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Home My WebLink About069-210-033'it . i Building Permit Number: 0 3-( X04 Owner Name: Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C), 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate ' will also be required - -" - -- - Note: -We will normally acceptthe requirements: following as compliance with the flood elevation I. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than l foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 1 of 2 Building Permit Number: O— Osp Owner Name: GI ►,�� Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures and a ui ment including overhangs shall be clear of all easements. A setback ofd_ eet rom the side and� feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 y M.H.I. -2 1. Owner's Name: /-I �'ZS% P2-c�ej(? Sr 2. Assessor's Parcel Number: 6V 2/- .3 3 3. Installer's Name:cwt � T&s 1C4,Aet---) digzt� 4. Is the site currently under permit? Yes[ ] No[ ] Permit No. "WIlew 5. Is the site an existing site? YW No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? 1 O O Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] NoNA If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propanetj None[ I 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIRE OF THIS FORINT MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION R1 nr\ uU L JL May 1995 8.5 Mobilehome Manufacturer: iL %'V- tl F & (:'D, Manufacture Year: If other than single wide, furnish Setup Model Number: 1 6 - E - Width: X4- SE' (ft.) Length: 5l0 V' (ft.) Tagalong or Expando Size — (ft.) x — (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[X] Other: Pt PAD S SUPPORTS: Concrete block(K) Other: Provide Tie Down Specifications for all Mobilehomes: N/9 - Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 2 Line 2 Line 1 .ine 1 Line 2 Ane 2 Line 3 Line 2 Line 2 Line 1 Line 1 Piers: ��►1-�A�AT`a'°j Line 1 Openings Size minimum: r i x r i. Size minimum: [ ) x [ ]. Spacing maximum:Each side of openings From ends -maximum: with width over: I` Line 2 Piers: Size minimum: Spacing maximum: G ` O ` From ends -maximum. 2. ` . O'° ` Line 3 Roof Loads: Size minimum Location (from front) Line 4 Piers: '''%p, Size minimum: [ ] x [ ]. Spacing maximum: E I` From ends -maximum: ` >oK`f 3oW 3ox48 39x48 2�x2y A�x2q AVA o A lx* x'128 'I1�8 ro'�-j� /o3gm do�� aoa� 5,24 Se+IG{� Line 5 Roof Loads: 1-1/A Size minimum: Location �� ,. May 1995 0 9.4 a ;, N 8.-5. �.-5. W66 II Morning R 69.30 Sc 3 c 5 5 2 Nj 16-815116" — i 16•-815116' _ r� W6 W-76 W66 12� trr• Ridge Beam 5paM W Half 12-4 1/2" m. Ride Bean Spars'8" Half W66 FArc=s W-71. !- j� a W-66 w-66 w-76 w-76 b Uj DF2/3/4/5=14 w66 w66 Egress 6 Oot. Bedroom #4 1 5 93.06 5q. Fs. TI 6 F9 0.2 db 11 6 —. Srnoxc detwtor �.-0. to this to atbn w/ jo6t5 opt. cedroom 84 Notes: 30# Roof Load Arc h i tec to ra l fl a c k a ge See DAPIA pages li5tad for variasiore: 4k - Ridge Beams: 016.001", 016.00G r+ 5nearwall5: 014.040 & 014.042 N01"E5: •• KR Mawfacturcg Gorrgary j Corporate Fsgu,ccrirg Smico Column Suppom5: 017.100.017.151 (1) Floor plan may vary due to availaft options. -1e a P.O. Box 990 GaidWcJL Idaho 83606-0990 Headers: 009.090, 009054, 009.095. 009.096 (208) 454-9291 (2) Hcat register 5iu = 4' x 10'. Matrfacwrug Facility Caldwell Idaho (208) 459-1575 (3) Hcac duct 5iu = 5' x 12'. (4) Gmswver duct 5iu = 10' Diameter. Scale No. Revi5lom: By Dace Stamp Title 76-E-24 O t 2 3 4 5 6 7 6 9 10 Section Floor f lan5 BTU ARI Capacity 51.000 Actual Window Sol. Ft. 142.00 Drwn. By MJD Page 2 of 10 Kit Manufacturing Company —` Wind Zone 1 Model 60X28-3GK2 I Sheet 184.52 1of2 P.O.6ox 990 Caldwell, Idaho 83606 Any alterations done to this home , (Reaue5ted by the dealer or home owner) are not reflected on this blocking layout and must be, allowed for at time of set-up! a? N r.lY-v Vd7 IIIIGL T = Column Support Locations = Marriage wall locations Refer to Setup manual for 5tanaarcl piers reauirea in addition to those Shown below: Pier Blocking Only! Plan subject to change with out notice. 0 N r -*-52'-/-. 1/2" Electrical Inlos �-26-11" Drain Outlet - 3/4" —551-113/4" �-19'-5 1/2" +12'-6" C0 x--47-51/2" 1-36-8 71161' �q 54'-6" Water inlet 26-11" Secondary Drain Outlet 9 Blocking locations are identified down the marriage line with a blocking tag or paint man:. These locations Should be checked with this drawing and if a tag i5 mi55ing, a block Should be added to match the location Shown on this drawing. 1 -Beam 1 -beam 1 -beam 56'-C' I r "- with Loads At Golumn Support Locations ® E HgYr tboilkmf dsaraa pimabnelS ppo ss or nu nage wall / maY rot be il45srased on pian a'covc. I(Column Su000i-t Locations Half 30#.°LL- Roor'_Load 45# LL Roof Load 60# LL Roof Load 90# LL Root Load 120# LL Roof Loaa ai 0 N u Drawing No. (Page Su -low 10 1 s� .o 0) i :EW Cz N =i C, I� �I m �Y of r7/:` s= n ir) )ti.4 I I+ili+\i I nen+inns 2"x 2"x 3/16" STEEL ANGLE CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED ` 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. (8) REQUIRED 1/4" STAND BASE a s' ABESCO ABS PAD #503 DETAIL "A" 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES Q ABESCO ABS -PAD #503 r: - a STEEL MME j „7V SEE E AIL' <A=, r COACH "C" FRAME 2" CHANNEL 1/4"x1-1/4"- TEK STS (2) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (2) REQUIRED 3/8"x 6"x 6" STEEL PLATE 1/2" A307 BOLT (2) REQUIRED a / 36" IMAX � 10.00 --+{ TO BOTTOM OF PAD -r0 0 01/2"x 3" C.R. 10.00 LOCK PIN WITH 01/8" BRIDGE 0 O PIN 09/16 HOLE (TYP) STAND BASE TOP VIEW j?%QNESSl0,V I ysal 0 TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 1/4- GRIPPER PLATE COACH "J" FRAME 1/4"x1-1/4" TEK STS (4) REQUIRED 1/4" GRIPPER BASE 1/2" A307 BOLT (4) REQUIRED C—BEAM J—BEAM ATTACHMENT ATTACHMENT 8" 1/2" DIA. HOLE (8) PLACES r 30" —I STEEL FRAME TOP VIEW STATE APPROVA1L ,r0 p d z a ELI Q• ��z E r 1 Q O a w Q r Q o. d¢ ,Nm m zgo Z � g O0 z asa WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 1 of 3 GENERAL NOTES GUS GUARD TUF-1 1. DESIGN LOADS: LIVE LOAD - 30 LB. FLOOR LIVE LOAD - 40 PSF WIND LOAD - 80 MPH EXPOSURE "C" SEISMIC ZONE "4" *SNOW LOAD 100 PSF (SEE NOTE #15) 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. 3. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE "MOBILE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. 5. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1,000 PSF TOTAL LOAD SOIL PRESSURE, AND SHALL BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. COMPACTED SAND MAY BE USED TO FILL LOCAL VOIDS UNDER PADS. 6. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -370 PLATES -ASTM A36 BOLTS -SAE GR 5=ASTM A449=ASTM A3725. 7. THE GUS GUARD ASSEMBLIES SHOWN ON THIS PAGE SHALL BE LISTED AND LABELED BY BSK AND ASSOCIATES FOR THE FOLLOWING LOADS: ALLOWABLE LOADS: HORIZONTAL VERTICAL GUS GUARD TUF-1 2200# 6000# GUS GUARD MGP PAD 2200# 6000# GUS GUARD E -Z TIE PAD 2200# 60001 8. DURING PRELIMINARY INSPECTION, THE ESTIMATOR SHALL ENSURE THAT, MOBILE HOME CHASSIS BEAMS ARE OF STANDARD SECTION. 9. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING GUS GUARD TUF-1 UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOUNDATION PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS WHERE DEPTH OF FLOODING DOES NOT EXCEED THE HEIGHT OF THREE FEET. 11. MULTIPLE UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT. 12. SINGLE -WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. s (SEE SHEET /3) • 13. ALL METAL COMPONENTS AND ATTACHMENTS ITEMS SHALL BE PROTECTIVE COATED. 14. WHEN CONCRETE SLAB IS IN EXISTANCE, PAD IS NOT 16. FOUNDATION BLOCKS 16"x 16"x12" POURED IN PLACE AT GROUND LEVEL MAY BE USED AT INSTALLERS DISCRETION ALTERNATIVE TO PADS. SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES E= 2' MIN. / 8' MAX. E= 2' MIN. / 11' MAX. S= 6' MIN. /16' MAX. S= 6' MIN. / 22' MAX. VARIES 10'-70' (SEE TABLE ON SHEET #3) E �► S S w !"