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041-620-047
0-�1-620-04i t (.I0-N7TDALE 04-3633 co r CASA DEL SOL, PARADISE KEN YOUNG SINGLE FgM1LY '1 • Zt-ob ■ NOTES Il ('(3 StfeA R. i s .(OaZ 6e cr_ o is - Nefb S a /�lhr9/ and � i RESIDENTIAL PERMIT 041-626-047 ^ . ._'_04_.303_ TTE&, ALE SIERRA vis-rA CASA DE#r�6L, PARADISE C NT: KEN YOUNG j NEW SINGLE FAMILY s s � t • r x g# f; DETACH FOR SERVING UTILITY 1 Address ti� A5;A Sl &A*,A GAS 216/ Yo Meter By N AAL Date ELECT R.0 Meter B Date SPECIAL CONDITIONS X CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By k- Date ELECTRIC Meter By Date JOB FINALED (Date Signature i J=OK 0 = Not OK =No:Readya°1e DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 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/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card 8-1 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. 'Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness 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 and E'ectricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 11. Cert. of Occupancy Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date 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 E ectricity 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 8-1 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 n J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s on i ng-Setbac ks- Easements- Flood -SI g., in; Soils-Elec. Grnd.-/ I ? G' Ft ., Garage; Soils-Steel-Elec. Grnd.-/ 12.13-09 ikbS. tg., Porches & Decks; Soils -Steel -/1"! _enwalls, Main; Steel -Blockouts-Wra O -St walls, Garage; Steel -Blockouts-Wrapped 115'Hpel)owns and Special Anchors Slab, Steel -Wrapped V.; Fall -Fitting -Test -2 Way CSO -mower Test-(� t, 1 Gas2i e; Size Anchors -Yard Gas Piping; Size Test I 1 at Pipe; Test-Anchors-Reaulator-Service Test & Ducts; CI ills -Anchor 6. Insulation Date 11--j-05' Date ?( Card B-1 (1,A3 Date Card B-1 Card Date Card B-1 Date PLU ING (Permit) OK except #'s 7 1. W r Htr.; Vent -Access -Combustion Air Baffle Date 1 ater ; T t & Anchor -Nail Protection 1 .;Test fittings & Anchor -Nail Protection Ib • eq. & Mech. Equip. Listed for Location 2J,14hower Pan; Test, First Floor -Tub Access �/ . ent Fan, Exhaust above insulation Insulation -Foam -Looked in Attic b & Shower, Second Floor -Tub Access 3 2 as Pipe; Sixe & Anchors ire Sprinkler; Test urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet nstld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No co Br n -Finish 46. Date Card B-1 Date Card B-1 Date Card B-1Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC ZRICAL (Permit) OK except #'s 24/'Fixture & Transformer Clearance -Ins. Protection 2�ZElec. Receptacles Spacing -Lights & Switches at Doors 26. ize Boxes & No. of Conductors Stapled 2 _ omex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech steners-Bond G r 2 Appliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ - /gaQP& AI-Fr7Vire Size/ 6 /ga or AI _31-Bange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral ❑ Yes ❑ No 32: Service -Riser Conductors & Ground Main Disconnect 3 . •E i . Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date FRAMING (Permit) OK except #'s 1. Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) A. Fir' a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4V Headers & Beams -Size & Bearing Date FRAMING1Continued) 47.Wgers-Post Caps -Anchors -Connectors o, Clina. Joist-Rftr. Ties- Purlin-Roll Brac.-Tru6�Shtino.-Rtna. 41?'Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic -Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5'rA- Bdrm. Windows or Exitinq Doors -Sill Ht. $!Dimensions Y( Garage Fire Protection Framing -RC Codnnel 3: P rty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ft -Width-Headroom-Rise-Run-Landing-Fire Protection W. ood on Roof Overhang -Attic Vents -Rafter Outriggers g-NailingVeneer 5 tq6o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 ".azing Area -Glass P otection-Skylights-Plastic DW0 6 Shear Walls; Naili -Bol s ';AA -L �O 6fl ace Interior/Exterior Wall Panels 62rf Insulation -Walls -Ceilings C'?,477fy1= 63. Infiltration -Walls -Windows Date Card B-1 Date 2 06 Card B-1 Date Card B-1 Date Card B-1 Date FINA OK except #'s Steps -Door & Sidelight Protection -Landings fe',Srrfbke Detector Furnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection om Exiting 68'9..Pf'& Bath Fixtures & Tub Access -Spa Elec. Trim & Suboanel. Breaker Sizes & Labels —fir a or Stove, Clearance -Hearth 7 lec ets at Wood Panel, Int. & Ext. 7 Date Z :/06 Date 7 Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date MEC NICAL (Permit) OK except #'s AQebuct in Garage -Damper 3 C. Ducts Insulation & Support Ib • eq. & Mech. Equip. Listed for Location 7 3 . ent Fan, Exhaust above insulation Insulation -Foam -Looked in Attic (812 3 densate Drain & Overflow, Size & Grade VB -& Crawl Hole Door Drainage & Wood -Earth 3 urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet nstld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No co Br n -Finish 46. Attic Access & Platform if Furnace in Attic Date W Date ©L Card B-1Date Card B-1 Date Card B-1 Card B-1 Date FRAMING (Permit) OK except #'s 1. Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 Bearing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) A. Fir' a Stops, Furred Ceilings -Stairs -Chasers -Tubs 4V Headers & Beams -Size & Bearing Date FRAMING1Continued) 47.Wgers-Post Caps -Anchors -Connectors o, Clina. Joist-Rftr. Ties- Purlin-Roll Brac.-Tru6�Shtino.-Rtna. 41?'Fireplace Ties or Type A Flue -Fireplace Throat Clearance Attic -Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5'rA- Bdrm. Windows or Exitinq Doors -Sill Ht. $!Dimensions Y( Garage Fire Protection Framing -RC Codnnel 3: P rty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits ft -Width-Headroom-Rise-Run-Landing-Fire Protection W. ood on Roof Overhang -Attic Vents -Rafter Outriggers g-NailingVeneer 5 tq6o Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 ".azing Area -Glass P otection-Skylights-Plastic DW0 6 Shear Walls; Naili -Bol s ';AA -L �O 6fl ace Interior/Exterior Wall Panels 62rf Insulation -Walls -Ceilings C'?,477fy1= 63. Infiltration -Walls -Windows Date Card B-1 Date 2 06 Card B-1 Date Card B-1 Date Card B-1 Date FINA OK except #'s Steps -Door & Sidelight Protection -Landings fe',Srrfbke Detector Furnace Vents -clearance -Comb, Air -Connector - In age; Above Floor-Ducts-Mech. Protection om Exiting 68'9..Pf'& Bath Fixtures & Tub Access -Spa Elec. Trim & Suboanel. Breaker Sizes & Labels —fir a or Stove, Clearance -Hearth 7 lec ets at Wood Panel, Int. & Ext. 7 i Appliance; Ground -Air -Gap -Cooking Clearance 7 . Outlets & Receptacles at Kit. Counter age a Door; Swing -Landing -Closure AQebuct in Garage -Damper Wtr. Htr.' s -Clearance -Comb. Air Connector-P.R.V. in age' bove Floor-Mech. Protection Ib • eq. & Mech. Equip. Listed for Location 7 . eceptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic (812 Guajal,Aails & Deck Construction -Post Caps 92-41n. VB -& Crawl Hole Door Drainage & Wood -Earth clae'a— peg Looked under Floor ❑ Yes _ 86'Fol 8 nstld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No co Br n -Finish A.0it,Disconnect, Electrical -Plumbing s A e Roof, Plbg-Appliance-Fireplace-Clearance to Openings VatgrW , isconnect, Electrical, Plumbing E for ec. Trim, G.F.I. Receptacle -Underground Ve on Throughout House ss Protection 941"Co tions from Previous Inspections 99--6as s eters Tagged, Gas -Electric 9 r wer Connected-C/Oto Grade -HD Approval rgy Compliance Certificate -Other Certificates K. Address Posted 96. DateZ'_ar- Fire Sprinkler Card B-1 Date Card B-1 ^ Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: a� COUNTY OF BUTTE BUILDING DIVISION h DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541£ CORRECTION NOTICE s uj!!' zoj Uirc )VO&I'l- r�.U4'111 pi2v n z �1 c V, / / L/ / VV .1 -VQ Date Inspector/CA/4 el REV 4/05 Phone # J ? /7 S72 FOR RE -INSPECTION CALL: 53877636 OR 891-2834 :t4 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 call for re -inspection when correction of work is completed. I you have any questions pertaining to this matter, or need additional :.a . explanation, pleas ontact the B 'Iding•Inspector as indicated below. uj!!' zoj Uirc )VO&I'l- r�.U4'111 pi2v n z �1 c V, / / L/ / VV .1 -VQ Date Inspector/CA/4 el REV 4/05 Phone # J ? /7 S72 FOR RE -INSPECTION CALL: 53877636 OR 891-2834 :t4 Jul 12 06 06:57a CHICO 530-342-78'., p.1 CertainT eec s tnsuNafe 4 Builders Statement Premium flowing wool Homeowner blame / Jobsita e lddresv5 A �' LTS '-, l ) 1t 1 tactor (sign) Inspected By (sign it required) R -VALUE —_ To obtain a Therma Resistance IR` ) of: — 6_ 49 44 30 26 22 19 13 11 NO. OF BAGS PER 1,000 SO. Fr. NET AREA No. cf Sags R -VALUE CEILINGS VV WALLS G FLOORS / 26.4 22.5 Company N3 Company Name MAXIMUM MINIMUM NETCOVERAGI; 0.418 WEIGHT Contents •�1 Dag should not CC -er Weigtu per sq. (L of mare than: (sq. it.) 27 installed insulation s•toutd not to less :han: ttb&; - -- THICKNESS 1Z 0.712 65 0.418 77 0.353 0.301 f129 0.209 0.179 AREA (So. FT.) Mme -' date -- INITIAL INS AL! F.D THICK InsulSafe 4 ( , BAG :; D MINII.1uM STYLED THICKNESS Shoup not be le<s than — LI 2?. DO 14.7 ,122 cc to 50 9 00 7:c 4. —ter. BATTSiROLLS (✓) —...-..F THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION � • In accordance with the chart above, you must install the minimum number of bas per 1.11 R -Value listed. 9 P� • The maximum net coverage must not exceed that specified for each R -Value. ;et are_r ;or each \ • The installed insulation must be at or above the specified minimum thickness for each R-Va!- .-• • Failure to install the required minimum weight per sq. tt. reduced R -Value. of insulation at or above rhe 1"; � .,r.-. 1-ickncss :,vilf 1 ' • This product should not be mixed with other blown insulations or the thermal claims will becorn; - d resul. Ir. • Initial installed thickness testing per ASTM C 1374 using Unisul VOIUMatic III; 3rd : �,- 150 -ft. x 3-1/2 inch -diameter internally corrugated blowing hose. �I' R -Values are determined in accordance with ASTM C 667 and C 518. Complies with ASTM G 7.. 6 ir1;h gate cpenir.g; "R" means resistance to heat flour. The higher the R -Value, the greater the insulatint:t R -Value, it is essential that the insulation is installed properly. ype ' ;nsulatie �'r'"• To get the desired DANGER. RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP ;::r; WITHIN 3" al= SUCH DEVICES. DOES NOT APPLYTO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURt. ; INITH THERMALLY PROTECTED BALLASTS. 