (NEC 210). �) Water heaters «hich depend on the combustion of fuel shallnot be installed in a room used or dedped:to be used fog aleepiii.1 purposes; bathroortt clothes closets or in a closet.or other �nfined space opening tarp s bath rbedrooIm (Uniforrn Plumbing Code section 509.0).. L'o C om► (0'a uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroM of is '-Ak �(�1I_ roonL-comparunent or alcove opening directly into any of these (Uniform Mechanical Code 3�-� Garai firm -all separadon - required on gauge side including supporting walls and posts (Uniibtm 8 Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes, . ` cunifor.n Building Code section 312.4). «•ood ;cove location - Alcove-,UN1C section 205 confined e & 223 unconfined space tit 304.2) l i Smoke detectors (Uniform Building Code section 310.9.1).. x. Page 1 oft Water closet clearances (Uniform Plumbing Code 408.5). ,a compartment minimum 1024 sq. in. & 30' circle (Utriform Plumbing Code 412.7). �'• Bc&dng walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1 Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced wall lines must be continuous throughout the structure. for the areas of the braiding 2. A California licensed architect or registered engineer must prepare a lateral analysis that do not comply with the Uniform Building Code. This must include the designees "vmr stamp, signatffe, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. 5. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. -pVo U t 7. Roof constriction details complete enough to construct building. Fireplace construction details and calculations if ecessary. W Spal;k76e? 9. Garage door header size(s). W rOnA 10. Porch header size(s). %15�(p ©� . b'zt'O-� 11. Typical header size(s). 12. Stud heights. ��Q�(� � rn�`% expansive 13. High sive soil - special foundation design required. ��j 14. Retaining walls requiring design 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed. than a minimum of two openings are required with a total , Lx net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no ft'S more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exurior walls. !f Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction.,,. design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during .conditions of flooding. CELLAI��OUS ITEMS: ��// 1. Stairway details -landings, rise and run. head clearance, handrails (Uniform Building Code section 1003 ). Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2. 15-D-1 & 2). 6. Foam insulation - protection. l/ 7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2). S. Tiro ea -its on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). -qO:VAc0QIJ(- 64 Hu C-66 70 0. ttic access and ventilation (Uniform Building Code section 1505). ��p07� 60Ua-- Sound requirements. 4 i -L A 12. • design compliance and supporting documentation. . C DF responsible area requirements. BUILDING PERMIT REQUIREMENTS:491LP-217� 1. ❑ SRA. 2. ❑ Flood elevation certificate. ��i� � �y i 3. ❑ Fire Special Sprinklers required. 4. ❑Special Inspection requirements. �� 5. ❑ Use Permit conditions. 6- ❑ Sub -Standard Housing lener. r-W Pace _ , f - August 6, 2003 To: . - Department of Development ServicesBuilding.Division:Al - Regarding item,4 ori your:Plan Review letter sent to. me 6n41une 27 03,; As the - wnerlBuider ' I estimate rerimodel-yaluation at,$67300 00. , J Daniel Ghitea� o ru r 1432'Kelley;St �n i Oroville Ca 95965 ,{ Assessor P.# 030-410-017 `. -Building-Permit #, 034556 1 pk*h i ��� 1_ � I� .eras i� � � a, q �' .,. •