— S E u u u ❑ ❑ u RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER a ❑ (TYPICAL) E ❑ ❑ ❑ ❑ LIT ❑ ❑ ❑ ❑ 8' NOM. ❑ 2 NOM. PADS IN ANY PAIR MAY BE STANDARD M.H. FOUNDATION ROTATED 90 DEGREES OR PIERS AS RECOMMENDED BY PVC SERIES OFFSET TO OTHER SIDE TO THE MANUFACTURER OR THE AVOID CLEARANCE PROBLEMS. ENGINEER. TYPICAL THROUGHOUT SUPPORT PAD (TYP) �i®icE ��., STATE APPROVAL REQUIRED. ANCHOR STAND TO CONCRETE SLAB WITH TUF-1 PERMANENT FOUR (4) 1/2"x 3 1/2" EXPANSION ANCHORS. FOUNDATION SYSTEM 15. GUS GUARD TUF-1 FOUNDATION SYSTEM PROVIDES ALLOWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED ABIESCO-GUS GUARD COMPANY WITH EXISTING STANDARDS REQUIRED BY COACH 5851 FLORIN - PERKINS ROAD MANUFACTURER OR REPLACE THEM ON A ONE TO SACRAMENTO, CA 95823 ONE BASIS. PH: (800) 382-8831 FAX: (916) 383-5207 oN 0 v 0 EO�3b w o 0 0 zaN v z ° z."' o x Q WAYNE T. POLVADO, PE -LISTING NO. F94249 SHEET 2 of 3 v 3/4" DIA. x 18" LG. 1/2"x 3 1/2„ 1/2"x 8" LONG (4) REQUIRED ' EXPANSION ANCHOR ANCHOR BOLT 3/8" CAD PLATED BOLT, NUT & WASHER (4) REQUIRED (4) REQUIRED COUNTER BORED FLUSH WITH BOTTOM AT 8" O.C. \ (8) REQUIRED CONCRETE PAD INSTALLATION 1 CHASSIS FRAME 1/4" GRIPPER PLATE (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED 01 1/2- SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABSTPAD #503 -STEERAME Vr 1 � POURED IN PLACE 16x16x12 CONCRETE FOUNDATION INSTALLATION 1 1 _ ► — it 1 11 LIGHT HEAVY—WEIGHT PLASTIC PAD INSTALLATION 36' MAX MULTI-fiWg UMTS SINGLE EDE UMTS TO BOTTOM Ile OF PAD LENGTH OF HOME 24 WIDTH OF HOME 26 28 44 UP TO 44' 8 8 8 12 44'-1' to 66' 12 12 12 18 66'-1' to 80 20 20 20 24 LENGTH OF HOME 10 WIDTH OF HOME 12 14 16 UP TO 44' 6 6 6 6 44'—i' to 66' 8 8 8 8 66'-1' to 80 10 10 10 10 01/2"x 3" C.R. LOCK PIN WITH NUMBER OF TUF-1 REQUIRED NUMBER OF TUF-1 REQUIRED 01/8" BRIDGE PIN NOTE: SINGLE WIDE UNITS REQUIRE (4) E -Z TIE PADS. GUS GUARD TUF-1 PIERS ARE r TO BE PLACED AT APPROXIMATELY EQUAL INTERVALS ALONG EACH FRAME RAIL I �`�KnAl Exp �► < 37" TUF-1 PERMANENT FOUNDATION SYSTEM ABESCO-GUS GUARD COMPANY 5851 FLORIN - PERKINS ROAD SACRAMENTO, CA 95823 PH: (800) 382-8831 FAX: (916) 383-5207 WAYNE T. POLVADO, PE—LISTING NO. F94249 SHEET 3 of 3 v v r. CDF FIRE SAFE REQUIREMENTS rZ1 D� 03 [ O o Ip AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. nh 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparte:zant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. T1273.05 Turnarounds. If required, will have .a minimum turning radius of 40 feet from the center of the road. [* 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I_ feet long with a minimum 25 foot taper on each end. [�J 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3-. 6 63- hULL1 A1c ? Q41 A;4L(o,J AP # PERMIT # NAM 1273.10 Turnouts. Driveways exceeding 150 feet in length, but '\ less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [� 1. Gate entrances shall be at least two feet wider than:. I the roadway it serves. 2. The gates must be located at least 30 feet from the r' roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. T 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ 2. For parcels less than 1 acre, local jurisdiction_ shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including 1P 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 )r fi:ral inspection of a building permit. Page 2 of 3 �q Z f o _ � 3 6:3 "-[ e66 /k 1 714-)/)1,J oJ AP # PERMIT # NAME Other_Reauirements [ ) If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [� If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 REVIE'„` ED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as submitted approved with conditions 6, altac40'- �d3 2O r INCLUDING ND EQUIPMEN ALL STRUCTURES ®f CLEAR �� ALL EASE+�EWS. . OVERHANGS SHALL �, SET BACK OF � FROM. THS Sii�E AND LINES AND. FROM THE REAR I'RO�'ERTYA I Q, FRIOM THTC RROAD CEN T TL= INE . ,., r� arar.� &ND eQUIPMENT i�c��1 � • . , NOTES RESIDENTIAL . 069-210-033 ° 03-18061 PERMIT NO. MILLINGTON, MARION _ i IG1 "9-LODGEVIEW, OROVILLE NEW MH PERM FND NEW SITE 1 i r ' THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE �f INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. f 4 SPECIAL CONDITIONS —SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY CHECKEE BY i. Address f lFer er By per.__ ELECTRIC Meter By -Date d JOB FINALED (Date) �'L Signature �y I OK Not OK' NotA . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete. Line MH Test Connected 18' cense Decals 1 Verify #'s with Office Dat Card B-1 Date . Card B-1 Datj. and B Date Card B-1 4-!';'7 x, leo A. D- 7,4 lq e. -s 1'.,_ Z l (-v MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 4. Water; Location -Test -Easement Needed (Sketch) Zoning Requirements -Setbacks -Easements 5. Elect ' , ocation-Clearances-Grnd-/ /Amp -Concrete SV j Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails as; Location -Tes Wrap;-/ /" L 'ft. / P Nat. or " L"fPP LPG Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 7. Well Clearance & Disconnq6t 6. 8. Utility Clearance Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Date 9. Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6: Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 Date PER NT END SYSTEM (ONLY) Line MH Test Connected 18' cense Decals 1 Verify #'s with Office Dat Card B-1 Date . Card B-1 Datj. and B Date Card B-1 4-!';'7 x, leo A. D- 7,4 lq e. -s 1'.,_ Z l (-v MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card. B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 50. 17. Water Htr.; Vent -Access -Combustion Air Baffle 51. 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 24. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 25. Elec. Receptacles Spacing -Lights & Switches at Doors 62. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. Infiltration -Wal Is -Windows 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Card B-1 Date Card B-1 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 69. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets at Wood Panel, Int. & Ext. 36. A.C. Ducts Insulation & Support Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 37. Vent Fan, Exhaust above insulation Elec. Outlets & Receptacles at Kit. Counter 38. Condensate Drain & Overflow, Size & Grade Garage Fire Door; Swing -Landing -Closure 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet A.C. Duct in Garage -Damper 40. Attic Access & Platform if Furnace in Attic Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Insulation -Foam -Looked in Attic 41. Sills Proper Materials & Anchors Guard Rails & Deck Construction -Post Caps 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 43. Bearing Walls over Girders & Floor Nailing Clearance Looked under Floor O Yes 44. Draft Stop in Walls (rat proof) Following Instld./Drive O Yes O No/Walks O Yes 0 No/Planters 0 Yes 0 No 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Stucco Brown -Finish 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. &Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: r^.'��•-,... .�^w...�....�,.-�.+-" «,,.Nv...�v,�.,.,�o„r�'M�.:7"' �"'� r.�•wM+moi.,r-s..rx.r-^..--.-...-.�.`.........,.....��,�-�' "1�, r,,, • .. y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .. 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT. NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-2110-0-14.3 ZONING RT - BUILDING PERMIT OWNER M TELEPHONE 589- SQ FT OCC. BUILDING VALUATION . OWNERS MAILING ADDR S 4572 OLIVE HW, OROVILLE CA 95966 Xg 1456 R 98.624. CONTRACTOR'S NAME FEDERAL CONSTRUCTION TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 2000. Permit Fee 54512 - $ 272.