30-24-233 InsulSafe(14 Euilders Statement A Saint-Gobain Company -- _ FIRE SAFE REQUIREMENTS Butte County Fire Department California Department of Forestry and Fire Protection 176 Nelson Avenue, Oroville, California 95965 • (530) 538-7888 Property Owners Name: , 2& '/ Inspection Date: 7^ M -d� Building Permit # Property Location: �i l� (Z f4 5Z4? �/� 1/��/`�iCity: Phone:: I $'P1AO A:U!IG?Es,OA DE>?ENSI 0W,$PACB MEASLiREWMSM To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the rmit parcel or map'approval. It is the property owner responsibility to annually provide defensible space measures around structures on this pmperty as required by law C 4291 PRC 4291 information will be provided at the counter when the permit is issued. entrance, a 40' turning radius shall be used. (a) Allnew driveway c9miruction or an extension an existing driveway shall comply on 1 with Public Kources Code 4290 roadjKy requirements. Is the driveway ,oawas it extended? Yes ❑ No ❑ (b) All driveways shall provide a minimum 10' traffic lane and unobstructed vertical clearance of 15' along is entire length. Driveway width: Vertical Clearance: (c) Driveways exceeding 150' in length, but less than 800' in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800', turnouts shall be provided no more than 400' apart. Driveway length: (d) A turnaround shall be provided to all building sites o riveways over 300' in length, and shall be within 50' of the building. ;�i!! Turnaround distance from b • Y273�02. ROADWAIf�SURFAGB�' The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, tumour and turnamunds. Depth ofNEgate base: 01,271.0 '• WAY�I2ADF5 6 w r The grade for all roads, streets, private lanes and driveways shall not exceed 15%. All grades over 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. Percentage of (d) Where a roadway provides access solely to a single commercial or industrial (a) No roadway shall have a horizontal inside radius of curvature of less than 50' and'additional surface width of 4' shall be added to curves of 50-100' radius; 2' to those from 100-200'. ' _V Questionable horizontal curve radius: (b) The length of vertical curves in roadways, exclusive of gutter, ditches, and drainage structures deli ed to hold or div water, shall be not less than 100'. onable vertical curve 1 .. #2 T�OSxtOpDWAY ARO.. .. Turnarounds are required on driveways as specified in this article. The minimum ;�✓ . turning radius for a turnaround shall be 40' from the center line of the road If a p hammerhead -T is used; the top of the "T" shall be a minimum of 60' in length. Typc ofroadway turnanwmndused? Measurements? ' 06a$OAD.P9'AOU TSS ' W Tumour shall be a'minimum of ]0' wide and 30' long with a minimum 25' taper on each end. Roadway tumour measurements and location: :mac , 1373�07•rROADWAY S'IRU • �- t" a All driveway,road, street,and private lane roadway structures (Bridges, culverts, and other appurtenant stmdures which supplement the roadway bed or shoulder) shall be constructed to can at least the maximiun load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. Bride certified by aregistered Civil Engineer) Yes ❑ No ❑ (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. Correct signs installed? Yes ❑ No ❑ (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both'ends. Tumhout measurements on each end: I �T�.x Y. •14 { . No. Violation/Remarks Cleared 1 / / 1 / / rout — rroperry owner (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving the; ate. Gate measurements on ends:' (b) All gates providing access from a road to a driveway shall be located at least 30' from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that mad. Gate distance on driveway from road: (c) Where a one-way road with a single traffic lane provides access to a gated entrance, a 40' turning radius shall be used. Turning radius measurements: I 08.tADARSSES FOR Bt1tLDINGS ,; All buildings shall be issued in address by the local jurisdiction, which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate ad owever, each dwelling unit within a building shall be separately identified. Is address correct? YesaD^o ❑ ?127,4 09 3IZE`.,Ol~ ;E • s-NUAtBERS ANI)(rSYMB(?I S FORiADDRES5 Size of letters, numbers and symbols for addresses shall be a minimum 3" letter . height, 3/8" stroke, reflecto led, contrasting with the ground color of the sign. Letter, Numbers and Symbols correct? Yes 13 No ❑ ;�i!! 127,4:10�INSi' `ALI'ATIUN�I:OCA�1bN'ANDZ'ISIB I'LY�OF,y' DRESSES ; (a) All buildings shall have alpermanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thpeafterl and the address shall be visible and legible from the road on which t rens is located. Correct? Yes13 No ❑ 1 (b) Address signs aloe ne•way roads shall be visible from both the intended direction of travel the opposite direction. Correct? Yes No ❑ 1 (c) Where multiple addpsses are required at a single driveway, they shall be mounted on a sin st. Correct? Yes iff No ❑ 1 (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. Correct? Yes ❑ No ❑ 1 ' _V M1276 O19E7BA M!i ORS:S7 RUGTURE?DEFEI?151BI:E;SP:AGE (a) All parcels 1 acre and larger shall provide a minimum 30' setback for buildings it accessory buildings from all property lines and/or the center of the ro I ) For parcels less than I acre; the local jurisdiction shall provide for the same ctical effect ;�✓ . SAMEPRACTIC3ALu.EFI?EC�4RE IJIREMEIV'rS'+z�' .,, . If a Building Setback is less then 30' from property lines and/or the center of the road, the following shall apply: • Class A roof- Correct? Yes IT No ❑ • Fully enclosed eaves on entire structure - Correct? Yes No ❑ • Metal door towropertj, line with insufficient setback Yes No ❑ • Siding on ofstructure from the following list: tucco-3 coat i (b) Non combustible H di -Board, Plank or similar siding (c) Masonry (d) Metal (e) tither Butte County Fire Department approved materials Correct siding used on entire structure? Yes ❑ No ❑ x,1376 VD POSAL, IiLYA11Ll4ABLTs VEGETaT10 .:AivD:FUEI $V Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a buildi rmitl Completed? Yes U No ❑ I , _—1NS'1`ALMT101*0 rRESIDEN9IAI FIRE e If your property was part of a parcel split after July 1991, you are required to install residential fire sprinklers It is the pronarty owner's responsibility to review the official parcel map to confirm ifs era are required. Aresprinklers re "red? Yes 01 No El Aresprinklers installed? Yes ❑ No �T�.x Y. •14 { . No. Violation/Remarks Cleared 1 / / 1 / / rout — rroperry owner BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP043633 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 B. C. Building Permit 01 -1 U-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 08/22/2005 APN: 041-620-047-000 the Business and Professions Code, and my license is in full force and License Class: License Number: Site Address: 4518 CASA SIERRA VISTA PAR Date: Contractor: Map Index: Description: NSF 2758 G P ( ) AR (754) COV (109) OPN (600) OWNER -BUILDER DECLARATION I from the I hereby affirm under penalty of perjury that am exempt Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct. alter, improve, demolish, or repair any structure, prior Owner: OTTEN FAMILY TRUST to its issuance, also requires the applicant for such, permit to file a C/O OTTEN, DALE H & DIANE L TRUSTEES signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 69 JASMINE COURT 94506 she Is exempt therefrom and the basis for the alleged exemption. Any (g25-736-1370 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): DALEOTTEN@AOL.COM ❑ 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 (Sec. 7044, Business and Professions Applicant: OTTEN FAMILY TRUST Code: The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, and who does C/O OTTEN, DALE H & DIANE L TRUSTEES such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 69 JASMINE COURT 94506 year of completion, the owner -builder will have the burden of (925-736-1370. proving that he or she did not build or improve for the purpose of DALEOTTEN@AOL.COM sale.). / t�7 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: KEN YOUNG GENERAL CONTRACTOR and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of t Business and Professions Code P 0 BOX 157 SPARADISE, CA 95969 Date: owner: (530) 873-2701 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: License #: 383479 ❑ 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. Architect: HAWKINS, GARY ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy#: otal Square Ft: 4221 S. F. Valuation: $205,110.00 , ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the 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. (((��� / '�] t n / 20C'� . Date: v Applicant:�� i WARNING: Failure to secure workers' compensation coverage is Q nn 0 7_, unlawful, and shall subject an employer to criminal penalties and one o L LJ hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. - _ .— CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable }provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated bove for which fees have been paid. performance of the work for which this permit is Issued (Sec 3097 Civ.) �( r By �`� M Date: O - o `�, Name: r PERMIT EXPIRES ON: k- 9 o 0 Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. my authorized agent of the owner. I agree to comply with I hereby certify that I have read this application, that the above information is correct, and that I am the ow/ofa all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substanfficial form doc ent of Butte County. I hereby authorize repres lives of ButteCounty enter upon the above mentioned property for inspection purp Print Nam Signature: 106 Date: 1 Owner ❑ Contractor ❑ Agent for Owner j ❑ Agent for Contractor B. C. Building Permit 01 -1 U-04 pg 1 / AND WHEN RECOR,OMI) MAL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2005®0049547 Recorded I REC FEE 16.00 Official Records I County: of I COPIES 3.50 Butte 1 CONFORMED COPY 1.00 CANDACE J. GRUBBS I County Clerk-Recorderl I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT I AG q F FOR RESIDENTIAL DEVELOPMER: 22 -Aug -2M I Page i of 4 Section 26-8 of the Butte County Code required this acknowledgment to berecorde p� �IIim����Wilding permit. The property described herein is adjacent to land or included within an area �tll��iiilf ses, 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: Date 4o'- / %-,!P5- State ®SS State of Caornia County of - 4.r,,c y On personally appeared known to me (or pro to the within ins capacity(ies), a h the persons ted, WITNES hand .. • .TY,ER i% me, ,% me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ a ubscribed nt and acknowledged to me that he/she/ ey executed the same in his/her/ �r uthorized is/h, r/ eir gnature(s) on the instrumen , the person(s) or the entity upon behalf of which ted the i t official -seal. A.P. #_� _ (Q�O --DL I CAROL DIANE STEPANO "i H Seal: _Commission # 1348738 - i4PMYComm. Notary Public — CaliforniaContra Costa County — Expines Apr 25, 2006 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded I REC FEE _ 16,00 Official Records I - County of I COPIES 33.50 Butte -' I CONFORMED COPY 1.00 CAMDACE J. GRUBBS I County.Clerk-Recorderl I AG &2:40PM 22 -Aug -2005 I Page 1 of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 1 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 themse 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: Date - //— ®3 i State of Ca ornia ) County of l.ti,.cL 0e ) On 6iWe me, personally appeare ©� personally known to me (or prov -fo me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ re ubscribed to the within instrOmtnt and acknowledged to me that he/she! ey executed the same in his/her/ d uthorized capacity(ies), alr ,hat b "is/h r/ eir gnature(s) on the instrument, the person(s) or the entity upon behalf of which the person(# ' -ted, e c ed the I trument. WITNES hand officiA! seal. CAROL DIANE STEPAtdOViCFi Signat r Seal: -Commission # 1348738 - Z z -a Notary Public — Califomia D `- Contra Costa County -- A.P. -ou i J t� V �, a--'�Y Comm. E iras Apr 25, 2006 f Preliminary Report Description Order, No. BU -202194-2 CH The land referred to herein is situated in the State of California, County of Butte, and is described as follows: i PARCEL I: LOT 39, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, 'CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT .CERTAIN DECLARATION !OF RESTRICTIONS RECORDEDAUOUST 31, 2000, UNDERBUTTE COUNTY RECORDER'S SERIAL, No. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. I APN 041-620-047-000 ', : , PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS, SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, -AT -PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: i THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE. NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D-M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report PARCEL III: - CONTINUED Order No.. BU -202194-2 CH BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 890 28'2211 EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 80° 36'44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTINUED Preliminary Report Order No. BU -2021942 CH DESCRIPTION - CONTINUED PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES --87, 88, AND 89. BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP043633 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such. permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). t . I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 oft Business and Professions Code Date: � l��sOwner: 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 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy ❑ 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 the 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. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. Issued.Date:08/22/2005 APN:041-620-047-000 Site Address: 4518 CASA SIERRA VISTA PAR Map Index: Description: NSF (2758) GAR (754) COV (109) OPN (600) Owner: OTTEN FAMILY TRUST C/O OTTEN, DALE H & DIANE L TRUSTEES 69 JASMINE COURT 94506 (925-736-1370 DALEOTTEN@AOL.COM Applicant: OTTEN FAMILY TRUST C/O OTTEN,-DALE H & DIANE L TRUSTEES 69 JASMINE COURT 94506 (925-736-1370 DALEOTTEN@AOL.COM Contractor: KEN YOUNG GENERAL CONTRACTOR P 0 BOX 157 PARADISE, CA 95969 (530) 873-2701 License #: 383479 Architect: HAWKINS, GARY Engineer: otal Square Ft: 4221 S.F. Valuation: $205,110.00 Census Code: '; 2%S - F7 43�2CoO S -22-01S CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated bove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.)— 22— � J By: �� ��mt, Date: Name: PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, 1. handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the my authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of a fficial to mAx doc ent of Butte County. I hereby authorize repres /tijves of Butte Count enter upon the above mentioned property for inspection purpos Print Name /�/� �v Signature: Date: 1J as:? '010'wner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor C. %,. ouuuiny rcniin w I -i-" yy r toy t] dan BUTTE COUNTY $ 3374 . 32,!/yJ DEPARTMENT OF DEVELOPMENT SERVICES L� 5 BUILDING PERMIT APPLICATION ,�J ✓.3� AND SUBMITTAL REQUIREMENTS q� 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - Cl -ICO: (530) 891-2834 OFFICE #: (530) 538-7541 . A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" ' OWNER Last NamVI-J,67 -, A-,- first e Address S / Ci'/ e Zip Phon e / ZO JF'a E-mail_ j ¢ G APPLICANT NAME CONTRACTOR Name4,Ae Name Address 2 . 0---%S f�,� Address/714 6 � stat City Stat tG� Zip 9SW E-mail State License Number Lot # E-mail Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name4,Ae , y Address 2 . 0---%S f�,� city � stat E-mail Pho e Fax E-mail State License Number Lot # Planner APPLICANT NAME Nam'We Address Ci - Ste SRA Yes No Occ. Fax E-mail APPLICANT SIGNATURE X 46�� I For office use on AP# Zoning Ci - Flood Zone SRA Yes No Occ. Carrier i Type Const. Subdivision Name —Nam Map Book Page Lot # Planner Date Approved: PERMIT NO. BP 04-3433 BIN # 171 LOCATION AP# Prope Address s Z4 - Ci - Cross Stree Asq V WORKER'S COMPENSATION Policy Number Carrier i If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY —Nam Address Description or Scope of Work: t�SF(17s8) ATrr e_- 754 COV t/ 1047) 47P1j eco Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 I Received by: P l ' Amount: I W9,8 •1 L Bldg Receipt #: 4-1&q e83 Date: ? 04A q Q SRA Sheriff SMIP Other V' Total REV 7-27-04 i s SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be,submitted to the Building Division in order to apply for a . per it. INCOMPLETE SUBMITTALS WILL NOT. BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INIC Site plans, 3 or 4 sets, signed by the�preparer of the plans. No graph paperl Complete plans, 3 or 4 sets, signed by the'preparer of the plans (N6 graph paper!) OR / Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 3. • Engineered truss details and layouts in duplicate (if required). No faxesl C. 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile'or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ' ❑ 6: -,Manufactured homes '(A) Data" sheets and installation inst, (B)' Marriage line info, (C) Floor Plan, (D) Tie down r or fnd,plans, all in duplicate. ❑ 7. Metal bldgs' (A)'Metal Bldg Plans;.(B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. AII'of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ' ❑ 9. Site 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 (if required). , ❑ 12. Hazardous Material Form (for Commercial Buildings only). _ i S,nitation-and site olar�ppmv�Lfrnm theFnximnmentaLHealihDepadmsnt_ . Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May requiie additional plan -review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ ' 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4... NPDES Form. -4 _ ❑ 5. Encroachment Permit for driveway, from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. -Contractor's license'information. (Number, Name Style, Classification). ❑ 7. Workers Compensation Carrier. and Policy Number. t, ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ . 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. - ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would. like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. 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 Ithe 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. OVER FOR BUILDING PERMIT APPLICATION KAFORMSIBUILDING F0RMS\BIdgApp1SubRgmts:doc Page 2 of 2 REV 7-27-04 " Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR LY1149 Scott Rutherford (530) 538-7160 srutherFord@buttecountv.net Plans Transmittal For Review Per Contract 1/12/2005 Applicant: Otten, Dale Permit No: 04-3633 Project Type: NSF/Gar/Cov/O en APN: 041-620-047 100% 70% Plan Check Fees $ 1,350.53 $ 945.37 $ 1,350.53 $ M 945.37 WILLDAN Fee $ ` 945.37 Copies Attached: Qty Chk t Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other ' Other 7 County Center Drive Oroville, CA 95965 M (530) 538.7601 Telephone (530) 538.7785 Facsimile M TO: ' FROM: SUBJECT: O nA DATE: LY1149 Scott Rutherford (530) 538-7160 srutherFord@buttecountv.net Plans Transmittal For Review Per Contract 1/12/2005 Applicant: Otten, Dale Permit No: 04-3633 Project Type: NSF/Gar/Cov/O en APN: 041-620-047 100% 70% Plan Check Fees $ 1,350.53 $ 945.37 $ 1,350.53 $ M 945.37 WILLDAN Fee $ ` 945.37 Copies Attached: Qty Chk t Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other ' Other 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: 41-cl,Tred ASSESSOR PARCEL NUMBER 4>41 • e,ov (109) 400 1C � Proposed Building Use: J51= (9 7'5,e)\\ Art es.4j ( 754) Counter T chnician: f.4 Date: 1:) � q cam# Items required in order to apply fof a permit. All boxes MUST be checked OR marked NA in order t'• apply. 1. Site plans, 3 or 4 sets, signed by 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! t 5. Letter from Engineer or Architect for truss design review. I Al 6. Energy compliance design and supporting documentation in duplicate. 15 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. - I ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner I D 1 Hazardous Material Form 15 anitation and site plan approval from the Environmental Health Department in !Chico ❑ Oroville, as applicable. 16. Other _,� iR3. P App v A r er �. � ep� ,�l -r Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... I ❑ 20. Erosion Control Plan Required........................................................................ ! ........ Q 21 Fees as shown on the attached Schedule of Fees Due Sheet .................I............ i ❑ 22. City of Chico Plumbing permit........................................................................ 23. California Department of Forestry plan approval 5 paid. Sent by: �C.. 11�1qo#- 6F s lanning approval (A) Use:U (�-= (B)Parking: (C) Parcel Check: Contact Land Development about _ Improvements, _ Drainage ......................... f�7 26. NPDES Form................................I ............................................................. Q T 27. Encroachment Permit for driveway from the Public Works Dept ........................... 1 ❑ 28. Pre -Inspection for required....... 1 ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... I ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... I ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... I 0 32 Letter of Signature authorization......................................:............................. I Recorded copy of Agricultural Acknowledgment Statement ................................. I ❑ 4. Manufactured home utility clearance............................................................... I [11, 35. Existing violations and/or expired permits......................................................... i ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: I ❑ 39. Other: I When issued Telephone 51:2!5. -73&. . 1 370 -and hold for pickup. I have been inform d o eaboxQtems and requirements for obtaining a building permit. Applicant: \ Date: 1. Index permit applica iot n for t5elilo`ve items�in mbered: Plan Check Letter 2. Additional items required I Contractor, desig T as advised of the above data by Vrphone, ❑ mail, ❑ counter, by --Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: t _ Date Structural reviewed by: Date: Structural approved by: t Date: Note transfer by: Date:. Yellow: Building Division 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 . ®7TH A.P. # 8 °i 1 6 x40 - ® 4-7 PROPROSED BUILDING USE s r- (� g� /LTi' G ter= ' DATE I a • -IL-1. t,)+ 1. BUILDING PERMIT FEES 1 Cos. --- Balance Due ....................: $ $ i - RECEIPT # lJ 0 PATE RE C. --- Additional Fees Due........... $ QQ--- Revised Plan Checking Fee.... $ 1 ' -✓ n 2. SCHOOL DISTRICT FEES OVOV i L -L -E (paid at School District Office) (form available after Plan Check) - 3. SHERIFF FEES (paid at Building Division) Residential............ i X $360.00 =$ 3(60 — O Units 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) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89:00 (paid at Building Division) .204.190 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. 4-1&eiF�3 12 - -)L * Q4 - Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. —0/10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed durinwThe plan c rocess. APPLICANTZoe 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) O�FPSTMEN-r Co f 6vTTF / 0 �/, 0 �0 0 0 0 < �\ 0- DI - o CIC wvkp Department .0 o u n t � J. Michael Crump, Director Public f . B u t Wo LAND DEVELOPMENT DIVISION. Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination Systern (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN a' ACRE Project Description: Project Location and/or Parcel Number: O y/ 2e - O y 7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more.of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other. sanctions provided by law. Signed: Title: Date: 1 g . cz� - hz Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte CountyDeparanent ofDevelopment Senices o YVONNE CHRISTOPHER, DIRECTOR o 0 7 County Center Drive ° 0 Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Buildinq Permit Application Acknowledgment I hereby acknowledge that .l am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department: I acknowledge that I have submitted.a septic,andfor well application to the Butte County Environmental Health Department. I have been informed that the County of Butte has made no determination of whether or not the property on which the proposed development is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. PermitteeName'0'0/ Address '� 9c— AP Number i�`�� ZD - V % Permit Number I have read and understand a above acknowledgment: Signature of Permittee Date Acknowledgment form.doc (6/04) Ackinowledp-ment Form Procedure THIS'PROCESS IS FOR MOBILE HOMES AND SINGLE FAMILY DWELLINGS ONLY 1. The project must be proposed o.n a lot:created:by_one of the following: a. A parcel map (TPM):after March 4.-14Y2'' b. A subdivision map (TSM) after July f 1949. 2. The project must be fully engineered1by,a California -licensed architect or engineer (See Submittal Documents). 3. ALL applicable Submittal.Documents must be completed and included in submission. 4. A separate, concurrent application for•this project is made with the Department of Environmental Health (EH)'. Applicant is responsible for notifying Development Services in writing should EH subsequently deny clearance. EH WILL PROVIDE AN ENVIRONMENTAL HEALTH CLEARANCE WITH AN -APPROVED SITE PLAN TO THE APPLICANT 0I . Dept. of Dev. Services: 5. Applicant is required to bring the approved .EH site plan to l \ 1 � N47Serving WI LLDA�N Public May 12, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX, SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1319 Jurisdiction Job No: 04-3633 , Assessor's Parcel No: 041-620-047 Description: Otten Residence, Casa del Sol, Paradise, CA r Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and A documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies dated 04/25/05 by Gary Hawkins, Architect ➢ Structural Calculations: Two (2) copies pages 1 -50; -revision dated 04/28/05 by Gary Hawkins ➢ Energy Calculations: Two (2) copies dated 08/12/04 by Aaron Klemenok ➢ Truss Calculations: Two (2) copies dated 07/27/04 by Longfellow Lumber Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. N�rServing WI LLDA�N Public APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as CBC • Part 3, known as the California Electrical Code and abbreviated herein as CEC Part 4, known as the California Mechanical Code and abbreviated herein as CMC Part 5, known as the California Plumbing Code and abbreviated herein as CPC Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as CECS CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Specific Type of Type of 1" Floor 2°d Floor Total Use Occupancy Construction Sprinklers Stories Ft S Ft S Ft —Sq 2758 NA 2758 Dwelling R-3 V -N No 1 Garage U-1 V -N No 1 754 NA 754 Porch R-3 V -N No 1 109 NA 109 Open R-3 V -N No 1 600 NA 600 Deck CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Si er y, aac Kust r Plans Examiner Ricardo Guzman, S.E. Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Dale Otten, 69 Jasmine Court, Danville, CA 94506, Email: daleotten@aol.com Page 2 of 2 County of Butte Permit Number 04-3633 Willdan Proiect Number 14353-1319 to- 061 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) i. School District 1 i e Building Department No. A.P. NumberL+kN, U-Jb • () L 1 Jurisdiction: City Property Owner Property Location County Subdivision Lot No. Residential Development Q 0 Q Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # •(No foundation inspection) :........................................................................................ Commercial/Industrial 0 0 New Addition Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date 1. District Identification No. 6 00 4 ID b_oi/ i h School District certifies that uTtt- YN (Applicant) �g-SG i e rre,\ U 1"5 553 b- ?73-- D"1 9 (Street Address) (Phone Number) (City) (State) has complied with the requirements of Resolution No. representing Oil S19 I square feet. Paid by Check # ) Remarks: (Zip Code) (f by payment of, .$ 4 4 B 2926 5 ULL MITIGATION f Date Notfee: You may protest the Imposition of the fees Identified above by submitting a written protest.to the District, In compliance with Government Code Section 66020(a), within 96 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court 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 Nes to fully mitigate Its Impact an the school districrs schools. White (school district), Yellow (building department), Pink (applicant). feeform.xis (3M5)drhm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 22—Aug-2005 2005-0049547 Has not -been compared with original BUTTE COUNTY COUNTY RECORDER 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: Date �o /%T ®S State of Caornia County of , 6- s On On -e 1 personally appeared, known to me (or pro to the within ins capacity(ies), a h the person(s) -ted, WITNESW f hand. Sign me, M 1 me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ a ubscribed and acknowledged to me that he/she/ ey executed the same in his/her/ Euthorized is�r/ eir 4gnature(s) on the instrument, the person(s) or the entity upon behalf of which ted the iti st officigl seal. A.P. # I v� CAROL DIANE SfEPi4AlOViCt f Seal: -Commission # 1348738 - Z Z -a Notary Public— California v - Contra Costa County — My Comm. Expires Apr 25, 2006 rk Preliminary Report Description Order No. BU -202194-2 CH The land referred to herein is situated in the State of California, County of Butte, and is described as follows:. PARCEL I: LOT 39, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL GREY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT', WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS,; CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT '. CERTAIN DECLARATION OF RESTRICTIONS RECORDEDAUOUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL, NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 041-620-047-000 PARCEL IT: i AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, ATPAGES 56 THROUGH 61. PARCEL M.- AN II: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL. PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE. NORTHWEST ONE 'QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, 1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report PARCEL III: - CONTINUED Order No. BU -202194-2 CH BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 890 28'2211 EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF'SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 84° 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CEN'T'RAL ANGLE OF 3° 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 800 36'44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF 'THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND -EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, -ON' OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTINUED Preliminary Report Order No. BU -202194-2 CH DESCRIPTION - CONTINUED PARCEL VIII: i AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP BNTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES -87, 88, AND 89! I • I A 1 I I 3 1 ! II ti 1 , SITE PLAN REVIEW Date: Z- 9 - U AN Permit Number (if aDDlicable) APPLICATION _ k___ — Bin Number Parcel Size: Owners Name: Owners Address: f., �� �i/� l iU ... ( T 41111 LLF Telephone No.: Situs Address: _ j �j � ,4. L44 Proposed Use: Res' ential , New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Single Family Remodel � ❑ Residential Accessory DI: C® V �' F-1 Permanent Second Dwelling o ®� s F-1TemporaryMobile Home (Aunt Minnie) F] Temporary Travel Trailer ��� IDS 4gW ❑ Multi -family - Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other 11 Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: 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 Staqiped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY ,� , , 1 - Parcel Is In: ❑ Snow Load Area: '. ❑ Land Conservation Act Minimum Acrea e: u g ❑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 four_ dation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) Flood Zone:, e Flood Panel No.: - �9 5--j z Index Date: 6 ❑ 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) ❑ Oroville Enterprise Zone �U art-'(� • D �� ff 21 6�- — • 20 WC— bAr\e 1_wLAi L Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor•Variance ❑ Variance _._.. ❑ Detached Building Use Form' ❑ Encroachment Permit Fj Agricultural Worker Affidavit1 " . gri ❑ -Acultural Acknowledgement Statement Zoning: (AD .t,. Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. r. Page 2 of 5 Zoning Code s -- Streets & Highways Fire Prevention Subdivision Map Front 20 . Side t , Side Street Rear. /S .Height "Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. r. Page 2 of 5 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/Notice of Compliance ❑ Obtain a Merger I ❑ 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 0 Subdivision Map/Parcel Map: Map Date of Recording: (0- 3(- -ZOO( [NJ Lot: Book: i 5-Z Page: ❑ Use Permit/Minor Use Permit Permit Number:. Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Condition's of Approval: E] Attached F] None El Meet the Fire Safe Regulations.�of Butte County and P.R.C. 4290 E] Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection. Association Standard for. installation :of sprinkler system§,'.in one and two family dwellings and mobile homes, NFPA Standard, 13D, unless a pressurized community water system, with hydrants that meet the Fire De-partment specifications,serves sees the parcel. El Wood -stoves ' ' and ` fireplace inserts shall be EPA -approved and designed to meet the emissionrequirements of the California Clean Air Act of 1988, as amended. I ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan' must be prepared by. a registered civil engineer or other qualified professional -and be submitted to and'approved by the Department of Public Works. .E1 In lieu of a pressiirized' 'Water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. 