Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
072-550-014
RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 27 -Apr -2004 2004-0024393 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. ROBERT A. LEASK AND BARBARA G. LEASK' REAL PROPERTY OWNEWLESSOR 160 GLEN CIRCLE MAKING ADDRESS 95965 OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 227 VIEWCREST DRIVE ATURE OF LOCAL AGENC`YOFVICIAL INSTALLATION MAILING ADDRESS, IF DIFFERENT NONE OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME DEALER LICENSE NO. UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME 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 040384 530 538-7541 . G PERMIT NO TELEPHONE NUMBER ATURE OF LOCAL AGENC`YOFVICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. SKYLINE HOMES INC 2002 SUMNMRHILL / D939 -CT MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME NUMBER C 1-70-0477-P-AB/C 56X39' ULI 531782/3/4 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) :•• 1. �� Il.�J SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 072-550-014 HCD FORM 433(A) REV. 8/91 ;•it •"• g4-Q121g -. ' Ic c 5p1 Order No. 48587 PC OESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL 1: Parcel 1, as Chown on that certain Parcel Map filed in the ottice of the Recorder of the Count;., of Butte, State of California, on July 3, 1983 in Book 93 of Maps, at page 7. PARCEL II- A non-exclusive public easement for ingress and egress and public utility o'S`u^:'s .ve "iew Crest Drive, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, oa July 5, 1963 in nook 93 o: Maps, at page 7. EXCEPTING T'iEREFROM all :hat portion lying within the bounds of Parcel I, described above. PARCEL III: A non-exclusive public easement for ingress and egress and public utility purposes over Parcels 1, 3 and 4, known as View Crest Drive, as shcwn on that certain Parcel Map filed 'n the office of the Recorder of the County of Butte, State of California, on August 4, 1981 in Book 83 of Maps, at page 68. PARCEL 1V: An easement for road purposes and public 'utility purposes over a strip of land 60 feet in width and lying 30.00 feet on each side If a centerline described as follows: COMMENCING at the ;northwest corner of Section 20, Towns:,ip 19 Nnr}h: A.a ane I F.ac!, M. 7.R, b M.: thence along the North line of said Section, North 89° 52' 43" East, 1305.50 feet to the ,:enterli.ne of Oroville-Forbestown Road; thence along said centerline, South 9° 31' 02" East, 189.72 feet to the bei;;ring of a 250.00 foot radius curve to the right; thence along the arc of said cl.,r.ve thrrunh a r.e,,traI aF.gIe of 171 19' 56" an arc distance of 75.63 feet to the true point of beginning fur the centerline herein described: thence leaving said County Road, 2* ll, .u" - fcct .,, the beginning of A 150.00 foot radius curve to the rioht: thence .along the arc of said :urve through - cential angle of 67° 15' 13" an arc distance of 176.07 feet: thence South la° 55' 53" East, 88.27 fet, to the (continued) :nuedl Continuation of Parcel IV, beginning of a 100.00 foot radius curve to the left; thence along the arc of said culvd L:,i0u91. a cc. tral _::;1= ^` 14! ° 23' 3G" an n2 c,,.,t. th?nT. h3mrthJ)41 40' 37" East, 61.72 arc :119Lal,lc va .��. �� .--_, _.._... feet to the beginning of a 200.00 foot radius curve tc: the right; thence along the arc cf said curve, through a central angle of 230 35' 37" an arc cistance of 82.36 feet; thence Nortt 48° 16' 14" East, 201.89 feet to the beginning of a 100.00 foot radius curie to the right; thence along the arc of said curve through a _ ,..�t� ^e of 738,66 fret: teP.rrat. 6n�1e OY IS6" i3' 40' aii fir.. - thence South 5° 00' 02" west, 76.44 feet to the )eginning of a 200.00 f:ot radius curve to the left; thence a'.Ong the arc of suite c through a c-nrral angle of 40' 02' 00" an arc distance of 139.74 feet; thence South 350 01' 5e" East, 259.70 feet to the beginning of a 150.00 foot radius curve to the right; thence alone_ the arc Of said curve through a central angle of 35" 01' 58" an arc distance of 91.72 feet to point "A"; thence East 158.02 feet to the East line of the Northwest quarter of said Section 28 and the end of said cent.arline. PARCEL V: An aasuFiCa for r •1a public uti.lir.v purposes over a strip of land 60.00 feet in widt:: in the Northeast. quarter of Section 20, Township 19 North, Range 5 East, M.D.B. b M., lying 30.00 feet