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 23.00 BUILDING ADDRESS 494 LO'WMEW DRIVE,OROVIL.LE Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 IAT NO. 139 SUBDIVISIONS NAME KELLY R DIF. FST #3 PARCEL MAP 4R PLUMBING PERMIT Filing Fee 20-00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)Ll: Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 5 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other b -]K Describe Work: NEW M ON P51M FM ISM SITE Gas piping system 1 - 5 outlets 15.00 1 5 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ A5 ()n ELECTRICAL PERMIT I Filing Fee 20-00 Main Service aoov oR LEss zoOA OR 1 23.00 23, DD LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I ❑_,;> I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO t00oA 1 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. so 3.50FT, NON-RGUM.1 MULTI.OUTLE TS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES B20 @ 1. 0 Ex. Occup. oUnED A'.ID )o ER, 5.00 ;Y7em orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I 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. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy- Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. f r ate -- � ' (� �__of4Ap6_21icd!n�T%MOwn4'r A 0,6n ❑Contractor ❑Agent An OSHA permit is requir for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. �+ , ��ltA' Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE �,-- TOTAL FEE $ 423,.50 HAZ. D. FE IM O•b COF PARC 0' PpJ K HD SUE This permit isohereby issued under of the,Butte County Code and/or indicated above for whichtfees have ( � y By !" ` fpERMIT EXPIRES ON the applicable p o ions Resolutions to do work been paid. /9 ��5 Date f z 7/�J Receipt No. -3X 1 � -t /�1°�-S 1'$ 7/70T.57/ �7s�. 70, WHITE-D.D.S.-B.D. CANARY-ASSESTSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530)'891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE A/f OWNER PERMIT No. A routine inspection indicates that the following violations of butte county Ordinances ex ist at the above address and should be corrected. Please notice this office when correction o work is completed. It you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. Date Inspector-, REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41 1� Main Street - Chico, CA - (530) 891-2751 7 County Penter Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE &L-4 / (� 03 — /S6 z OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. C V, IJ S, '0-4��4 C>J Date JtS'y - U Inspecto.r REV 1014 COUNTY OF BUTTE ..-BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 -4— - CORRECTION NOTICE AI OWNER, PERMIT NO. A routine inspection indicates that the,following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is c'ompleted. If you have any questions pertaining to this matter, or need additional explanation, please co , act this office immediately. Date 77/ /Aaz-21 Inspector REV 10/4 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 22 -Sep -2003 2003-0065895 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KENNETH A. DANIELSEN & HELEN J. DANIELSEN REAL PROPERTY OWNERILPSSOR 494 LODGEVIEW DR MADdNG ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 494 LODGEVIEW DRIVE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP FIRST FEDERAL PROPERTIES, INC. UNIT OWNER (if also property owner, write 'SA M") 4160 HWY 49 STE 100 MAILING ADDRESS DIAMOND SPRINGS ELDORADO CA q5b 19 CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1806 530 538-7541 B G PERMIT NO. TELEPHONE NUMBER 9-19-03 ATURE OF LOCAL AGENCY OFFICIAL DATE NONE DEALER NAME (if trot a dealer sale, write 'NONE") NONE DEALER LICENSE NO. KIT MANUFACTURING CO 2003 SIERRA XL 761324 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER H03 KID 0004A/B 56'X26'8" IDA -206158/9 SERIALNUMBER(S) LENGTH WIDTH INSIGNWLABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 069-210-033 SEE ATTACHED HCD FORM 433(A) REV. 8/91 LEGAL DESCRIPTION A.P. # 069-210-033 All that certain real property situate in the County of Butte, State of California, described as follows: LOT 139, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 3", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON JULY 26, 1974, IN BOOK 43, OF MAPS, AT PAGE(S) 44, 45, 47, AND 48 � 9 }�FOUNDATIUl� SYSTEM i'#� ttt .;i fif „°�' 4.a � ,& , f 2 +a k°• }Si �`r�! } r� ` t .��.CERTIFICA�TE�OF �OCCUPIlk rAN,CY.},F BUILDING PERMIT NUMBER: 03-1806 Address or location of unit: 494 LODGEVIEW DRIVE, OROVILLE CA 95965 Legal Description of Real Property: AP # 069-210-033 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: FIRST FEDERAL PROPERTIES, INC. Owner's address: 4160 HWY 49 STE 100, DIAMOND SPRINGS ELDORADO CA 95619 INSIGNIA OR HUD NUMBER: IDA -206158/9 SERIAL NUMBER OR V.I.N.: H03 KID 0004A/B MANUFACTURER'S NAME: KIT MANUFACTURING CO YEAR: 2003 OFFICIAL APPROVING INSTALLATION: DATE: 9-19-03 PHONE: (530) 538-7541 H.C.D. 513C 09/22/2003 08:53 FIDELITY TITLE OROUILLE 4 5362140 NO.723 1?04 • COLD COU14TRY FIOFIEG Sas 644 Gomm sB/20/0a 1Q)�22a� ■. 002 IT W STATE OP CAUPORNIA ' OUCINECC,TRANOPORTAT1ORAND „OUSIN3A4lNGTNU DEII: . O@PARTMENT Ox IIOUOaG ANDCpMMUNt y DEVEIOpNENT ; DNNSIONOF COM ANp STANOARDS MANUFACTURED HDIISINO PROGRAM . �°` MANUFACTURER CEATIFICATt OPORIGIN 0 "iievIR' iTkt ICA 0'UUOA 't Lpo-CUtel! eRieri.A�'iAGO NL. tAW au I 6FD (SINGLE FAMILY OVVt NGj.®MUN (ULTIUNT MANUFACTUREDHOUSINOMTRANSPORTABLE SEC'nONS i COMMERCIAL QOKti. OCCUPANCY aRouP WN kC7UVWrFEfCr--)IeE N ki'1' l7PlAlilrRC.'IUI�NC+ - KI'f' MMUrA—CTUa REss: Hmaij idm Wit, tx. 00146 SIM CAM=SI1R�1' , . ID. SUGGESTED ETAI1 PRICE; 83605' $62 265:00 MIANUPACTUII YRAOE NAM$; C o�051 SIMM R NUM q; DATrOF MANUFACTURE: }L UW4 AMQ EREfOcTRAA�NS.otAa�R NU A+sero_ 05 -LS - 03 ;Z:IIIFIIIR TRARsFeFEREE DE51CN4Tow='D ��m O;ALCR OR TRANBf CRElAVORESS 1110505 05-A-03 65 PLELSW VdSLI�:It ti�1AD H. INVENIORYOREDITORNAp/�;(WRADD 9 3 C.O.D. 61Dpie t!�N[tFRC1VIp > INVENTORY REDITOR'AOORCJ9; ... -. . WME AS ABOVE rev 'clivist le �0>t mARUFACTURIR SIRIAL Numar" Nep IrulpytA op Nyp 4!•06L MUMoeA ie OIClIE4 .morn Nw errl IES W.MEs OUNDS) 2 Frn3. RIIi' b0U4 :6Z2 16d 24i730 2 1G0 G7 25,930 7. �^aevoRTeahoOaBBs: .. .. _ . 2210 ioNd ;A,m bEb7lNATION FOR UNIT OF.SCNINtD AeUve:- C, . ' - JDAW ,1 83681 1 atfijr vNlor Pin1W d EdEj�I• W" dn'!ni tWA* Of In. 91.1. rd• ' e`r D G+�efliln Ing 1110 006Vp TORO OR 1N0 mis OOlfE01. ' 4ChnT m! Ora L' .... S.tool.. . UTI IDIIIjC�110CH1` . �r � � � ...• . t: COIDINAI, fpMMl 'FORwaao to THE D1UEkTonr caloiTna. �+nel6 *li'EraO 16 woWc is N iOiiWARO To tua duu .. ,. MPV 1 (NOOtf61.. t•URWARD TO TNfi OEVARTaEN711T p:0. BON t0iq fiAGRAt+lENTO. CA OSB1L1028, WIT1iIN FIVE SI DAYS 0 ! d '+i."~O•oceel. ' coN? �GI.6OW� P,8%'fiRTO TIdE To�NOPpRt�� TO AOCOMPAN'rlf.fi UNn TO rY>; OGLrINA+�o4, aA1S 0 Rvk A A COPi y,60LOCNROD)' R RETAINED BY YNG IA,.V T TURA IEAOE t C( 410.0: side i - (i10� 09/22/2003 08:53 FIDELITY TITLE OROVILLE 4 5382140 • NO.723 Dos cot.0 CourxTM• 1 for+CC Geo baa oota� oo: =o.lo� io. =o.� r , moa DEPARVENT USE ONLY STATE OF CALfrOtW W BUSIUeSC TRAM$VMTAT0k.AND H0i1lINdAQBNY TRANS cm02PAR1b1Ek1'OFF POUSIaG ARO GOmmuarfT omel.,.ZNT DEPARTYiNTU9EONLY DMS10N OF CODES AND STANDARDS NMH MANUFACTURED HOUSING I'ROMM 0!tlAL NO. DEALER REPORT OF SALE OR LEASE uco CONTROL N0. 