'El 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." E] Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. FM Page 4 of 5 FA x x x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\Larrys\Building Permit Site Plan Reviewl.doe a-aa-e� Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 7, 2005 ti Dale Otten 69 Jasmine Court Danville, CA 94506 Subject: Environmental Health Permit — 041-620-047; Sewage Disposal Dear Mr. Otten: The Butte County Department of Development Services, Planning Division, has reviewed the submitted application, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been returned to their department for consideration and action. If attached, Please find a copy of any use permits, map notes and conditions for you property. We are providing this for you information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Si '' erely, kris Tolley Assistant Planner NOT ES 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL 56 RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4. DEEP, MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENC'NG ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. 6. ALL RESIDENCES SHALL REQUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 7. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 8. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO Oil -786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 9. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. 10. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES CODE 4290. l_ 0 T 38]`5-00 1 J 0.24 ACRES S84444'34"W �i 118.00 nlcn o cr -o �o 0 l 39 to N ,rflm� ri O lad c� 0.24 ACRES I �I S84 -44'34"W I a I 118.00 I b ~ I o LOT 4 0 o al of c, 0.24 ACRES I oI N Geotechnical December 22, 1999 Lime Saddle Estates MHP Attention: Vinette Conway 15240 China Rapids Drive Red Bluff, CA 96080 GEOTECHNICAL INVESTIGATION CASA DEL REY SUBDIVISION Pentz Road Paradise, California Job No. 011-786 INTRODUCTION JAN 13 2005 WILLDAN Our firm has completed a Geotechnical Investigation for the planned residential development at the subject site in. The purpose of our investigation has been to provide data pertinent to earthwork construction, foundation design, floor support, and pavement design. This report presents the results of our investigation. Field exploration for this investigation has included the excavation of 16 test pits to a maximum depth of 11.5 feet below existing ground surfaces. Both disturbed and undisturbed soil samples were obtained from the test pits for classification and laboratory testing. The locations of the test pits are shown on Plate 1, Plot Plan. Logs of the test pits are shown on Plates 2 through 17, Log of Test Pit. The nomenclature used to describe the soils on the logs is defined on Plate 18, Unified Soil Classification System. Moisture and density test data are presented on the logs at the depth of each sample tested. The results of Atterberg limits tests performed to characterize the plasticity of the near surface soils are presented on Plate 19, Atterberg Limit Data. A resistance value test was performed to evaluate the pavement subgrade properties of the native soils; the results are presented on Plate 20, Resistance Value Data. The results of direct shear tests used to evaluate soil strength characteristics are presented on Plate 21, Direct Shear Data. The results of a modified Proctor test performed to evaluate the compaction characteristics of the near surface soils are presented on Plate 22, Compaction Test Data. PROPOSED CONSTRUCTION We understand that it is planned to develop the property in three phases. The initial phase will include the installation of an asphalt concrete paved roadway and associated utilities, a leach field, storm water channels, and two 3200 gallon tanks. Approximately 6.9 -acres on the east and west Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 2 sides of the roadway under construction will be subdivided into 20 lots. Utilities will be stubbed into each lot, although we understand that building pads will not be constructed. SITE CONDITIONS SURFACE The Phase 1 development consists of a 21.5 acre portion of the larger 56.2 -acre Casa Del Rey property. The overall relief on the larger property is on the order of 134 feet. The Phase 1 portion of the property is bounded by Pentz Road on the east, a trailer park on the south, and by vacant land on the west and north. A single -story wood -frame residence and associated construction are present near the southeasterly comer of theproperty; a graveled driveway off of Pentz Road serves the residence. An access roadway to the new subdivision, and associated utilities, were under construction at the time of our December 7, 1999 field investigation. Ground surfaces generally slope to the west, with Phase 1 site relief on the order of 44 feet. Ground surfaces outside of the roadway construction areas support sparse to dense volunteer vegetation as well as a variety of mature trees. i { SUBSURFACE All test pits revealed surface soils generally consisting red to red -brown, soft to medium stiff slightly fine sandy clayey silts and silty clays within the upper three to seven feet. The uppermost stratum generally was observed to be underlain by clayey silty sandy gravels with cobbles and boulders; boulders of increasing size and frequency were encountered within the southerly portion of the property. Beneath the described soils the Test Pits encountered heterogeneous subsurface conditions consisting of metamorphosed granitic rock, schist, decomposed silty granitic sands, and slightly cemented volcanic ash extending to the 12 -foot depth of maximum exploration.. The rocks in the region are identified as mesozoic jurassic and/or triassic metavolcanic rocks which consist of basic flows, tuff, some shale, slate, and breccia. The native soils observed at the site are indicated to have strength and compressibility properties which are considered favorable for supportof the residential construction. 4 Our investigation indicates that the red surface clays are of moderate plasticity and have low to moderate expansion potential with variations in moisture content. Soil expansion pressures can cause distress to floor slabs and foundations unless measures are undertaken to mitigate expansion effects. Expansion effects on foundations can be reduced by reinforcing and deepening foundations to bear in soils where moisture content changes are lower. For residential construction, reinforcing of floor slabs and saturation of slab subgrades prior to concrete placement have been shown to provide a reasonable reduction in floor expansion effects. Additionally, where feasible soil expansion effects can be reduced by use of selective grading practices to exclude expansive clays from placement in the upper portions of the building pads. Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 3 GROUNDWATER Groundwater was not observed in any of our test pits; however, seepage was observed at the soil/bedrock interface in Test Pit 14. The permanent groundwater table at the site is well below the zone of influence of the planned construction and should not be a significant factor in the design or construction of the proposed improvements. Surface water infiltrating through the native and fill soils at the site may form a perched water table on top of the comparatively impervious bedrock units, especially during or shortly following high precipitation periods. The' perched water will flow downslope along the top of the bedrock or through fissures in the rock. Perched water may give rise to seepage within the. soils in areas where the bedrock is located at shallow depth. Construction of swales or subdrains extending at least one foot below building pad levels and at the base of the slopes as well as subdrainage may be necessary to mitigate potential perched water problems within building pads. Utility or other deep construction excavations approaching the rock surface may experience perched water inflow. 1 During the wet season, surface runoff can saturate surface soils. Saturated soils will be unstable under construction equipment, requiring considerable aeration in order to achieve a moisture content which will allow compaction to be achieved. This prospect should be considered in construction scheduling. , For a better understanding of subsurface conditions, reference should be made to Plates 2 through 17, Log of Test Pit. EXCAVATION CONDITIONS Our work indicates that the existing site soils can be excavated with normal earthmoving equipment although large rocks and boulders may be encountered. Our test pits as well as our experience with construction in similar soil/rock settings indicates that the underlying mudflow rock, except for local soft spots, can only be penetrated to a depth of a few inches with a standard light weight backhoe or similar equipment unless extreme effort is used. Heavy equipment, such as a Caterpillar D9 or D10 equipped with a single tooth ripper or a heavy duty excavator equipped with a rock ripping tooth, have been found to be capable of excavating the mudflow rock. Foundation or utility trench excavation may require use of heavy ripping equipment or use of a Vermeer machine. RECOMMENDATIONS EARTHWORK General site clearance for roadways and building pads should includei the removal of surface vegetation, unwanted trees and associated root systems, existing slabs and foundations, unwanted fences, septic tanks, leach lines, rubble, rubbish, and any other constzuction or debris. Any underground pipes within two feet (2') of original or final grade (whichever is lower) should be removed. Any excavations required for the removal of the above items, as well as any other loose i Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 4 or unstable soil deposits identified by our representative, should be cleaned of loose, saturated or soft materials so that firm undisturbed soils are exposed. Deep excavations required for the removal of the above items should be sloped back to a dish -shaped configuration allowing through passage of compaction equipment. Any deep excavations should be restored to grade with engineered fill placed and compacted in accordance with the recommendations of this report. Areas designated to receive engineered fill should be scarified to a depth of eight inches, brought to a uniform over -optimum moisture content, and recompacted in place to at least 90 percent of the maximum dry density determined by ASTM D1557-91 test procedure. Engineered fill should be placed in lifts not exceeding six inches in compacted thickness, brought to a uniform over -optimum moisture content, and compacted to at least 90 percent relative compaction. Building pad fills greater than two feet deep should be compacted to at least 95 percent of the maximum dry density determined by the ASTM D1557-91 test procedure. For earthwork purposes building pads are defined as extending five feet outside of building wall lines. All other fills should be compacted to at least 90 percent of the ASTM D1557-91 maximum dry density, except as described below. Where the slope of the original ground