on each side of the following described line: BEGINNING at a point in the North and South centerline of said Section 20, said point ef beginning bears South 0" 20' 41" Z'ast. 845.62 feet from *the ',orth cuarter corner of said S,:ctic.n 20; thence from said point of beginning, :forth P9° 5i+' 51" East, 61.29 feet; thence Sou =h 36° 44' 37" East, 281.68 feet; thence South 11° 10' 05' East, 359.83 feet; thence South 34" 37' 38" East, 218.74 Fee*: thence Scuth 7' 32' 41" East, 195.03 fleet; thence South 7' 04` 1•;t6L, 349.77 ..._, r thence 5outn 339 17' 51" w?s`, 168.28 feet; thence South 9'39' 48" East, 130.75 feet; thence South 32° 04' 24" East, 236.58 feet to the South line of the Northeast quarter of Section 20, and the end of said line. END OF ,,orjjg.ENT BUILDING PERMIT NUMBER: 0403 84 Address or location of unit: 227 VIEWCREST DRIVE, OROVILLE CA 95966 Legal Description of Real Property: SEE ATTACHED AP # 072-550-014 (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: ROBERT A. LEASK AND BARBARA G. LEASK Owner's address: 160 GLEN CIRCLE, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ULI 531782/3/4 SERIAL NUMBER OR V.I.N.: C1-70-0477-P-A/B/C MANUFACTURER'S NAME: SKYLINE HOMES INC YEAR: 2002 OFFICIAL APPROVING INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C Fy STATE OF CALIFORNIA NUMBER: �1�ENI o c BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ^ r L ®� DIVISION OF CODES AND STANDARDS TRANSPORTER ADDRESS: c MANUFACTURED HOUSING PROGRAM TYDENMANUFACTURER CERTIFICATE OF ORIGIN fop I (State) (zip) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING t' 3=!(_i• ?i`�1� OCi 1. }.TT C. C; (State) NUMBER OF (NAME) (Street) El ❑ MUMH MANUFACTURED HOUSING TRANSPORTABLE SECTIONS SFD (SINGLE FAMILY DWELLING) (MULTI -UNIT COMMERCIAL COACH: OCCUPANCY GROUP WOODLAND MANUFACTURER NAME: Executed on(Dale)^ at MANUFACTURER LICENSE NUMBER: (County) (State) MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: .i /20 EAST.'�,�..ii1i1'.'-: c '•+: ,: !r•r .0i.!0D`i At:T' C:�i � '! - �'• <. C � i j O • 't (Street) (City) (State) (Zip) S - MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: S�: ,. R!}1 LL D939—CT j X1/2002' NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIF. DEALER NUMBER OR DATE OF TRANSFER: TRANSFEREE DESIGNATION: ;:Y%REST , r • / G4iY r S ,te u � ?.FJS DEALER OR TRANSFEREE ADDRESS: (StreeiJ ° I: r' :'.. ;;�[ �U�Y(State) (ZiP) INVENTORY CREDITOR NAME: ;)}UTSC,HV 1•TNAINC I. A;_ .moi EF li'; CE7S INVENTORY CREDITOR ADDRESS: City� (State) ` (zip) (Street) SECTION MANUFACTURER SERIAL, NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) (1�) -7 8 (' i -r'—O4 J7—F— B 3 :k' -51704 ,56 _ TRANSPORTER NAME: R 1';t-•.1 SPCRT TRANSPORTER ADDRESS: (Street) (City) (State) (zip) DESTINATION FOR UNIT DESCRIBED ABOVE: t' 3=!(_i• ?i`�1� OCi 1. }.TT C. C; (State) (zip) (NAME) (Street) (City) I cenify under penalty of perjury under the laws of the Stale of California that the above facts are true and correct. WOODLAND CA Executed on(Dale)^ at (City) (County) (State) SIGNATURE OF AUTHORIZED AGENT. DISTRIBUTION: i ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE) COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828. WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER STATE OF CALIFORNIA i DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS • REGISTRATION AND TITLING SECTION STATEMENT OF FACTS s unit is a: Mobilehome Commercial Coach Floating Home (License) No,(s) Trade Name Serial No.(s) er �° the undersigned, hereby state that the unit described above: giant further agrees to indemnify and save harmless the Director of Housing and velopment, State of California, and subsequent purchasers of said unit, for any loss she. suffer resulting from registration of the above-described unit in California, or DoT :.;.:ante of a California certificate of title covering the same, Re certify under penalty of perjury that the foregoing is true and correct, .� .Jr ed on n at X11 C�0 `- , , (_Date) (City) ;nature of each affiant 476.6 (Rev 11/86) Printed name of each affiant L), n C C14'' �l 5 140 rm 2 w State B-111,. ('Cllllt / 'I,I ),• +,:i:iii.i::� UNLL.