5lTV5CC NEW MANUFACTURED HOME OR IlT MULTI-UNIr MANUFACTUReV HOUSING TAR TTPF; LINT EXY to D LN ra UA MOreR TO OEALEe U\G COOF.II/ fGh"epeal ON NAL 6ALPl um PAICR ❑ BPO jK MUNJ4 $r C 4 �. O O MAI, or MAINrACTUE01 KIT 01A/t1P fURM 1.ICr YAE NO. � YAWAPAGTYNER TPACE NgaA MQF it oppBCemp, ctleeteeset iNTreUAannp; 0 Tfiat>OM OR ❑ JTRS CI 7E4C4pt AND DCONFRO • N Ic06R OS er tM\UIgGTvq "'TAL ahem WOE ANA•H+1 NfG OI eA1�/ �0A LFppG�j e rO ..q e...nMTrNInRM QP.ITpnMPl.n•q / r 1'T1 •' I�TIpN .a. (1�1 MANVTAer11At:. M.u1.Yrpiplet 1010 {An/1tM[D tYpIOVU rI/ypFRip) LOkffMll\.:eHl Mr10Tll pnrtivel mawy e7bt N03 9i p ovo*A /D4 a6�i5- (,, Sat, ADC) � TRF �o �- "03 Y,/1) 6004' 8 l DA 490&/ (o 7-. /h a 2ge30 ADD SECTION d DErAm"ENT MEOW gped0l– Dam!11111101 d� Rogtatertetl owo"s) wmn�611 Le. CIM Wddln / 1-►Ryr �os2aL, p PPP L R� IlT 7. MQF it oppBCemp, ctleeteeset iNTreUAannp; 0 Tfiat>OM OR ❑ JTRS CI 7E4C4pt AND DCONFRO CL►n8r111AANing Atltl►!SS Fran'/ !yL 5:>Zs % O PSNf PENT Ad(illlrt0 Qorendrsae pr elRelant then eheve) Shus Roal Address of Unit ary 1i��4Mvn1p e5pQ,ue,, t G► ITP Street f`+-�E TRF Cav Celetly sate ap S"m l / LOO &CLIlM- j TDD DUPT LeOaf Qyy�er ptmAdbrl blMt City ©A o LQ! C.. L ( "" ^ A Stall. =h l_.•• g� (o pa, DUPR 7u®D OCWF e Apoaie p% eieei awe at Moping Addro�i Ale tbtlprinW Q T6NCOm 04 0 JTR9 O TEW,ou AND O CnmrRO Havel r toris N ASIA ttp RPP" RW Llenholder OWL AASF T 4N nensgen e "FllwLlo. oieph onp of lit fpllt•WgR; Q TBNCON OR �'!' OCity Cue• CERTIFICATION 2nmWewn and d4otar higilnp Mow w1ale 10 the herd 0,.17 kmb,dyl Ano betlot loan all tleto•ranm PIIIOI in nee. CCP "-- ••.•• u.• —. s......._ ... _,,,••,u_•A..,r ..... �.......1u. nuwr .•. O./.i. e.� 1Pptcoeen are cue End cctngrr. The enney r.O�Y . r.• e•....Ar..• rO.illn.. M..ne•.1 pRAI....e In n... M\.11\ .rt C./eq. SIGNATM OF YEW RE01AI P OWN0461: e• TOTAL eteD 480. t ()/Ipt o79T f - DenReRallt' COAT 1 - PUTCeNART. Capt' i • Ter Apse"-. r,.�.T . N,.4. w.ni No. 304482 09/22/2003 08:53 FIDELITY TITLE OROVILLE 4 5382140 NO.723 D05 COLD COUMTQv MUME6 Sao a64 9003 09 20/®O 10.22omn a. ®tat SECTION;. ' '• ' ' .'' RELEASE OF SEC R" INTEREST THE uuOfiRgif;;'(Fb INVENTORv CREDITOR RELE (SES ALL INTEREST IN THE UNIT' DESCRIBED OM TME FRONT SIDE OF THIS CERTIFICATE OF 0 IGI . NAME OF INV)eNTORyCREorroR: BICt1ATURE Oi AIlTYOQIIISD HGEN7' L��" 6n RELEAAE GATE: `I`.. o -o �-/ 3 SECTION 11. FIRSTASSIGNMEN 1.•Ib l NNb I,Vi.16: TIN.ta6a,• �� :r,...... ,,,I n a'c _..t Jett a farm shod eesaetEte Ilse FIMI P.o(Ugnmont tottlon %ftn ownsrohi}r nr Intrrn%t is h?intj tfRni(f7t1'0 ip ' o clhettlA0ler For the vehle rmi,*d, It* undersigned hereby frartslors-th4 Cerlificsl� or"In eno the desontied uk thereon to: ADDRESS: —(Strael) (City) ' � (Stals) (21p) ord cerltlfes Ihnl 1he'iihil Is 11t]w arta has not bean registerti in INK or any O"Ier Me. he also warrants the UI(e of said unit of tlate of Oefivvy subject to the hens and encumb(aneee, It torry, as set cul below: NAME OF LIEN1101.08t ADDRESS: :.,., r• ::..: (Street)I cit (zip) TRANSCEROR (FIRM NAME): DATE Of TRANSFER:. ' ' TRANSFERRED AT (CrM: 510KATURe OF TRANSllr fOR OR hffP0tErdENTATIVE; SECT10" III. �:�_. SECOND A38IGHM =NT . , „•, _ _'_- INSTRUCTIONS: The dealer as Shown under the First A slpnment ehe0 C6r11PI8te Intl :sacond Asslgnmarit seclion when owrtorshlp or Im teltr t is ocin tro�aral vd another sector. For the vakie thrAlved, tha undcrclgned herehy troncfam Ihk.CONbpIB Ot O11gIn 9r10 Ih0 oascntiod unit Iheisenro: ADDRESS: ,• (sfree� ' is+efa QIP) end CeMiliiat: that rho unll is new and has not soon rog;slereR f>!ntcumnrencea�an 'as est outbetuo: I. It, (hit Or any other stoie, l+o 4iso warrants Iho t(Ua W 10+141 Witt Of (Imo of dorrvcry; auDlacl to Iha liana and ; NAW OF LIENEKIIOER: J ; ADDRESS: Oil J®tote - ... 7HANC WW3R (FIR64 NAktCl: i,'!S `';r'•�I _ OA TE. Of,�'f�/1N9Pt:R � TFtAf19PL°F1RED AT (GIT•); S16NATURE()F'T>iaaa6iCROfiQR 4E>'RF!,FNTATI '' - - ' :. ... •. NCO 403.0 • $Jo0 2 - _ , 09/22/2003 13:26 FIDELITY TITLE OROVILLE 4 5382140 NO.756 1?02 September 22, 2003 Butte County Planning Dept. County Center Drive Oroville, Ca 95965 First Federal Properties, Inc. has authorized a permenant foundation system to be placed on the mobile home described as Serial No. 8693312, on the property address of 494 Lodgeview Drive, currently owned by Kenneth A. Danielson and Helen J. Danielsen. First Federal Properties, Inc. By: PauAIS aident Apn; 069-210-033 09/22/2003 08:53 FIDELITY TITLE OROVILLE 4 5382140 NO.723 903 RECORDING REQUESTED BY: Fidelity National Title of California Eacrow No. 104454•TR Title Order No. 00104454 When Recorded Mail Document and Tax Statement To: Mr, and Mrs. Kenneth A. Danielsen 494 Lodgeview Drive Oroville, CA 95966 Bli^TE C41.1;�•�i/ CpltpE�Q 6P�RIAL NO. RECORDED AT Wn n43iiST ®F FIDELITY NATIONAL TITLE DT; RECOEDED: TIME GRANT DEED SPACE ABOVE THIS LINE FOR The undersigned grantorts) declare(s) Documentary transfer tax is $173.25 I X I computed on full value of property conveyed, or I ) computed on full value less value of liens or encumbrances remaining at time of sale, I X ) Unincorporated Area FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, First Federal Properties, Inc., a California Corporation hereby GRANTS) to Kenneth A. Danielsen and Helen J. Danielsen, husband and wife as Joint Tenants the following described real property in the unincorporated area County of Butte, State of California: Lot 139, as shown on that certain Map entitled, "Kelly Ridge Estates unit No. 3", filed in the Office of the County Recorder of Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. DATED: September 5, 2003 STATE OF CALIFORNIA COUNTY OF Nbefore me, rsonally appeared personally known to i4 Cor proved to me on the basis Of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capecity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the personts) acted, executed the instrument. Witness my hand and official seal. Signature First FeroI Properties, Inc., a California corporation By: Pbrul S ge, Pr dent -ASH L>Ey LVA '001p11. 01 30 NIM" Memo sum OOUNTY C Exg. t7GT. Ce"10111 to be a true and eorroe► copy of the original. Pideliey tdational 7'itlo Co. By MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/961 GRANT DEED 09/22/2003 08:53 FIDELITY TITLE OROUILL•E 4 5382140 NO.723 1?02 RECORDING REQUESTER BY: Fidelity Nationol Title of California Escrow No. 103368•CC TWO Order No. 00103368 When Recorded Mail Document and Tax Statement To: First Federal Properties, Inc. GRANT DEED ETr'"Tr COiNTX RECORDER v,�. . _�C: Y N�.'r1.',�� AL TITLE 1 L•!:i FOR RECORDER'S USE The undersigned grantor(sl declare(sl Documentary transfer tax is $13.20 ( X I computed on full value of property conveyed, or ( 1 computed on full value less value of liens or encumbrances remaining at time of sale, ( ] Unincorporated Area City of Oroville FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Richard L. Millington and Marion L. Millington, husband and wife as Joint Tenants hereby GRANT(SI to First Federal Properties, Inc., a California Corporation the following described real property In the City of Oroville County of Butte, State of California: Lot 139, as shown on that certain Map entitled, "Kelly Ridge Estates unit No. 3", filed in the Office of the County Recorder of Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. DATED: August 6, 2003 STATE OF CALIFORNIA COUNTY OFr ON ' ' P before me, aynto, A f�-I`XTINr_ personally appeared personally known to me (or proved to me on the basis Of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capecity(ies), and that by his/her/their signaturo(6) on the instrument the aerson(s), or the entity upon behalf of which the personal Witness n Signature , Richard L. Millingto , I W-ldL ion L. Millington , crrd IA A. conA COMM. 0 1279287 NOTARY PUBLIC-LWYOUTA COUNTY OF BUTTE Comm. Expires Oet. 30, 2004 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Aev 7196) GRANT DEED : NA M: A: DATE: _ ,,. s L • 09/22/2003 08:53 FIDELITY TITLE OROUILLE 4 5382140 NO.723 D07 . COUNTY OF BUTTE QEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Posh this Job card in a safe; eonapiauous