exceeds one vertical on four horizontal, a key should be constructed at the base of the fill. The key should consist of a trench excavated to a depth of at least two feet into firm, undisturbed soils. The key trench should be at least eight feet wide. Where the slope of the original ground exceeds one on six, benches should be cut into the original slope as the filling operation proceeds. Each bench should consist of a level surface excavated at least six feet horizontally into firm soils. The rise between successive benches should not exceed 18 inches. On-site soils are suitable for use as engineered fill, however, rock fragments exceeding six inches in maximum dimension should not be used within the upper two feet of building pad fills. Rock fragments greater than six inches may be used in deeper fills provided the materials are thoroughly mixed to generate uniform and prevent occurrence of voids. Fill materials should not contain significant vegetable matter, rubble, rubbish, or other undesirable substances. Proposed import materials should be tested and approved by this firm prior to importation to the site. The upper eight inches of all pavement subgrades should be compacted to at least 95 percent of the ASTM D1557-91 maximum dry density regardless of whether the final grade is achieved by cutting, filling, or left at existing grade. Permanent excavation and embankment slopes in soil materials should not exceed an inclination of one vertical on two horizontal. A representative of this firm should be present during grading to test and observe earthwork construction. FOUNDATIONS Houses of one or two story wood frame design may be supported upon continuous and isolated spread foundations based in undisturbed or recompacted natural ground, engineered fill, or a Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 5 i combination of these materials. Foundations should extend to a minimum depth of 18 inches below the building pad or lowest surrounding finished grade level, whicheveys lower. All foundations should have a minimum width of 12 inches. This minimum width is expected to control sizing of house foundations. Foundations for specially designed homes as well as sound walls/fences may be sized for maximum allowable bearing pressures of 1800 pounds per square foot for dead load, 2700 pounds per square foot for dead plus live load, or 3600 pounds per square foot total load, including the effect of seismic and wind forces. The weight of foundation concrete below grade may be disregarded in sizing computations. I Foundation excavations should not be allowed to remain open for extended periods prior to concrete placement and should be clean and free of all loose and/or soft materials when concrete is placed. The bearing materials should be in a firm, moist condition. We anticipate that foundation trenches can be cut vertically with only minor sloughing of trench sidewalls. Foundation excavations should be observed by our representative prior to concrete placement. j Resistance to lateral forces may be computed using either friction or passive pressure, but not both, except as recommended below. A coefficient of friction of 0.30 may be utilized for design. Passive earth pressure may be considered equivalenvto a fluid weighing 250 pounds per cubic foot-. A combination of both friction and passive pressure may be utilized provide the larger mode of resistance is reduced by 50 percent. The recommended passive pressure and friction coefficient values have been modified by appropriate factors of safety and may be applied directly in design calculations. SLABS ON GRADE Living area floor slabs should be underlain by a minimum 4-inch-thickblanket of free draining granular material to serve as a capillary moisture break. The gravel should be graded such that 100 percent passes a one inch sieve and none passes a No. 4 sieve. The gravel should be overlain by a plastic membrane. The membrane should be covered with one- to two -inches of clean. w Living area and garage slabs should be reinforced with 6"x6"/No. 10/10 welded wire m, or No. 3 bars spaced on 18 -inch centers in each direction, or equivalent reinforcement. The reinforcement should be chaired at or above the mid -depth of the slab. f There has been increased concern and complaints regarding slab moisture in'the last few years. These slab performance problems can generally be attributed to a change to moisture sensitive floor adhesives and accelerated construction practices that do not allow the slab to dry prior to floor installation. Impervious floor coverings installed using water-based floor adhesives may blister, discolor, and debond due to moisture vapor condensation beneath the coverings. Care must be taken to ensure that the sub - slab gravel is placed to the minimum depth and that the vapor membrane is continuous beneath the entire extent of the slab. The membrane should overlap at least 12 inches and should be cut tight and taped with 10 -mil polyethylene tape around all utility stands, penetrations and ariy punctures or tears. If Casa Del Rey Subdivision Job No. 011-786 December 22, 1999 Page 6 impervious floor coverings are planned and greater assurance against moisture problems is desired, consideration should be given to use of a quality commercial concrete sealant. j ELEVATED WOOD FLOORS a . Elevated wood floors may be supported upon isolated spread foundations achieving a minimum penetration of 18 inches below the building pad surface. Floor foundations should be at least ten inches square, or 12 inches in diameter. EROSION CONTROL , The near surface soils are susceptible to erosion. All permanent slopes that are not in rock should be vegetated or otherwise protected from erosion. Concentrated surface runoff should not be allowed to flow over the slope faces. All slopes exceeding an inclination of one on four should have positive surface gradients at the crown directing drainage away from the slopes. Roof drainage or any other drainage should not be discharged onto fill embankments or unpaved areas on the uphill side of the homes.- Splash blocks/rocks should be provided at the discharge end of pipes to disperse flows. , RETAMNG WALLS Retaining walls which are free to yield and which support level backfill should be capable of resisting an active earth pressure equivalent to that exerted by a fluid weighing 40 pounds per cubic foot (pcf). The active earth pressure for backfills sloping at a configuration of one on two may be taken as equivalent to a fluid weighing 60 pcf. ' Exterior walls which are free to yield should be drained to relieve potential hydrostatic pressure. Drainage of exterior walls may be accomplished by the use of weep holes. Weep holes should be at least three inches in diameter and spaced no further apart than six feet center to center. Weep holes should be placed no higher than 12 inches above the lower grade,level. A filter medium should be installed at the rear of each weep hole opening. The filter may consist of either geotextile filter fabric, or one cubic foot of permeable materials conforming to the gradation of Table 1 and tied in a burlap sack. I Retaining walls which are restrained against movement should be designed for an at -rest earth pressure equivalent to that exerted by a fluid weighing 55 pcf in the case of level backfill, and 70 pcf for backfill sloping at a configuration of one on two. + f Retaining wall foundations may be designed in accordance with the foundation recommendations presented in this report. E.H. USE ONLY Piot Plan Attached Float Plan Attached Sent to S.O. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location 'AP# Plan Approved for: Sewage Disposal .X- Water. Supply: Public Private Well Clearance for X dwelling. Other 3 �r),Z;�f:, //SC (lk f 1.; r,�' G ✓� Hold final for: Final clearance O.K. for: NOTE: Health Specialist 8/96 Date um foist to tap plate, toenail.... at 6" o.c. Cop Plates, laps and intersections, face nail ............ 2-16d :ontinuous header, :wo pieces .......... .,.�,..,.16d at 16" o.c. along each edgy :ailing joists to plate, toenail ........... :ontinuous header to stud, toenail,........................4-8d :eil.ing Joists, lap over partitions, face nail ........... 3-16d :Oiling joists to parallel rafters, face nail 3-16d . tafter to plate, toenail ................................... 1p brace to each stud and plate, face nail................2-8d L" x 8" sheathing or less to each bearing, face nail ...... 2-8d �� PLANNING DIVISION � BUILDING PLAN AI r ?0VAL' !ace naillider l.......lit 3( • .8" sheathingto each .bearxng..............3-8d l�sa:c;� ���u i' 0Da eSL L11 11 j Wilt -up corner studs" — ...........................16d at 24 0. C. Par�ing:_.,_.� Landscspin : - 3uilt-up girder and beams ............ 20d at 32"o.c. at top and )ottani and staggered......... 2-20d at ends and at each splice .. Other ;" planks..............................2-16d at each bearing • �i�nah�r2:. . `Y -14' CONNECT TO D FIBER ROLL 410.00' NWI51261W COMMON SYSTEM. F7- S' SBI. 1500 GAL. u, I SEPTIC TANK. �_ I », I I 41 I I y t ' I 1 DIGGER PINE TO BE' REMOI(w,(W RESIDENCE �]{f r LOT AREA= 106205F. LOT COVERED= "I S.P. tl2'-4" LOT COVERAGE 35.5195 I $ :ti L V11 � I I -4' DRIVE Q I �--- WATER cv O �1 GII Kl �r loom b +0 I x-48" WALK TYP. - EXP05ED AGGREGA FOR WALKS AND OR VE. 20' SET BACK LI \j_ 1 ' UTILITIES. --� f O 0.00' N05°15'26'W O �� �� "M � t I Z 0 J I. All work On this project shall Conform to the 1997 edition$ Of the Seismic......,3 UBC,,2001 CBC and any other applicable county and/or city Codes and I- All flashing shall be 26 Sao Salvo iron unless Otherwise noted. wind ........... ordinances. i Prime & Paint to match adjacent construction. o*75 VPX Written dimensions are to be used, do not scale drawings.. Floor Live Load.......... toog0041,0*0 1 1 2. 2. Flash and counter -flash at all roof/wall connections. 40 PSF Specific information On the drawing differing from these notes 3- Provide 941V. flashing at all wood concrete connections. 3- Roof Live Load ....... $hall apply.VSF 11xc0Pt as noted on the Drawings, nailing shall be as QPecifieds 49 The contractor shall verify site conditions and their correlations with the drawings. Joist to Sill or S. In the event certain features of the c I. Gutters *hall be 3 1/20 �%Affx galvanized I. Concrete Shall have construction are not fully Downspou ized metal Ogee, ingtan 'a miuim= 'COM"SsivC. Strength at 2$ days Bridging to Joist, toenail each end ...................... 2-8d over fascia board. to to be 30 diameter. and a maximum slump of: BhOwn'On the drawings or called for in the notes,, then their I" x 6" ftbfloor or lose to each joist,, face nail ........ :2-8d i Strength....2500 psi SItuip conytruction shall be of the 84me character as for Similar EM 8= mm 2. ***o99**4N Wider thim, In X Gis subfloor to each Joist, face nail.. conditions that ar* shown Or called for and shall be approved,by Construction joints shall be proparod to expose clean 20 subflO*r to Joist or girder, blind and face nail .. .... 3-8d the architect. embedded aggregate over, the, entiro eant Solidly 6. 