%4tYU IW(I.SLStlUWN 111.1 OW, VAIL1'AX SIMI "it `•1\1+1 R bot 4 A. ! t',I'A Oruai 11v (.,)1 i I 9-5966 V-SCR1,WN0 48581 -PNC '1111.F 6RDEh SO. "b . n1119 94-007279', But t,: I ( anda,:e .1. Gs uLLu t Recur der I 8:00am I6•Feb'')4 I :CTC: FM ) GIZANT DEED The undersigned grantors) declarc(s): I)ocumcntarytransfer lax isS 33.55 q.p,h, r:�072-SPJ-014• i (XX ► computed on full value of property alniryed, ar j ( 1 computed on full value less value of liens and encumbrances remaining at time of .ale. 1 ! i, VY 1 I Ininrnrnnreted arca: ( ) t.ny ui i FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowdcdged ` Robert C. Duff and Joyce w.Duff h1l4hanei and wife as Joint Tenants I hereby GRANT(Si io Robert A. Leask and Barbara G. Leask husband and wife as Joint Tenants the following described real prop^rty in the unincorporated area of County of Butte , State of California See attached legal description Dated January Ot, 1994 srA7r•.or•cuaroR.�lA, ) ss. Cot:V IY OF Bette ) on rebrixtry 1, 1994 before me ffirbe d A. f�$[ti . �mary Public. pc,xmally appea rcd id)ert C lL:f aril JD>re fel. ftdf Robert C. Duff Jo e4.Duff f f b -- pe,sonally kocwm to me (or prevtd to me OR Int oasis u....,.�.,,a� evidcm) to he the persen(s) whose name(s) is/arc suhscribed to the uilhin taw WOMWO ,nsln,mem and '.ckmnckdged m me :hat helitht/they c.eculed the same in Q pNQPp1)rtJMlf�/1910611 his,'htr/that autho=eed rapaenitiee). and that h)• hu/her/Their sipature(a1 � � N=K&A Ot FWM �(! un the ttlstrimrnt the person(s), o: the entity upon behalf of which she y'E�aaauDec. tlil7 pe:mn(a) Haw. eaeculed the insuumcnt "'UNI'NS, nit h:md mJ ,i firial Signature r. r .. f el r� t` lr A ( If Nal) d y •��` 94-Q121g ' 4cc 5p1 ✓ 1° Order No. x0587 PC 8, � llt'JI KI YI IV('! All that certain real property situate in the County of Butte, Stats of California, described as follows: PARCEL I: Parcel 1, as shown on that certain Parcel Map filed in the ottice of the Recorder of the Cour.ty of Butte, State of California, on July 5, 1983 in Book 93 of Maps, at page 7. PARCEL II: A non-exclusive public easement for ingress and egress and public utility ;vcr "iew Crest Drive, as shown on that certain Parcel Map filed in the office of the Recorder of t.',e County of Butte, State of California, on July 5, 1y83 in look 93 of :iaps, at page 7. EXCEPTING T.',EREFROM all :hat portion lying within the bounds of Parcel I, described above. PARCEL III: A non-exclusive public easement for ingress and egress and public utility purposes over Parcels 1, 3 and 4, known as View Crest Drive, as shcwn on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on August 4, 1981 in Book 83 of Maps, at page 68. PARCEL IV: An easement for road purpose=_ and public utility purposes over a strip of land 60 feet in width and lying 30.00 feet on each side of a centerline described as follows: COMMENCING at the Northwest corner of Section 20, Township 19 !Inrth. Range I F;'—, M.'). R. b M.; thence alo:io the North line of said Section, North 89° 52' 43" East, 1305.50 feet to the ;:enterli.ne of Oroville-Forbestown Road; thence along said centerline, South 9° 31' 02" East, 189.72 feet to the begia,ing of a 250.00 foot radius curve to the right; thence along the arc of. said ct)r.vc thr,unh i r.er,tr.a1 aingIe c•f 17" 19' 56° an arc distance of 75.63 feet to the true, point of beginning f�,r the centerline herein described; thence leavinm said County Road, t n2° 11' 'J 6" ... ]t, 122.0: fn -.t t_ the hoginni^.n of a 1;0.00 fnot radius curve to the rioht: thence along the arc of said :urve through central angle of 67" 15' 13" an arc distance of 176.07 feet: thence Soith la° 55' S3" East, 88.27 fees to the (continued) Wcc SP1 Order No. 48587 PC DESCRIPTION: (continued) Continuation of Parcel IV: J beginning of a 100.00 foot radius curve to the left; thence along the arc of said cuivt L. ouy„ral _::;1e 14n." 23' 30" an arc uibLai1cc Vi "' `"ct: ""n"-- M—•th�74" 40' 37" East, 61.72 feet to the beginning,of a 200.00 foot radius curve tc; the right; thence along the arc cf said vurve, through a central angle of 23" 35' 37" an arc cistance of 82.36 feet; thence ?1crt1 48" 16' 14" East, 201.89 feet to the beginning of a 100.00 foot radius curve to the right; thence along the arc of said curve through a f 236,64 feet: t,entra). �nAl@ Ot 136" i31 40"" a,i .....,. arc v.._ _ " thence South 5" 00' 02" West, 76.44 feet to the >eginning of a 200.00 f-:ot radius curve to the left; thence along the arc of +a � through a central anale of 40° 02' 00" on arc distance J4aV v... :�� � ..7 •. of 139.74 feet; thence South 35' 01' 58" East, 259.70 feet to the beginning of a 150.00 foot radius curve w the right; thence aloro_ the arc of said curve through a central angle of. 35" 01' 58" an arc distance of 91.72 feet to point "A"; thence East 158.02 feet to the East line of the Northwest quarter of said Section 28 and the end of said centerline, PARCEL V: An aasume; ;: for roa.