place. DO not remove until all required Inspectlone are made and building IS approved for occupancy. Plans must be evallable on the Job site. A.P. No. � 069-210-033 Owner MIL.LINGTONM�►RION 03-1906 y9+4 EOD', EVMW OROVJLLE Contractor NEW MH PIrRM'FND NL- W Sl•1,1r Permit No. PERMITTEE MUST GALL FOR INOMPPTinuc VQ NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY ar 010019 - 7 Count Cenler Drive 539.7541 638` 7636 Chico -411 Wn Slraet 891.2751 991.2934 naviWd N8� RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 I,eqAL�� e,4 -,/j 3 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter deal' ng_;v.th the real property. I (�' .I. BUTTE COUNTY BUILDING DIVISION REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 4 §4z1 e F E H -WW LA4 7 COUNTY CENTER DRIVE MAILING ADDRESS V MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 494 LODGEVIEW DRIVE INSTALLATION MAILING ADDRESS, IF DIFFERENT OROVILLE BUTTE CA 95965 CITY — . COUNTY n STATE ZIP UNIT OWNER (if also property owner, SERIAL REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED /00 idz CA TE ZIP L?S ju C2_oo3 DATE OF MANUF; OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-1806 (530) 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE DEALER NAME (if not a dealer sale, write "NONE") DEALER LICENSE NO. ITJ ASSESSOR'S PARCEL NUMBER 069-210-033 MODEL HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-910-033 ZONING RT - BUILDING PERMIT OWNER TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADD s 4572 HWY, DROVITI.E., CA 95966 IX 1456 R 98)624. CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2C.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee 949 12272.50 Plan Checkin Fee $ 2-3-00 BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 315.50 LAT NO. DIV SUBT IONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome )(X Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent .1 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: NEW MH ON PERM END NEW SITE Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 15 0o Mobile Home I S I G I W @20.00 PERMIT'FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service e000R. SS 200A OR LE 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, I will do the work, and the structure is not intended or offered for sale. v/¢]6 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,60 NEW CONST. DWELLING OCCUP, OR ADDNS. ( a ACC. BLDS. SO 3.50FT. NEW CONS MULTI.OUTLU NON-RESID. �O 7.50 POWER APPARATUS a SINGLE OUTLET CSI R. Ex. Occup. OUTLET OR FDRURES BAL 0 1 0 Ex. Occup. DUTLE.R� °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: -❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. i �► - D to _t7 0 j _ Ygnature of Applicant - ° Own ' ❑ Contractor Agent An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in height.do MECHANICAL PERMIT Filing Fee 20 00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ D M cDF pgRD . SUE This permit lslhey i sued under the applicable of the a County ode and/or Resolutions ind' ateor ich Oees have been /�"' \ B Dat EXPIRES ON provisions to do work paid. C2 J to Receipt No. fir TaS 7ERMIT WHITE-D.D.S.-B.D. CANARY-ASSE O PINK-INSPE T R GOLDEN ROD -APPLICANT I �P- - UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - B ILDING DIVISION k 7 County Center Drive - Oroville, California 95965 - Telephone ( 30) 538-7541 -�Rn- NUMSER ,�APPLICATION AND PERMIT �,� _ BUILDING PERMIT s "E 3�d SO. FT. OCC. BUILDING VALUATION C c WagRS AMALIING ADDRESS 4. A � �) RS � . 1 TEIFPMIDNE :OWM^CTOR'S MA61NG ADDRESS :oNsmucnow LENDEA Fireplace EGER•S wuu"G ADDRESS Tota! Valuation 5 %AcNRECT opt ENGINEER LICENSE NO. Firing Fee S 2 D. D C 1 Permit Fee j q 7' 91- L � 7l • ��r �I WCNTTECT OR ENGINEERS WAILING ADDRESS Plan Checking Fee DnuLDNr,auLDNGAADDRESS + �(/'��/ T' / Energy Plan Checking Fee S I j< PERMIT FEE lD7 NO. � �[) J SUBDNrSIONS NAWE q� _ � - �_-� � L4 (i PARCEL MAP PLUMBING PERMIT Filing Fee 2 0. DC 9 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Moblshome Other SpLasr Solar or heat pump water heater 23.00 Water piping 15.00 /S — Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U06es ❑ Installation ❑ Other Describe Work: y �� -4— Gas piping system' t - 5 outlets S.DDI k5 Building sewer 15.00PT,— Mobile Home I S I G W @20.00 PERMIT FEE S PERMIT " - , C) 0 "�' ' - I ELECTRICAL PERMIT Fling Fee 20.0) Main Service = en s 23.OD J � �+�...� G ( l/� �� T ^ C6 LJ � mi} gz�L—q S� softer O 4+wur ��11 �� SC) _ A w4 - / II � �$ zl 1 on Main Service aooA TO )*ODA 46.OD NEW CONST. / DNS.LM OOCUP. OR ADONS.t i ACC. eLDS. SD 3.59N. -0m NON -Ram. ' NaLnTxoun.ET @7.50 P0=AP= SNOLE OURET GR oFTUA Ex. Occup.Lm T oA FxEs zo GOD eAL F APPLNS. OR Ex. Occup. ovn, Esro. EA 5.0D Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ • O 0 MECHANICALPERMIT Fling Fee 20. C0 Heati g Coolin Hood I I fi.so l Ventilation PERMIT FEN= S Mobile Home installation Fee S Energy Inspection Fee 5 DCC CONST. TYPE TO AL FEE $ `FL =-tft CD F PIA Nt� Abbe.?"+ ',�n�ocav%f "+C>r This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date _ �21RE�1►''�i"'�,71B�i36�"IFI��*�^�...r� �r�..rr.-ter--�•-sv�.y-•.-.rT�..-r--•� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER 065 - a/0 - 6 3 3 Proposed Building Use: Counter Technician: Date: �oZ 3 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty 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! r ❑ 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes:ata sheets and installation instructions,iarriage line information, NLFloor Plan, *Tie dowr or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate - (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ............. ❑ 9. Plot plan and business license approval from the City of Biggs ................. ❑ 10. Letter of intent for non-residential buildings ...................................... ❑ 11. Detached Accessory Building Form filled out by the owner .................. ❑ 12. Hazardous Material Form............................................................ ❑ 13. Other Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 416. . Fees as shown on the attached Schedule of Fees Due Sheet ....................................... . Statement of Intent for Non -heated and A/C Buildings ......................................... Sanitation and plot plan approval from the Environmental Health De artnt in. City of Chico Plumbing permit ........................... ............... California Department of Forestry plan approval paid. Sent_ by�Y V /................. ❑ 19. Planning approval! for (A) Use: alb (B)Parking: (C) Parc 1 Check: 6t-23-03 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... p" 21. Encroachment PermiO!for driveway from the Public Works Dept. (construction. approval prior to occupancy). 22. Pre -Inspection for required. ............... Contractor's license information. (Number, Name Style, Classification) ...................... 4. Worker's Compensation Carrier and Policy Number ..............:.............................. 25. Owner -Builder Verification (01011"ven to owner, ❑ Mailed to owner)......., .............. ❑ 26. Letter,of Signature authorization...'................................................................. 7. Recorded copy of Agricultural Acknowledgment Statement... ...en - - ......... ❑ 28. Manufactured home utility clearance ............................................................... ❑ 29. Existing violations and/or expired permits .............. .. .... feirant Deed H. Title/Statement f Facts,(etter from Legal Owner, :heck to H.C.D.