3. _Joint Interface. S016 Platt t Joist or blocking, The represent the finished structure. Unless otherwise I- Fire-StOPping shall be provided to cut Off *11 Concealed draft Placement Of Pipes, conduits Or otter embedded item in the 0 Indicated,. they do not indicate the method of construction. openings (both vertical concrete shall be in accordance ty Cal face nail ............................... 16d at 160O.C. and horizontal) and xhall, to= a barrier with these Drawings. 80?01 plate to Joist or blocking, 7. All interior wall* to be 2 x 4 studs at is* o.c. U,.O.tj.. erior between a top story and roof Spaces and in the following specific 4. Contraction joists in -slab$,, shall be 20 placed that the at braced wall panels ......... . Xxt wali$ to be 2 x 6 at l6a O.C. U.N.O. locations S maximum dimension and area per Of any Section do not exceed 30- TOP Plato to studs end nail ............... feet and 600 square feet, respectively. Stud to sole plate ..... o#*-*-*4-8d*toenai or 2-16d, end nail - egress a. In all stud walls &W*partitions,' including furrea spaces, so S. Structural Steel shapes# tubes and Pipes embedded in concrete Double St4dat face nail ......................... 16d at 240o.c. Bedroom window finished sill height to be 44 A• in exterior or interior stud walls, at ceilings windows. All exhaust fans, gas ranges* and clothes dryers to be vented to placed that the maximum dimension and My concealed space is $hall have a minimum Of 39 COACrebe cover. not over 10 feet. Doubled tQP Plates, typical face nail ........... 16d at 16"o.c. outside. 6- Bottom$ Of all footings shall rest an girm* undisturbed *oil. Double t09 Plates, lap splice .............. C• W Other locations not specifically mentioned above, such as Minimum depth is noted. on.Drawimju. 10. Finish grade and finish floor elevations to be field Net. Drainag* Blocking between joists or rafters around all structures is to be away from buildings at 1/411 per foot hOIGS for pipes,, shattialat behind furring strips and similar EX12=1ma to top plate,' toenail................::...................3-id slope for minimum 41. Swale as required. Places which could afford & passage for flames* Rim Joist to it. Dimensions noted "clear" or "clr1# are minimum required dimensions 2* ; 111:10P plate, toenail .................. 8d at 6" 0. C. Ps"tTatIOAS of rated assemblies shall be fire -Stopped. Fire TOP Platte, laps and intersections, face nail .... and must be accurately maintained. stopping Shall be on approved material as prescribed by the state I. Reinforcing steel to COnfOXM to AM A61S and be Intermediate Continuous header, *2-16d - or face of fire Marshall. deformed bare - t"a Xt grade 40, two piecte .....................1`d at 160 O.C. along each edge 12. All dimensions are to face of stud, face of concrete. grade deZ masonry, unless otherwise noted. 2. Unless noted, reinfOrceiimt bars to be lapped Tqin1=M 40 bar ng Joists to plate, -toenail..........................3-!d Coil diameters. Cont OUS header to stud, toenail ..... *oo 3. Benda in reinfor cement -sh&12 be in accordance with ACI 31SI-89. Ceiling Joint$, lap over partitions, face nail ........... 3-16d ltosr Ursa XUK=I= V=2 4. All dimensions Shown for locations bf reinforcing steel ate' to Coiling Joists to Parallel rafterst face nail .... *00009oo3-16d face of bar and denote clear coverage. Imlext specitict, lly noted otherwise, concrete Rafter to late toenail.....................•............3-!d I. . All Outlets in bathrooms, drOx8ing rooms, kitchen counters, and at coverage Shall be 30 where concrete 10 brace to each Stud and plate, face nail. ........ P. I. devices. I. All -exterior doors and windows shall be wettherstripped. exterior location to have Gj is Placed directly- against tarthe and 2v where concrete is 1" x 4" Sheathing or less to each bearing, face nail ...... 2-$d 2. All* Joints and penetration* in exterior walls, floors, and ceilings 2• Xlectrical contractor to verify all fixture and device exposed to earth but -is against forms. on grade shall Shall be caulked and Sealed. with owner. iCe locations have reinforcin at mid -depth unless Wider thea I# X 8" Sheathing to each bearing,, otherwise noted. face nail ................................................. 3. fthaust tang and tan systems to have backdraft damper control. 2,0 1, Xlectrical contractor shall pre -wire 5 Splices in continuous reinforcing #hall have a lap of 40 bar Built-up corner studs ...... 3-#d 4. Shower heads and faucets *hall b* certified by the C.X.C. outlets. for telephones And T.V. diameters minimum in concrete construction oo.o..16d at 24110 .c. except where shown otherwise. Morizaital ISVX in adjacent bars shall be staggered top and 4. Smoke detectors shall be Provided in compliance with local buildi bottom OAdstaggered ......... 2-20d at ends and it each splice S. All gas appliances shall have an intermittent ignition device. Built-up ruder and •beams. 0 6 0 0 020d at 320o.c. at 6. Exterior wall to be Insulated with R-19 insulation. attic gpRcea to code *9 shown on drawings,, direct wire W/ battery backup. ng 5'-0" minimum. Vertical bars *hall be a" piece ftll.heicrht. 20 ...... 2-16d at each bearing be insulated with R -3t insulation. floors to be insulated with It -19 So 2160trician shall Install all built-in appliances. insulation. Interior sound insulation to be 3 1/20 sound Batts, 6. Provide 110 V Outlet and switched light within 25f Of IMC unit for typical at master bedroom, utility room and bathroom walls. service. • 7. Exterior windows, and doors with glazing, Shall have permanent XFRC 7. Provide minimum 200 &V electrical service. 1. install holdownx, per mawfacturorl's Specifications. Unless levels attached, U -values of doors or windows shall Moot Title 24 $. In the kitchen, dining room, or similar are& of adwelling caldulations. the two erasers 20 -ampere small appliance branch ci unit, noted otherwise, h6ldowns shown adjacent to a window or a door 14 rmitx required shall be attached to th0tingstudo. FIBER ROLL--� $ Title 24 Installation -Certification form CF -6R shall be posted shall Serve all receptacle outlets and receptacle outlets for 2. Provide continuous edge -nailing through plywood to Studs which prior CONNECT TO to issuance of Certificate of occupancy,. refrigeration equipment. Counter top receptacl have a holdown. COMMON SYSTEM. 9. Ducts to be constructed per U.M.C. 08 Shall be Provided -mom 01� omm Cigna 20. water heating equipment shall be certified by the . C.E.c with A =in- Of two small- branch circuits. mom sow beater energy Water 1- On* Outlet On 0 separate 20 amp circuit must be Provided for the V factor to .6Z. Pipe within 51 -00 of the wa * * "I-, �'. , laun 01 .tin unconditioned space) shall be insulated with R-4 insulati*n. Ca 0 the ter beater dzy area and be within six feet of the intended location n of h Il. Mochanical equipment energy rating apPl'anC*- this circuit 8 W I havo no other outlets. 1. in addition to framing operations normaX to the fabrication AF= ."IS for the furnace. a= 3-0 Provide era -fault _f 12 for the cond. unit,. 10 ault circuit Interrupter breaker at the main panel for and erection indicatat, an the Drgwings, Install wood blocking > *11 bedroom Outlet circuits. and backing reVired, for thO'Work Of, othof trades. 12. Insulate all ducts in unconditioned xPace with R-4.2 minimum , f I' SAL. insulation. I Security Contractor to Provide security SY$tems'Verify system with 2. Structural douglas fir i0f the grade* 1500 C F owner. 134-, All windown to be standard 12. Audio system contractor to provi" 8 indicatedl or better OMft'grading rules): dual with vinyl f rames. 2 x joistm and raftets Not 2 i4.; Lamps used in luminaries for general lighting in kitchen% and system with owner. urround sound system, verify SEPT10 TMK--> L-'?. Posts a beams I bathrooms shall have an efficiency of not less than 40 lumens per watt (usually fluorescent). Studs NO* 2 Silu plate$ No. 2x1 15. Insulation Certificate is required to be posted at the residence sill* on concrete pw prior to the issuance Of 0 Certificate of Occupancy. Provide attic ventilation at areas with attic. Venting to be ata Misc. framing not noted NO., � 2 • mum - a Elm= ratio of 1000. At least 50t of the required vent area shall be 3. Wood xillS bearing concrete *hall be bolted with anchor bolts provided by attic vents located at least 3 ft, above the e&ve vents as noted on, foundation plan, bolts Shall be within 120 of end with the balance of the required ventilation provided by the eave of each piece. Each sill awl receive at least two bolts. 1. Doors, windows* and shower doors within hazardous areas to be vents. r Each bolt to receive a 20 x 20 x'3/160 - xqo -steel washer, This • impact resistant glass. 2. Provide 6OX240 galvanized vents at areas with crawl space. information will govern unless more stringent criteria is 2. All glass Jose than is* above adjacent walking surface's Or within"- Ventinq to be at a ration of 1:350. Locate vents dost to Corners indicated on-plani. 24" radius of door jamb* in closed position shall be fully *ad on at least two opposite sides to provide arose ventilation, 4. Bolt holes in wood or steel shall be 11160 larger than bolts. tempered. Cover vents with 1/40 corrosion resistant wire mesh.. All nuts shall be tightemd when placed and x* -tightened prior 3. All window frames to be got in full bed of mantic. Lap building wrap over window flange except at sill. to application of finish or at cavivetion of job. 6. Framing Hardware: shall be Simpson STIM-TIN or approved SMIT AMMMS INATM, A equal* With connectors " speditiod In Catalog NO.C-2004., Install connectors with nails and/or bolts as Indicated in the i 1. Provide a prominent identification number at. each, 1# The heat loss and beat gain of the air conditioned portion of the catalog. • .unit not tons building Oball, be dei*rmiaed by a licensed heating and air 7. Wall top plates xhall have joints at a stud conterline. than 4" in height and which is easily visible trots vehicular and or pedestrian traffic. conditioning contractor or engineer. Such person shall assume all responsibility for adequately heating and COoliug'th* building • HNMMI EM 2. The systems shall be properly balanced by the Mechanical contractor, 3. It shall be the responsibility of the Mechanical contractor to 1. Submit plans and calculations to architect and suilding, 10 4"166ER PINE I. All exterior and interior door bar to be as Selected by owner. Department or to installation. Exterior and interior hardware finish to be an selected bk owner. verify in the field that VegiNtorX* ducts, etc. are not located so Truss data IS and calculations for roof trusses shall be TO BE REMOVEP. A • Pte ail exterior door* alike. as •-to cause subsequent damages to structural Members in the 2. Privacy locks to be provided 0 Master bedroom all bathroom do framing. prepared and signed by a calitornia Registered Civil Xagim-1031 Provide 1 1/2 Pair butts per door. or$. 4. All electrical disconnects, service wiring and conduit *hall. be substantiating adequacy of trusses to support dead Plus live CM Q 4 � ~.. ft - 3. Made by * that Electrical contractor. loads. Control devices - and their WT AREA= 4. itach door . to be provided w/ door Stop. installation shall be by the Mechanical contractor. 