-I - s public utility purposes over a strip of land "60.00 feet in widt:: in the Northeast quarter of Section 20, Township 19 North, Range 5 Fast M.D.B. 6 M., lying 30.00 feet on each side of the following described line: BEGINNING at a point in the North and South centerline of said Section 20, said point of beginning bears South 0" 20' 4j" past, 845.62 feet from the ';orth cuarter corner of :aid S,�ctior, 20; thence from said point of 'beginning, North P9" 56' 51" East, 61.29 feet; thence South 36' 44' 37" East, 281.68 Leet; thence South 11" 10' 0" East, 359.83 feet; thence South 34" 31' 38" East, 218.74 fee': 'hence Seuth 32' 41" East, 195.03 feet; thence South 7' 04` WtsL, 3:3.77 fc "_hence South 330 17' 51" k?s', 168.28 feet; t}ience South 9' 39' 48" East, 130.75 feet; thence South 32" 04' 24" East, 236.58 feet to the South line of the Northeast quarter of Section 20, and the end of said line. ENG OF COC116r.eNT H.C.D. ATTACH CHECK ........ ........ . ...... NAME: AN: DATE: --------- NOTES s ; RESIDENTIAL 072-550-014 PERMIT NO. _.,.__ _�. �_ 04 -038Z -"-L---- LEASK, ROBERT &BARBARA ,. 227 VIEW CREST, OROVILLE Cont: SKYCREST ENT } NEW MH .PERM FND NEW SITE ' I THE HCD FORM 433A FOR THIS MH CANNOT .BE 1 OCORDED UNTIL ONE OF THE FOLLOWING HAS ;;B.EEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE, (S) OR DECAL (THE = - INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW -MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. . -SPECIAL CONDITIONS— 'CHECKED ZSRA -CHECKED 'BY. FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY - + ;" c• Address • GAS Date Meter By ELECTRI Meter By D JOB FINALED (Date) '' Y Signature - . - - _ - - • c 4 O 0 Not OK s = Not Readyabte 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Fo ' •g -Spacing- Marriage Line 3. 2K, MH a 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 Ca•d B-1 Date Card B-1 Date Cad B-1 Date . C7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 lt�a C 77-P 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 1'2. 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 -Panel boards- 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 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 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O 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 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Comments at Final: 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter - 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes O No/Walks D Yes 0 No/Planters 0 Yes O 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: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP040384 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR'STATE LAWS. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 02/04/2004 APN: 072-550-014-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �� License Class : License Number: Site Address: 227 VIEWCREST DR ORO Map Index: Date: Contracto�j�'2� Description: NEW MH (1985) PERM FND OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 LEASK ROBERT A &BARBARA G Business and Professions Code: Any city or county which requires a Owner: permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 160 GLEN CIR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: LEASK ROBERT A & BARBARA G owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: SKYCREST ENTERPRISES pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 13468 HWY 99, CHICO CA 95973 Date: Owner: 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 License #: 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 'y /- Carrier: Z Policy #: Total Squ;re Ft: 1.985 S.F. ❑ 1 certify that in the performance of the work for which this permit is Valuatjpn: $129,025.00 issued, I shall not employ any person in any manner so as to Census �pd become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those rovisions. Date:,, 3 1 Applica WAR I Failure to secure works s' compensation coverage is unla and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to do wo ndic a for which tees have been paid. V2-1 