( _ . Other: issued T phon c 3 00 0 and hold for pickup. I have been in ed f ffie above items and requirements for obtaining a building permit. r � Pp ica Dat : S 1. Index permit application for t e ve items numbered: Plan Check Letter 2. Additil items re ' Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data b ❑ phone, ❑ mail, ❑ couy(2:Z_Date: Plans reviewed by: M C'/ Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by- Date: Note transfer by: Date: t Yellow: Buildine Division _ . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 _ r SCHEDULE OF FEES DUE OWNER ,PROPOSED BUILDING USE M14 0.0 AM "d X JP—W , 1. BUILDING PERMIT FEES % UU Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES .6A (paid at District Office) (Available after Plan Check)' r -v o er1 -k6 own &r 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ 3(co - d6 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permi plication, I s isea the above may be chan during checking process. A.P. # &2 'C-94 o - U 3 -:1. ,DATE - RECEIPT # DATE REC. -7/ c' 6 ��arz s to-l9-G� required to be paid prior to issuance of the building permit. These fees �P DAL C DA I &,1,41- 0-3 /L Pursuant to Gover 1 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 0 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div, 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6100) MA tl L, ,Jul 28 03 08:41a LORPUD 5305331750 PERMIT NO.: 23-03 Lake. Oroville Area Public Utility_ District_ 1960 Elgin Street OROVILLE, CALIFORNIA 9.5,966_ 533-2000 DISTRICT -APPROVAL AND - VERIFICATION OF INSPECTION 91.11I~LDING SENDERS\ This verification form must be submitted to the Butte County Department of Public Works Building )epartment prior to issuance- of a building or occupancy permit, whichever.is-.applicable_ Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification 3rm., signed off by- Lake Oroville. Area_ Public. Utility District, rust be submitted to Butte. County, Date: March 26, 2003 Applicant: First Federal Inc., (Marion Millington) 035. - mtraaa AWY Applicant Address: (Oroville Ca 95966) Applicant Phone No.: (589-0789) Property Locations(s): 499 Lodgeview Drive, Oroville CA 95966 KRE Unti #3 Lot 239 A.P. No.(s): 069-210-033 \'L� Fees due: $1.551 LOAPUD Capacity Charge, $1,000 LOAPUDnF�'F $�. TOTAD DUE $2.551.00 Application for service_ approved; /1,. -'j -,E ORQLLI AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: ake- Orovil le, Area- Public Utility District release to close K Date: By. P.1 Post -it® Fax Note 7671 Date . P29-0 pag°est To From rnlD eoMept co LM PUD Phone a Phone N X533 - Z-000 Fax W � 8 � ^1 � � Fax N Jul 25 03 02:34p p.2 J O BUTTE COUNTY SCHOOLSIMPACT perFEa CERTIFICATION FORM, Lp (S�dilding Department No- v School District A.P. Number Jurisdiction: City C:�County Property Owner t . Property LocatloNAddress Lot No. / Subdivision Residential Development EiT No of Living Mobile Home Units Installation Commerciai/industriai u New Addition Sq. Footage y ^ Q �to (Group R) Addition/*supplemental Conversion Permit # s `(No -foundation. inspection): Sq. Footage (Including Exterior Roofed Areas) Date Build, g epartment Representative Plans District Identification No. School District certifies that— ��r^dJ (Applicant)- (Phone Number) (Street Address) pp � rjScl�L Y 5" t ke - (State) (Zip Code) (City) has complied.with the requirements of_ by payment of $ representing square feet. B 2926 IYIITIGAT.ION $ $ Date School District ftepresenjjove, Paid by Check # - Remarks: CU 1 i G 3 fees identified above by submitting a written protest to the District, in compliance with Notice: you may protest the imposition of the Government Code. Section 66020(x). within g0 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 Emrironmentai Quality Act (CEQA1,\ this project may be subject to additional school fees to fu0y mitivats its impact on the school district's schools. feeform.als 110l981tlmm White (applicant), Yellow (building department), Pink (school district) 0 P IIROJECT PROCESSING RECORD Applicant: G Owner: A.P. #: (p g 2 / 0 -- 0 Permit M Work Description: Date Description of Step or Status • d�G "Mal ENSINEERING, INS. Structural 0a.signera Consulting Engineers „ TEST REPORT 00-MH15-TDE F ULL SCALE ABS FOOTER TEST Qualification Tests for Single 4.0 sq.ft. Pads in Part No. 59303 1000 and 2000 PSF SOILS Tested to the Federal Manufactured Home I and Safety Standards \JX TESTED IN MONTGOMERY, AL September 12, 2000 PREPARED FOR Tiedown Engineering, Inc. 5901 Wheaton Drive Atlanta, GA 30336 CONFIDENTIAL A r- r X No. ; 8'.A6 :OFESS10NA This report contains confidential and proprietary infT-e ation that is intended for the sole use of the Client nameove. Thls report may not be reproduced or further distribd with- out the prior written consent of the Client. TABLE OF CONTENTS 1. INTRODUCTION..................................................... PAGE i II. DESCRIPTION OF ASSEMBLIES .......................... PAGE 11 Ill. LOAD CONDITIONS & PROCEDURE ................... PAGE ' IV. DISCUSSION....................................................... PAGE V. RESULTS............................................................... PAGE VI. DATA.................................................................... PARTDRAWING PAGES, I THRU 7 ....................................................... VII. PICTURES OF TEST PAGE �. ...............:......... PAGE 10, & 11 111 West Washington Street • Goshen, IN 46526 • Phone: 219-534-5234 • Fax: 219-534-7196 i ► INTPoni JrTION The purpose of this test was to qualify use of ABS pyramid footer pad; single 4.0 sq.ft.. pads in 1000 and 2000 PSF soil bearing pressures. I manufactured home installations in conjunction with concrete block pie in accordance with Section 3280.401(b) of the Federal Manufactured I field having representative soils in Montgomery, Alabama. The testing P.E. of K2 Engineering, inc. and witnessed by State of Alabama repre David Seiter, , VP Engineering for Tiedown Engineering, Inc. The condi and hot with dry soil at the surface, especially in the 2000 PSF soil. Th degrees with a relative humidity of approximately 50 percent. II. DESCRIPTION OF ASSEMBLIES two different soils; pads are intended for use in The testing was performed ie and Safety Standards in a s performed by John Doeden, ►tative, Wyatt Gantt, along with is during the testing were dry ,,mperature was 90 to 95 The test base soil was exposed by removing the ground cover and all I' ose organic material and was graded smooth and level so that the pad received uniform bearing overIs footprint area. I. The ABS pads are rectangular with the following dimensions and areas; MODEL 59303 - Three (3) x 16" x 18" ( 2.0 square feet each) x 1" thi k - The base consisted of a single (1) 4.0 sq.ft. pad Each pad is molded ABS plastic having a ribbed construction on top an fiat on the bottom(refer to detailed drawings and photos). Actual measured dimensions were verifi to detail drawings. The single stacked piers consisted of two 7-5/8" x 7-5/8" x 15-5/8" concy weighing approximately 32 lbs. each, one 7-5/8"x 3-5/8"x15-5/8" solid CC mately 32 lbs. , a 2x8 x 16" long SYP block of wood, and capped with a I distribution weighing approximately 28 lbs. The pier was symmetrically ii dimension oriented with the long dimension of the pad. The double stacked piers consisted of four 7-5/8" x 7-5/8" x 15-5/8" conj weighing approximately 32 lbs. each, one 7-5/8"x 3-5/8"x15-5/8" solid cq mately 32 lbs. , a 2x8 x 16" long SYP block of wood, and capped with a' distribution weighing approximately 28 lbs. The pier was symmetrically p, dimension oriented with the long dimension of the pad. The following tests were performed: SOIL PRESSURES FOR SINGLE PAD PIER BLOCKS STACKED SINGLE DOUBLE_ 4 SQ.FT. 1000 PSF 1000 PSF 4 SQ.FT. 2000 PSF 2000 PSF ,e masonry units (CMU blocks) trete block weighing approxi - :16 steel plate for point load iced on the pad with the long masonry units (CMU blocks) ?te block weighing approxi - 6 steel plate for point load d on the pad with the long 00 -MH 15-TDE PAGE 1 of 11 ill. LOAD CONDITIONS AND PROCEDURE For the purpose of measuring the deflection of the extreme comers of a pad relative to the perimeter of the pier, an oversized steel plate was installed Integral with the pier With dial indicators mounted on it. Each comer of the pad had a small steel plate for indicator bearing.'