10620 5. Provide R/A grille with filter. MM•Lumam D= LOT C0VS1;W= Sri S.F. 6.-- All XVAC registers & diffusers to have adjustable dampers. i.. Materials, manufacture and quality control of glued-limin;ftted N2' -,(•N Rb� LOT COVERACEs 7., Provide dual setback thermostats. beams shall be in acedrdauft With So All exhaust tons to have back4ratt damperANSI/AITC A190 - 1, _ and a minimum of s full sho air changes per hour. Vent to outside air with a discharge a Fabrication Shall be in an approved tabricatom PS, of I. All gypsum board seams to be taped. Texture walls and coil 2. Laminating combination$ '4ball meet the COW ings with ninimum of 3 feet from Opening that allows air entry into JgK',j*-Jue9 equal to light knock -down finish typical U.N.O. (provide smooth finish at ocou Led portions of the MoUg. ANSI/AXTC A190.1* and shall. provide the des wallpaper locations, confirm locations with owner. or exceeding the values noted In table 23-;-C-le 1997 Uniform go Provide condensing unit an concrete pad. Confirm size and location, Building Code for the appropriate combin4tion noted On the 2. install green board at all wet areas. 10. See plan. for location of XVAC unit. COnfim six* and location. 3. Install metal edge at all evosed exterior corners. plane. Unless otherwist. noted, used for this Project 4. Cut *11 Openings for outlets, switches etc., score & knock -out shall be 24W -V4, DIP/DF. method will not be used. 3. Glued -Laminated Members' shall been a Quality Nark and a 5. Gypsum board to be painted with primer coat prior to texturing. This to indicate 1. Porto= all work necessary and required for finish woodwork Certificate of Conformance Must be pro F0 6. Wrap all windows 3 sides with gypsum board. including, but limited to: conformance with ANSI/RITC A190�1. This Certificate Of 7. Fasteners *hall conform with UBC table 25-G and *hall be applied in Conformance *hall be stbaitted to the field- inspector prior to A., interior trim and Millwork. such a manner on not to fracture the face paper with the fastener a. similar assemblies of finish wood. completion of the tramitg inspection. I -Laminated members used In exterior applications and not head. Fasteners shall be Spaced a minimum of 3/$ inch from edges C. Ranging Interior doors. 4. Glued and ends. Do Installation of manufactured items not specifically noted to protected rom. moisture Shall be Alaska -Yellow Ceder. !• All edges and ends shall occur on the framing members,, exc:eg",,�, those be Installed by others. Combination: 20E -V12 ?,C/AC# 1bn2000 psi# M01.1;.500 000 Vol, to edges and ends which are perpendicular to the framing mo to* 20 materials t (perp} 560 Psi. 91. Fire -rated assemblies *hall have joints treated (taped). JL.. Cleats and hook strips: Vine. MLK Typ, B. Closet shelves I x 12 particle board. AeGAE(5A -E PALM= C. ftndOwv to be trimmed in wood an all sides and painted. FOR KALKS AND OR VE. S 3. All Millwork shall be fabricated and assembled from measurements* re4kiftelimts oich panel shall be 1. Perform all work necessary and required for completion 'o't the taken at the sitat. GENERAL VI%OVISION A. Ide=tifJLC&tiOU an required to complet* the finishing of the buildine. At Casing trimo Cleats, etc.:"I'apply" with' appropriate size nailIC, 't )Vropriate trademark of IT- project'. the American ideintif Led with. .110 &I Painting of electrical work in finished areas of the building and Countersunk and filled. All materials shall be applied to solid Met the requirements of access doors in included. Plywood AsXCA1-%'9.Z'$�OU# and thall.• ! i a -ti- ba or applied with appropriate fasteners. the latest ew- -wn of U.X. Product Standard.PS-3. Or One 2. No painting or finishing shall be started until the surfaces, to be 59--_ All e or trim, casing *to. I; to* be Painteds, finger -J oint. •of APAIs PerforManC6 Standards- tins -ra P or finished are in proper condition in every re"Ct. 6. Verify material and finish for all now cabinet*. B. panel thickna-ss, grade,.and Group number or span Application of first coat shall constitute acceptance, 7, Provide -crown, moldings in Uving Room# Dining, Kitchen/Family, steal], be at least equal to that Shown On the drawings 3. Wood surfaces shall be sanded and dusted clean. Putty all, nail Master Bedroom. Application shall be in accordance with 3:ecomaendationS 20 -T BACK LI holes, cracks,, etc. after first prime coat. So va" boards to be S« tail vain. of the American Plywood Association* 4. Leave all glass areas, stucco surfaces, floors walks, hardware, and So Provide bull nose edges at all corners. C. nails at plywoo4 panels shall have 3/$* Wge distance and any other surfaces clean and free of paint, stain, spatterings, nail heads sbal"I not V8UotVRt41 face ply. 4 smears, smudges which are the result of these operations. Rlap"re D Plywood panels aball butt at centarline of single any glass damaged in any way. supporting member.vith edge nailing from, each panel into MVE that member, .0 ywoo& floor# 03: Wall, sheathing Shall be WATER 3.. The drawings are schematic and indicate the systems and equipment so No piece of, I UTILITIES. 1. No carpet shall be laid until surfaces to receive it conform to the to be used. Plumbing contractor shall verify clearances, -shall Jar less than 3.2i I in . least dimension. 0 P manufacturer* is specifications. 2. Roop GMTHING 2. Carpet shall be installed wall to wall, smooth and free from out and coordinate the plumbing work with the work of other trades, - A. Panel roof Sheathing owl bi APA RATXD SNUTMG 0 and shall Confirm the location of and install sleeves and hangers nailing *8 per dftV-i33g8* Install with the long wrinkles, frays, lumps or other defects. 90 that work of other contractors is not delayed. Size a except where dimension Of the -Panel across Supports* 0" 010100, 'Wow '10.001 10541512611AI 3. Carpets to be selected by owner. 2. Install gate valve at service entrance to building, noted, and with patel. continuous Over two or Morespanso toom low -3. All fixtures shall be Supplied with hot and/or cold water, waste 1140 spacing at Allow I/$* spacing at Panel ands, and 5X= 3MUL and vent piping as required. Waste and Soil lines Shall comprise a panel edges. Complete sanitary System from.each :fixture to, and connected with 3. SHEMNALLS I Sheet vinyl to be installed over S/S" particle board underlayment. the waste System. sheathing shall be APA RATUD SMTNING SX? I Fasten to subfloor with panel adhesive and cement coats Screw shank A Panel wall nails at Swo.c.. 4. All waste lines Shall have a continuous fall of 1/40 per foot size a nailing per, drawings. Allow I/V Spacing at all +0 2. Fill and Sand all ridges, nails holes, cranks, and depressions, inside the building. Instruments shall be used in setting line and panel end and edge joints. 5. Cletnouts *hall be placed to service waste system in accordance TIS with applicable codes and best plumbing practices. No underflooi7 I. wall, ccunters,-shower* end misc. tiles to be selected by owner. cleanout shall be located More than 20 feet of an access door, trap ENVIRONMENTAL HEALTH door, or crawl hole. Tile to be met over grout bed. Approved backf low prevention devices shall be provided on hos* DEC 7 R 2004 2. Grout color to be selected by owner. bibbs. W FIBER ROLL 7-J 142 X LI 3. Floor the to be thin set. 7 CHIC9, CALIFORNIA INNA GA5A 51 E" \/15T0(/I-6o?D- 0" 0. 5 go 15 20 1ROA13ionX AR No. 186 it o. IL Ov tu IL OL ��o< t"2k < < IS) C) Date: 4-15-2004 Drawn: AK - J6 n*.-. 05-162 Sheet Of.. 0 N 0 U cf) P" x OD #-N 0 U U; 0 U. 0 Lo 0 (D 0 00 AR No. 186 it o. IL Ov tu IL OL ��o< t"2k < < IS) C) Date: 4-15-2004 Drawn: AK - J6 n*.-. 05-162 Sheet Of.. Rwisions: Ae$-16-2004 2A II -12-2004 iii G�SEO ARCy�T� * N 1869 REN I O 9 ro a n r LU rn Z 0 / 0 U O / N ii - CD C O c V N� WmCD O C x CD Cf) Q� O v LLA LU a a� Ar < LL- n lu V � 0 V G�SEO ARCy�T� * N 1869 REN I O 9 ro a n r LU rn Z 0 / 0 U O / N ii - CD C Date: 2-26-20C Drawn: A%K Job no.: 03-162 Sheet: Of: , d O � O v LLA LU C� < LL- OL lu � � o o<� � J Q ZLaU Date: 2-26-20C Drawn: A%K Job no.: 03-162 Sheet: Of: , SLOPE M. VARIES -V 2! -V 5/44 x 5/40 ROOF FLY N= STAKES -V MAX 4' SPACING -V ENTRENCHMENT DETAIL -V NOT TO SCAM ROOF 1:1.y el -V -V -V 0516 STRAP 1�1 - "" r-19MMR ROLLS BLK6 TO BLWC? AccumLILATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY X -V -V ell • If FIBER ROLLS ARE REMOVED, COLLECT NO DISPOSE Of SEDIMENT - V OTHER 6F4M DISTURBANCE TO BLEND WITH ADJACENT 6ROUND. IN. INSPECTION AND MAINTENANCE VERTICAL SPACING -V el INSPECT 6MM PRIOR TO fWWA6T RAIN, DAILY DURING EXMM RAIN MEASURED ALM M -V r KI -1 EVENTS, AM MIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT FACE or- THE SLOPE THO-WEEK INTERVALS DURING THE NON -RAINY 55CASON.. VARIES BETVM 10 NOTE. •-V INSTALL FIBER ROLL ALONG REPAIR. OR REPLAa SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. AND 201 L — — — — — — — — — — — — — - • IF THE FIBER POLL 15 USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION A LEVEL CONTOUR CONTROL DEVICE TO MAINTAIN 9M FLOWS, SWIMENT THAT ACCUMLILATES IN THE 5W MUST Be PERIODICALLY F040VW IN ORDER To MAINTAIN 8W EFFECTIVE1,C55. INSTALL A FIBER ROLL WAR SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF SLOPE WHERE IT TRANSITIONS THE DESIGNATED SEDIMENT STORA61! DEPTH, USUALLY ONE -HAV THE DISTANCE INTO A STEEPER SLOPE. BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT 61tM SURFACE. SEDIMENT REMOVED PURINS, MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. • IF FIBER ROLLS ARE USED FOR EROSION CONTROL, SUCH AS MINI CHrZK DAM, SEDIMENT REMOVAL "AD NOT BE REQUIRED AS LONG AS THE SYSTEM CONNM TO CO MtOL THE GRADE. SWIHW'C&"a 54'5 WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. TYPICAL FIBER ROLL INSTALLATION - E3LK'& DETAIL NOT TO SCALE SILL NAILING - SEE PLAN FLOOR FRAMING - SEARING WALL - SEE PLAN SEE PLAN M AT 46' Of LA. JOIST Typ. U.Ox LVL BLOCKING AT 460 O.G. ROOF MY. EN ROOFING TO BLK's. 2x CRIME 5/p Cox SWEAR FRAMING5/S" WITH bd NAILS v. AT WO.C. EDSES 2x PTHF MVSILL. 12, O.G. FIELD. Sm PLAN FOR SIZE AND SPACING OF IF HEIGHT OF STUDS is W55 r ANCHOR BOLTS THAN W, PROVIDE SMID BLOCKING OR PLYWOOD SHEATHING. r- &IRFATM THAN • W, FIVft WITH STUDS HAVING dJ il THE 512E REWIRED FOR AN (o ADDIT30HAL. STORY. l6d SINK AT TRU55ES 61, O.G. U.O.N. CONT. #4 BAR 12' TOP AND BOTTOM NAILER >< RBR TO PLANS FOR ADDITIONAL INFORMATION 14 1 I 8r5`N5INC-7Lr= STORY INT. BEAR INOFTO. DETAIL SCALE: V P-00 %ALE: I'm 1'-O"� ROOF PLY EN ROOF PLY TO TF. ROOF PLY EN ROOF PLY TO SWO TRUSSES > opI I5/60 WX SHEAR OVERLAY FRAMING MY WITH bd NAILS > EN 7--41-1 AT 6' O.C. EDSM 12" O.C. FIELD. 2x STUDS AT 16, O.C. U.O.N. II .II OONT. SILL. 5/6' CDX SHEAR Tt< I I I I ROOF PLY.-�j PLY KV 6d NAILS AT 6.04. 12' O.C. FIELD. EN > II II < MWO iI II I II II i 16d SINK AT 6' O.G. V.Ox ELK's 16d SINK, AT 6" O.G. U.O.N. L- — — — — — — — — — — — — .JEN NAILER. <—SHEAR, PLY Se PLAN -L HEAM NAILERENVIRONMENTA T.P. DEC 2 8 2004 Ci 7l "�� � NIA CHICO, C10 i I-IFjil or:TA r4 IL DETAIL SCALE: I's IW Revisions: .0 N 00) N 10 u N 0) OD CD U 0 cl 8 0) < 0 u AkRRR v� G�� HA No. C 18693 REN — I Date: Drawn: AK Job no.: 05-162 Shoot: D IL ~ Q Ov Lu < C) < OL Lu Lu < ks) C, (j) Lu < kn C) Date: Drawn: AK Job no.: 05-162 Shoot: D