performance of the work for which this permit is issued (Sec 3097 Civ.) u Name: By: Date: 3&O -S, Address: PERMIT EXPIRES ON: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I a er or the duly authorize gent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter a substance f any official forth or ocument of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for ins ection purpos ' `7 Signature ZG Print Name: _,/ Date: ❑ Ownerontraclor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 WN aA - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. B PO4-o3 F DATE: APN: �� —✓�J �7` ZONING: I _i ells NEARES ROSS STREET: ! CT , ^�^� SITE ADDRESS: 5, o) A C_ -7-5 - 83 e CITY, ZIP: C7 /3 5'� 5 �A 53'1 OWNER NAME: 59 y - �t �Zo PHONE: �3�3 -. moi STREET ADDRESS: FAX: CITY, ZIP: / / S r E-MAIL: APPLICANT NAME: PHONE: STREET ADDRESS: FAX: CITY, ZIP: E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: - f S( F nn 0�-217 CITY, ZIP: / E-MAIL: LICENSE NUMBER: /7'— LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: FAX. CITY, ZIP: LICENSE NUMBER: E-MAIL: DESCRIPTION OR SCOPE OF WORK: ✓ems 11 zo ❑ Structure Built without permits LI/Proposed Change of Occupancy (note previous use) F'L.; X 3 d 2 �fb S I? EXPIRATION O APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: Notes: . X3.33 SVh� 3&0."'04d g Application Received bY� kY Date: �j �� °Z •� - Receipt number. r1�.Q� Amount Received: �f[+ I 0 1,15. B. C. Building Permit 01-23-04 pg 2 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT. SERVICES -BUILDING DIVISIONV/ 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 4 1 OWNER: /-� �C[ S l"S ASSESSOR PARCEL NUMBER / �� -0 Of Proposed Building Use: Aaw m f H Counter Technician: Date:, Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Lefler from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ^❑' 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. � 8. Manufactured homes:�•�,�1Data sheets and installation inst, JB)1Marriage line info, (�i),Floor Plan, jOd�Tie down o fndpl ns, all in duplicate. � ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of fhes% must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ,9j 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ..& K ❑- ❑❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ 20. Erosion Control Plan Required........................................................................ ........ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 22. City of Chico Plumbing permit ............................................................. V 23. California Department of Forestry Ian a roval aaid. Sent b : . P .. PP P Y ❑ 24. Planning approval (A) Use: D K(B)Parking: (C) Parcel Check: 2 - -O L --2-2o.04 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ?3� 26. NPDES Form............................................................................................. 27. Encroachment Permit for driveway from the Public Works Dept ........................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.....................::................:............................. !QI 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ;? ❑ 36. Deed Restriction......................................................................................: . ❑ 37.'PGrant Deed, N.H. Title/Statement of Facts, ❑Letter from Legal Owner,Clieck to H.C.D. $ ❑ 38.' Other. ❑ 39. Other: When issued Telephone ?!�`�- GSL/ ;. % „ and hold for pickup. I have been informed of the above items and require ontgor obtaining a building permit. 1 Applicant: N. ✓ Date: 1. Index,permit application for the above ite s numbered: Plan Chet! etter 2. Addie oral items required j Contractor, designer, owner, was advised of the above data ne, ❑ mail, ❑ counter, by Date: Contractor, designer; owner, was advised of the above d t by ❑ phone, ❑ mail, ❑ coun er b Date: Plans reviewed by: MC,/Date: 101 Plans approved by: Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance j.a E.H. �-E-6idLY Piot Wan Attschoo Root Flan Attached Sento B.D. --T Owner Location AP# Plan Approved for: Sewage Disposals Water Supply: ublic Private We 1 Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health 8/96 ialist DatQ 8 0*0_9 - d 8 3-4 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE��l t% f n 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ A. P. # 0 i 2- 5, d 0/1 DATE 2— Jq -0 RECEIPT # DATE REC. --- Revised Plan Checking Fee.... $ _ �. SCHOOL DISTRICT FEES - �� L �"_ oL ` (paid at School District Office) (form available after PlaWCheck& e n +o C64r. 3. SHERIFF FEES (paid at Building Division Residential............ $360.00 = Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) r w 11 �W&ew RE INSPECTION PLAN CHECK FEE d at Build* Divisi �r- 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be cha uring the plan c cking process. APPLICAN DATE Pursuant o vemment Code Section 6602ry.0 are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 d s from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) National Pollutant Discharge Elimination SWPPP County Non -Certification for Project # _ Storm Water Permit Compliance System (NPDES) Phase II & for Butte By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BMPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Burse County Stormwater Plan School District ( i(( A.P. Number' Property Owner Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1161 tl �-Xl. r161" -JI. 'I " Building Department No. (Y)y Jurisdiction: City County • R1 r hnrrc n -j /' (1,-� ?-// 2 r7 0 .ez--d rt eiit, (tic;yI/le, Cir. r qS%6;5 Lot No. � 4 ....................................................«................................................ Residential Development © ©� Q Q Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # •(Nofoundation Inspection) ............................................................................................ _.... ` Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 1 Q Q Sq. Footage New Addition (Including Exterior department Representative Roofed Areas) Date ,District Identification0150cation No. .� . UJ7iSchool District certifies that f3 L,.,C,/� buj- (Applicant) (Stl,eet Address) (Phone Number) Div (��� (City) (State) p (Zip Code) has complied with the requirements of Resolution No. ' 015— / D by payment of $ q-7. 9� representing "� S square feet.\ AB 2926 y r 9t FULL MMN. r $ School District Representative Paid by Check # L 'w FA' ..- Remarks: P / r t Dote nonce: Too may protein hna nmposrthon or Tn• roar haammaa soon Dy suomrtrhn9 a written praasr to ahs uhshaa, m corthphhanhw wrtn Govrmn ent Coda 8aclorh ti60T11(a), within 90 days fiornh the deli has aro Paid. Fallon to:submit a timely wrtt in protest wlll'prohibit e': you from challenging the Imposition of the has in wri court action. ` rj If, subsequent to the school District Representadw signing thio Pinta County Schools Impact Fea CartlNcation Form, Mn Sn#hI District Is � rhofllled by the applilcable Local Planning Agency that this'project Is being rwiaarad undar tin CdHomla Environmerital Quality Ac (CEQAj this project may be subject to additional school teas to hay mltgab, its impact on the school dhtrlc's schools. White (applicant), Yellow (building department), Pink (school district) feefomh.hds (10/03)dmm - AND V*1EN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 04 -Feb -2004 2004-0006455 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT .FOR RESIlbENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,. and residents of this property may be.subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and• from the pursuit lof agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said 'zones and on adjacent property should be prepared to accept such inconvenience or discomfortfrom normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SEE ATTACHED .LEGAL DESCRIPTION Date ( PROPERTY OWNERS: XG10 VStCJ Obert A. Leask BWbara G. Leask State of California County of Butte On Qaii . ozG��/ before me, �U ✓ ► 7q, i�l ,� S' �1 JLC `� i `."" � "7 personally appeared gyp„ /- A ����E' Q ,�GQ✓�c va �r- ��(j 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 roe that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on th i instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS In and and official seal. i Signature -Seal: Z-&TERRI.A. RUSIM n Commission. #1442021 a • Notsry Pubiic-Calltomia c��n APN: 072-550-014-000 U Butte County ' My Comm. Exp. 24, 2007 4cc 5pl Or.er No. 4z'587 K UCDIRIY:1OK Ali that certain real property situate in the County of Butte, Stats of California, described as follows: PARCEL Parcel 1, as shown on that certain Parcel Map filed in the ottice of the Recorder of the Cour.ty of Butte, State'of California, on July 5, 1983 in Book 93 of Maps, at page 7. PARCEL II: A