�.ach dial was zeroed at No Load. The Design Load is the soil bearing pressure multiplied by the pad ares: PAD SIZE I_ LOAD 1000 PSq 200 PSF Pad 1 - (4.0 sq. feet) IDESIGN 4000.. 1 WO The soil was tested for bearing with a pocket penetrometer in at least places in the footprint before each installation. When the range included a reading of more than 5W. PSF over or under the target pressure of either 1000 or 2000 PSF, the footprint was abandoned and the procedure repeated until an.acceptabie footprint could be found. The test rig consisted of 4 - W1 2x22 I -Beams tied to ground anchors resist the jacking loads. The rig was pushed against and , therefore added no weight to the pad. T , p , only additional weight added was that of the block pier; approximately 125,lbs. for single stacked p rs and 157 lbs. for double stacked piers. Load was applied at 5001b. Load increments and the deflection after 'seconds of each application was recorded. See Data Sheet. The 5001b. Load increments were re -ated until 2.5 times the Live Load + dead Load was reached. Loads were applied as they would o ur under actual in-service conditions. Loads were applied by means of an Ener-Pac hydraulic jack with a g ge measuring pressure on the piston. The jack came with instructions indicating conversion from psipounds. Both units are pre- sented on the data sheets. Thejack was checked for accuracy with a 'nail steel frame and a cali- brated load cell with digital read-out. Although no requirement exists for measuring the pier settlement, it w Is felt to be noteworthy for ALL PSF soils . To accomplish this, a string was attached to two adjacent ers and read with a tape measure. . Loads were applied in 500 pound increments according to the Florida pules for pier tesing. The overload at 2.5x (LL+DL) was held for 5 minutes and again defle4ons were read , the load removed and residual deflections were read after a 5 minute interval or at the tie at which gauge movement had ceased. Three assemblies of each pad design were tested for a given soil beating. See DATA, 00 -MH 15-TDE PAGE 2 of 11 EER :V..:� f c. IV. DISCUSSION The soil in which the pads were tested represented a less than desi ble condition for testing and less than realistic as the ground under a home where the pads are used dry when the unit is installed according to proper installation procedures. The test soil was not rated, but was wet enough to create inconsistent results as can be seen upon close analysis of t four data points at the pad comers. The Ultimate Load test procedure requires that the dead load be apied and that 1141-1- readings be taken. However, more data was desired due to the conditions and termediate readings were taken between the ten minute intervals. Also, this procedure indicates thad .5x LL be applied, but, not knowihig the Live Loads and Dead Loads, the ultimate load factor was.applie to LL + DL, exceeding the required ultimate by approximately 20% (e.g. 4000# design load represents a, pacing of T -X o.c. for 20 PSF roof and a 14 -wide unit which requires an ultimate of 8,330#, whereas te; ed load was 10,000#). Deflections were taken according to procedure , but limits for this ty of component are not given. One established and used test for thin footer pads implied a limit of one If an inch (112"). Reference APA Technical Note E450, September, 1990. Another recognized testin agency in foundation related com- ponents indicates that a limit of 3/8" relative to the pier perimeter is ptable. Both limits were analyzed. V. RESULTS All assemblies passed the overload requirement of the FMHCSS (Ull qualify under the live load and dead load conditions and the constru for manufactured home construction. All asgemblies yielded total sed load and deflection of the outer edges relative to the pier perimeter and, therefore, qualify under the live load and dead load conditions tion specifications stated herein for manufactured home construction yielded total settlement within 112" under design load and deflection relative to the pier perimeter within 318" (average) at design load. John. C. Doeden, P.E.; Test Engineer ,:.:,.... . K2 Engineering, Inc. DEFLECTION READINGS`- :.3��E1::�'C:ATE DIAL A PAD UNDER NO LOAD ( FLAT &a LEVEL) 00-MH15-tDE PAGE 3 of 11 nate Load Test) and, therefore,. in specifications ststed herein ament within 112" under design lin 318" (average) at design load J the construc- All assemblies the outer edges 0 P4P UNDER LOAD - AlEFLECTION RELATIVE TO PIER B TOTAL PIER SETTLEMENT FOR TiEDOWN ENGINEERING; DATE; 12SEPT00 PAD SIZE: SINGLE 24"x 24- MODEL; 4"MODEL; Part No. 59303 GAUGE LOAD (Ips) 31 EOUIV. 0 0 160 500 320 1000 480 1500 640 2t�0 800 Y50Q 955 3000 1120 3500 1275 4000 D 1433 4500 1600 5000 1750 5500 1910 6000 2100 6500 2230 7000 2400 7500 2550 8000 2710 8500 2870 9000 3025 9500 3200 10000 >U 3350 3500 3660 3825 4000 4140 4300 4460 4620 4780 4940 5100 5420 5580 5735 5900 10 MINUTES (SUSTAINED) 5 MINUTE IRFRIN lei i AVERAGE DEFL. AT DESIGN AVERAGE DEFL. AT ULTIMATE 0 m 4.0 sq.ft. LOAD LtvtL 01 0.000 0.043 0.080 0.120 0.170 0.233 0.270 0.355 ESIGN 0.396 0.440 0.491 0.538 0.568 0.626 0.660 0.688 0.712 0.750 0.792 0.832 LT. 0.878 952 A DATA SHEET SOIL BEARING 1000 PSF PIER. SINGLE STACKED PAGE 1 OF 4 PENETROMETER READINGS (RANGE..): 900-1200 PS ".mrvcre rcrgUlr6Gs SETTLE- 02 MENT 0.000 0.000 TEST 4 2CORNER READINGS MENT SETTLE- MENT TEST # 3 CORNER RE M1 0.000 92 0.000 03 0.000 04 #1 A2 $3 7,4 0.105 0.053 0.073 0.128 0.062 .0.000 0.112 0.000 0.000 0.0000.000 0.148 0.1307 0.125 0.103 0.182 0.087 0.147 0.125 0.057 0.041 0.032 0.1555 0.125 0.110 0.172 0.094 0.158 0.188 0.126 0.108 0.045 0.175. 0.125 0.135 0.206 0.120 0.190 0.188 0.145 0.128 0,052 0.226 0.108 0.217 0.188 0.166 0.244 0.151 0.229 0.188 0.192 0.175 0.085 0.249 0.151 0.225 0.250 0.195 0.278 0.181 0.265 0.250 0.218 0.198 0.110 0.278 0.210 0.275 0.313 0.224 0.314 0.215 0.303 0.250 0.249 0.219 0.134 0.310 0.248 0.314 0.375 0.250 0.342 0.245 0.337 0.313 0.281 0.241 0.161 0.341 0.290 0.352 0.438 0.270 0.363 0.265 0.358 0.375 0.375 0.314 0.262 0.188 0.380 0 339 0.398 0.438 0.300 0.400 0.304 0.399 0.375 0.338 0.376 0.278 0.210 0.412 0.360 0.434 0.500 0.315 0.415 0.322 0.419 0.436 0.408 0.303 0.243 0.432 0.405 0.458 0.500 0.475 0.460 0.331 0.432 0.345 0.440 0.438 0.438 0.322 0.342 0.268 0.291 0:508 0.563 0.508 0.478 0.462 0.825 0.358 -0.376 0.459 0.375 0.471 0.500 0.470 0.368 0.320 0.558 0.500 0.515 0.625 0.392 0.478 0.495 0.400 0.495 0.500 0.498 0.388 0.342 0'602 0.507 0.528 0.688 0.412 0.515 0.420 0.443 0.516 0.500 0.520 0.406 0.361 0.635. 0.548 0.561 0.750 0.433 0.538 0.470 0.539 0.568 0.583 0.550 0.428 0.386 0.660 0.575 0.588 0.750 0,457 0.561 0.497 0.588 0.563 0.588 0.457 0.418 0.685 0.608 0.617 0.750 0.473 0.560 0.519 0.622 0.563 0.814 0.475 0.440 0.718 0.644 0.650 0.813 0.504 0.618 0.553 0.865 0.625 0.638 0.498 0.460 0.825 0.669 0.522 0.487 �`.2111113 U.838 0.531 0.642 0.577--r--0 .699 0.688 2_71 0214 0.313 0.0640.065 0.052 0.097 6.125 PASS - 0,097 V294 0.284 0.723 0.585 0.237 0.536 JOHN C. DOEDEN, P.E. K2 ENGINEERING. Inc. r7 NGS SETfLE- #4 MENT 0.000 0.000 0.008 0.063 0.034 0.125 0.045 0.125 0.088 0.108 0.113 0.250 0.148 0.313 0.161 0.313 0.185 0.313 0.202 0.313 0.230 0.375 0.250 0.375 0.274 0.438 0.302 0.438 0.325. 