non-exclusive public easement for ingress and egress and public utility ;vc. "iew Crest Drive, as shown on that certain Parcel Map filed in the office of the Recorder of the County of Butte, State 0f California, ou July 5, 1y83 in nooi; 93 cf 'Aaus, at page 7. EXCEPTING T,*iEREFROM all .hat portion lvnng within the bounds of Parcel I, described above. PARCEL IIi: non-exc_usive Public easement for ingress and egress and public utility purposes over Parcels 1, 3 and 4, known as View Crest Drive, as shcwn on that certain Parce: Map f'.led in the office of the Recorder of the County of Butte, State of California, on August 4, 1961 in Book 83 of Maps, at page 68. PARCEL ?V: An easement for road purposes and puhlic `utility purposes over a strip of land 60 feet in width and lying 30.0'01 feet on eac," side of a centerline described as follows: j COM'1ENCING at the Northwest corner of Section 20, Towns.nip 19 Fast, M.0.R. s M.; thence along:the North line of said Section, North 89° 52' 43" East, 1305.50 feet to the :enterli.ne of Oroville-Forbestown Road; thence along said centerline, South 9° 31' 02" East, 169.72 feet to the hegi;,r,:ng of a 250.00 foot radius cu_ve to the right; thence along the arc o` said --lir.ve thrnunh a ce,.tr.a? angle of 17° 19' 16" an arc distance o 75.63 feet to the trk.;_ print of.beginning f.c,r the centerline herein described; thence leavin.i said Count.; Road, J h v2° 11 06" ..P- 100 ^ ac . the c .. ._: _e_ _'_• hor�i�ni.^.�l n q ?0.00 foot radius curve to the richt; thence along the arc, of said :urve through Cont_ -a! angle of 67° 15' 13" an arc distance of ;76.07 feet: thence South 14° 55' -13" *ast, 8c.27 fetL to the (continued J C c SPI Order No. 4858' PC t I' DESCRIPTION: (continued) Continuation of Parcel TV: becir.ninq of a 100,00 foot radius curve to the left; thence along the arc of said L•utvt l:l cry` _ - !4n•° 23' 3C." an ��� do �a^nt .•thy 74` 40' 37" East, 67.72 arc JiDLa:;�c v� .,. .,. _,._ _.. feet to the beginning of a 200.00 foot radius curve te.; the right; thence along tle are v-`_ said t;urve, through a central angle of 231 35' 37" an arc distance of 82.36 feet; thence `lcrtl 48° 16' 14" East, 201.89 feet to the beginning of a 100.00 foot radius curve to the right; thence along the arc of salid curve through a i3` , ac F FPentral. Fnnle or lfb" "" � 238:6z -Pt thence South 5° 00' 02" iaest, 76.44 feet to the ;eginning of a 200.00 f•;ot radius curve to the left; thence a'.ong the arc of sZ; c through a rontral ancle of 401 02' 0.0" .in arc distance of 139.74 feet; thence South 35° O1' 52" East, :259.70 feet to the beginning uL a 150.00 foot radius curve W the right; thence along the arc of said curve through a centrrl angle of 35' 01' 58" an arc distance of 91.12 feet to point "A"; thence East 158.02 feet to the East line of the Northwest quarter of said Section 28 and the end of said centerline. PARCEL V; f,�r rnar! r ubl it ,it i l 7 t.V our;".Oses over a st_ 1 Cr An aa5�;:;1;::�. _ _. ..... i._.._._ p land 60.00 feet in width in the Northeast quarter of Section. 20, Township 15 North, Range 5 East, M.D.B. 6 M., lying 30.00 feet on each side of the following described line: BEGINNING at a ooint in the North and South centerline of said Section 20, said point of beginning bears South 0° 20' 4!" Zast, 845.62 feet frog the North cuarter corner of :aid S,.cticr: 20; thence from said point of beginning, "!orth P9° 5B' 51" Fast, 61.29 fee'_; thence South 36' 44' 3 East, X81.68 feet; thence SOL—h. II° 10' 05" East, 359 .83 feet; thence South 340 37' 38" East, 218,74 fee`: thence Seuth 7' 32' 0 East, 195.03 feet; thence South i- 04` 14tai, 349.'•7 thecce South 33' 17' 51" l0st, 168.28 feet; thence South 9' 39' 482'1 East, 130.75 feet; thence South 32' 04' 24" East, 236.58 feet tb the South line of the Northeast quarter of Section 20, and the end of said line. ENG OF 0CLIVE;NT Description: Butte,CA Document —Year. DocID 1994.7279 Page: 3 of 3' Building Permit Number: (9 Owner Name: Residential Construction Requirements 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 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 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 accept the following as compliance with the flood elevation requirements: 1. 