0.500 0.344 0.500 0.366 0.563 0.398 0.563 0.418 0.625 0.438 0.625 0.464 0.625 4135 1 0.688 128 0.125 J'•FL. AT DESIGN DEr L. ATULTIMATE 0.158 0.291 ' CORNERS RECORDING MINIMAL INCREASE NOT COUNTED IN AVEP.AGF. 0.183 ' 0.330 I Q ENGINEERING, Inc. V'' DATA SHEET FOR TIEDOWN ENGINEERING PAGE s OF 4 DATE; 13SEPTOD PAD SIZE ; MODEL; SINGLE 24" x 24` 4.0 mq.R. r,ert No. 593()3 nOIL BEARING 2000PSF PIER; DOUBLE STACKED PENETROMETER READINGS {RANGE ); 210G KS'SF GAUGE (�) LOAD (;be) - E�UN� LEVEL #1 ST 0 C 92 --LOAD ER REAGIN S 13 8 4 SETTLE T T 8 2 C RNR WG SETTLE- TES 3 i 0.000 0.000 0.(k70 0.000 MENT i 1 8 2 0 3 02 03 IN . SET i lE• 760 �0 O.m 0.018 0.012 -0.008 0.000 0.000 0.000 0.000 0. 3000 O�C00 0.000 0.000 O.D00 0 4 n.000 1NENT 320 1300 0.036 0.027 0.036 0.0fl2 0.00D 0.012 0.026 -0.007 0.028 0.008 0.083 0.000 0.09® -0.006 e.00D p,300 480 840 1500 2000 0.059 0.031 0.059 0.013 0.083 0.045 -0.010 -0.012 0.050 0.070 0.018 0.083 0.000 0.029 -0.6m WN 800 25W 1 0.071 (1045 0.082 0.035 0.063 0.053 ?3.013 A.090 0.023 0.025 0.125 -0.004 0.090 -0.004 0.029 0.063 X00 0.076 0.091 0.051 0.095 0.047 0.125 0.064 -0.015 0.107 0.030 0.125 0.125 -0.004 0.056 0.001 0.035 0.�3 1120 3530 0.068 0-037 0.107 0.068 0.125 0.066 -0.015 0.917 O.p3 0.925 1275 4000 0.0% 0.063 0.120 0.070 0.125 0.0% -0.015 0.125 0.034 0.125 -0.008 OAFS 0.005 0.040 0.163 14 4500 0.106 0,07 0.075 ( 0.138 0.080 0.125 O.C55 0.012 0.138 0.036 0.188 •0.006 o.OD3 i I 0'� 0.049 i 0.125 166 5300 ?:.116 ! 0.302 0.147 0.761 0.687 0.188 0 -0.011 1 0.145 0.038 0.188 0.008 0.0% 6.102 0.012 I O.G57 I 0.125 1750 5530 0.925 I 0.08' 0.175 0.088 0.105 0.188 0.188 0.055 -0.009 0.151 0-� 0.188 0.015 ' 0.109 0.015 0.020 I 0.u'6; + 0.125 I 1910 2130 800p 0.142 0.097 0.199 0.120 0.250 0.056 0.055 -0.005 0.958 0.042 0.188 0.022 0.120 0.022 0.06; D.O'.'S 0.188 0.186 2233 8500 7000 0.142 0.097 0.201 0.125 0.250 0.055 -0.002 0.003 0.180 0.177 0,044 0.168 0.027 0.127 0.025 0.080 0.188 2400 0.116 0.153 O.iu-0 0.208 0.128 0.250 0.056 O.CO6 U.184 0.045 0.047 0.188 0.186 0.037 0.137 � 0.029 I 2550 7 MO 1000 DESIGN 0.1b7 0.1� 0.108 0.220 0.135 0.250 0.057 I 0.010 0.190 0.046 0.188 0.044 0.052 0.148 0.037 0.0 00.188 .168 8500 0.168 I 0.114 0.320 0.235 0.140 0.152 0.280 0.088 0.013 0.183 0.049 0250 0.088 0.155 0.182 0.0335 0,040 0.107 . S 95 1 0.250 2870 B=2710 0.169 ( 0.198 _ 0.248 0.153 0.25() 0.250 0.060 G.018 fl.202 0.059 0.250 0.065 0.170 0.013 0.107 0.115 p,250 3200 95Q0 I Oi>DO 0.174 I 0.119 0.255 0158 0250 0.062 0.085 0.023 0.028 0.206 0.052 0.2'50 0.075 0.180 0.048 0.925 0.250 0. 10500 0.180 0.124 0.265 0.168 0.250 0.088 0.033 0.0. 22x,4 0.063 0.054 0i250 0.082 0.185 0.053 0.130 0.250 3500 11000 0.195 0.191 0.128 0.273 0.173 0-,x"5.0 O.O7s 0:� 0.229 O.a56 0.313 0.090 0.198 0.058 0.139 j 0,25() X80 11530 0.198 0.128 0.130 O.i82 0.177 0.313 0.075 0.044 0.234 0 0.313 0, 0.108 0.206 n.064 0.145 ' 0.313 ' `x 92= 0.230 0.132 0.293 0.302 0.184 0.190 0.313 0.300 0.047 0.057 0.3113! 0.218 O.C73 0.155 0.313 4140 12500 0.208 0.133 0.310 0.182 0.313 0.313 0.082 0.051 0.245 0.058 0.313 0.122 0.736 0.085 0.170 4100 4300 13000 136fA 0.215 0.138 0.325 0.209 0.313 0.08% 0.090 0.053 0.080 0.250 0.058 0.313 0.130 0.247 0.093 0.178 O.s13 0.375 4480 10 0.225 0.940 I 0.336 I 0.206 0.375 0.095 0.064 0.256 0.265 0.060 0.375 0.139 0.258 ' 0.130 0.185 0.375 4620 145M 0.22E O.t47 0.342 0.270 0.375 0.089 0.068 0.289 0.061 0.081 0.375 0.145 0.268 0.109 0.195 0.37 5 4780 15000 0.233 0.238 ` 0.144 0.350 j 0.215 0.375 0.101 0.070 0.273 I 0.061 0.375 0.375 0.153 0.276 0.115 0.200 0.375 d94� 15500 0.243 0.146 0.148 0.358 + 0.221 � 0.375 0.104 0.072 0.277 3 0.375 0.161 0.173 0.287 0.125 0.28 0.5 I 510 9 98300 0.24A I 0.148 0..364 I 0.371 0.225 C.375 0.107 0.072 0.284 O,OBS 0.375 0.1ffi 0.298 0.395 0132 1 0.215 i! 5250 18 0.255 I 0.151 0.382 0.230 0.237 I 0.375 0.375 0.91 i 0.07 5 0.289 0.067 0.375 0.193 0.312 0.1 Z 0.150 0,213 0.430 sox -- ----0=- ; -- - -- 0.116 0.0%8 -... _ .. o_�s ... 0.225 0.498 5= 16600 0•� 0.156 0158 0.385 0.403 0.247 0.375 0.124 0.�5 0.305 0.073 0.375 0.)0 0.335 0.165 0.237 _ 0.500 51740 16b00 � 0.270 ! C.182 0.410 0.255 0.280 0.438 0.128 0.088 0.309 0.07$ 0.375 0.243 0.343 , 0.35. 0.173 0.240 0.500 6050 98DIX) 0.275 0.165 0.420 0.268 0.438 0.4.38 O. f 35 n. 093 0.398 0.077 0.375 0.286 1 0.348 0.1LS ( 0.209 1 0.240 0.500 8210 6370 19500 0.280 0.189 0.429 0 0• 0.138 0.144 0.096 0.101 0.320 0.079 0.375 0.295 0.352 0. 220 0.225 0.235 0.500 x ,503 >ULT• 0.^80. i 0.172 0.430 x287 0.4?8 0.149 o.i� 0.325 0.330 0.081 938 0.300 0.231 240 0.085 0.438 0.0.375 I 0.375 0.250 e.210 0.59 J'•FL. AT DESIGN DEr L. ATULTIMATE 0.158 0.291 ' CORNERS RECORDING MINIMAL INCREASE NOT COUNTED IN AVEP.AGF. 0.183 ' 0.330 I Q ENGINEERING, Inc. K2 __EN GlNEEk'"_u, it structural Des nPrs - GOr1SUltln En sneers Vil. PICTURES - TEST SET-UP dar:F In .Nf 4 ; 00 -MH 15 i'ua JOHN C. DOECEN P. E. i Z \ ENGINEERING, Ir c oo-,MH15-TDE ! i Structural Des gners - Consulting Engineers JOHN C. DOEDEN a Vil. PICTURES - TEST SET-UP 0.25 R. JYO A �I 0.020 R. (Tyr..) / ! G•l5G r T I' 0.250 eia. -� 0.10 1 0.06 P. 0.0',45 R. ±Tye•) .Dir. lE> De t(Iil Enlarged u — Entnrged — q�OQ 8®00 �o�in Ma40 Yi�M M�iaw .�..a maaiaaaa WE. MMs1�R VMU@ (S0®3 @)eQGi _Bcttom Text Detail_ - Note Ma terin! FEE, I ' _ I Tie iwn LE r) eer•�ng OEGIw,L ..3 Al Vnvnt [Dive Atil-11.. yew,& 37335 P. TITLi - _ _ ..Fou ��-•^P 4 S�. ! ABS F"aar.u: •iln E'r.d ---I hi—,ALACCAA.S DATE TLCs. Na i� ::;U3 -11ATf I-_ H• V1CIf0/ - -� scar: to --i- �+ i SITE PLAN REVIEW APPLICATION Date: AP# Permit Number (if applicable) D'S _ u 069-29 �-X3`3 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 4 S 7 2 O u V I=j W 1J O-r:2D V I LLQ 9 5 g (o Telephone No.: Jt— 8 9 — 3c!>� Situs Address: )'3C) Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE -BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Jj Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IM Site Plan Stamped Approved By Date Page 1 of 5 X ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X p Q • Flood Panel No.: C5 8 '1.;3 C– Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: R T — Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 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. 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 * Cbeck with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 0 Subdivision Map/Parcel Map: ),,— 1-1---/ P.1 D&Z3 E!-" #•3 Map Date of Recording: 7-26-7 Lot: 13,9 ❑ Use Permit/Minor Use Permit Permit Number: L Book: Page: 9 3 1 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved'and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control 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. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 i' 0 lei 0 C 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 OWNER-BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. personally plan to provide the major laboo /and materials for construction of the proposed property improvement: YES -0-NO t�3' 2. I HAVE 11HAVE NOT IR'signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PH4 NE: CONTRACTOR' ,LI CENSE NO. 4. I plan\to,providek ortions of this work, ' P , b �t have hued the following person to coordinate, supervise, and provide the major wor NAME: ADDRESS: CITY: PHONE: ONTRACTOR'S LICENSE NO. 5. I will providesome of the work but OZ ha ntracted (lured) the following persons to provide the work ' t icated: N ADDRESS PHO TYPE OF WORK c SIGNED: PROPERTYOWNER: DATE:O� NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.. - I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4�&cel , C. Vi ira, C.B.O. , Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER � D r —J04* --�:BuideosP ' UBI :hued IVAOUddV NYld Eftaiine -NOISIAiG E)NINNVld 111