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 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0 q-0 38V- Owner 8V- Owner Name: L-- e6w L 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 equipment including ove hangs shall be clear of all easements. A setback of 10 feet from 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. L D939CT15626-5613 (1,985 SQ.FT.) M..H.I.-2 - MOBILHOME INSTALLATION DATA ........ 1 Owner's Name: LUSK, ROBERT & BARBRA 2 . Assessor's Parcel Number: 072-550-014 3 . Installer's Name: , SKYCREST ENTERPRISES 4 . Is the site currently under permit? Yes [ ] No [ X ] Permit No. 5 . Is the site an existing site: Yes [ ] No [ X ] (If yes, furnish two plot plans). 6 . What is the electrical rating of the mobilehome? ' 100 Amperes. 7 . What is the mobilehome site circuit breaker rating? 100 Amperes. S . What is the electrical rating of the mobilehome site? 200 Amperes. 9 . is the main service remote from the mobilehome site? Yes [ ] No [ X ] 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 [ J No [ X] If yes, please identify the load and size: a) The mobilehome site: j Load - Amperes - b) The main service: Load - 1 1 . Type of gas service at mobilehome site: Amperes - Natural 12 . Size of gas pipe at the mobilehome site from the meter or tank: [ ] Propane [ X ] None [ ] 3/4 inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? 25 Vt.) I . 14 . What is the mobilehome gas demand? BTU.* *(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 SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION � F COUN V v RUCLDING DEPARTM 30# STD FNDTN 01 ��� f A If T--1 T 7 MOBILEHOME SUPPORT DATA Mobilehome Manufacturer: SKYLINE Manufacture Year: 2002 If other than single wide, furnish Setup Model Number: D939CT Width:. 39' (ft.) Length: _56'_(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 bade [ ] Other: _ ABS PADS SUPPORTS: Concrete block [X] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I Line 1 Line 2 Line 2 ............................................................................................ Line 2 Main Beams 0 Line 2 ............................................................................................ Line I Line 3 Line 2 Main Beams Line 2 ............................................................................................ Line 1 Line 5 ............................................. Tag or Triple Line a ................... .......................... i Line 1 Line I Piers: Size minimum: Spacing maximum: From ends -maximum Line 2 Piers: Size minimum: Spacing maximum: From ends -maximum Line 3 Roof. Loads: Size minimum: Location (from rear): Line 4 Roof Loads: Size minimum: Location (from rear): [24X24 6' 0" 2' 0" Line 1 Openings: Size minimum: Each side of openings Nvith Nvidth over: Line 4 Piers: Size minimum: Spacing maximum: From ends-maximumI d." [24 x 24] 4' 0" ]XI ) 5"d1l 24x24 2;4x24 24x24 24x24 24x24 13'4' 18'8" 25'4" 41'4" 5¢'0"' �� '4w� ��� 9T?CT 30# STD FNDTN 24x24- 24x24 24x24 24x24 jee 16'6" 22'10" " 35'2 41 OVER 1 ,qp mss �rFOer �----13'-4�5-4"�-8" 16 S-4�- /Q r� t 4 4 Z90 Fs 1 yl - ` T 1 � 1 � 1 O c C 13'-4' 18'-8" 25-4" 1300 i 1340/ 39001 74801 E rno C i 1 a 1 c pr g � l � 16'-6" 22'-10 35-2" 41'-4" 1550# 15501 1500 i5001j I I 1 • 1 I II 1 RLE 9321 VIOL. 1355 2S-4' I i 10-8 —� 1SEC. 51 PG6-79F 30## CENTERLINE SUPPORT REQUIREMENTS DRAIN VAN THIS SHEET IS TO BE INSERTED WITH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR DATE:Zoo1 30# ROOF ZONE SNOW LOAD. SEE A60VE PRINT FOR LOAD REQUIREMENTS AND LOCATIONS. 301 ROOF 1 4W UTE LOAD I 5626—M-2B—CATH (W/56 TAG) D939 -CT f REVIEWED By BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY approved as subrnitted ��pproved with conditions per attac d . heet. Z(t b 10 --- Date NG ,r4..t_ HANGSSTRUCTURESHALL 13E CLEAR OF ALL EASEMENTS. OVERHANGS TS. A SET SACK OF '30 FT. FROM THE SIDE AND 30 Pr, FROM THE REAR PROPERTY LINES AND . FROM THE R®AD CENTERLINE SHALL BE CLEAN i OF STRUCTURES AND EQUIPMENT EXCEP cOR A 2 FT EAVE OVERHANG. AP# 072-550-014. 5+ ACRES ,LANDING DIVISION - BUILDING PLAN APPR1OVAI Use: DK Z Date: Parking Landscaping: Other. Signature: 3 LEACH FIELDS 100'-0" LONG _ I�a"raclo3 .CDFQFIRE SAFE REQUIREMENTS :Z Z- ` �o �� ar D QE k' l k �v�_ 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. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. [X] 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. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 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 r 1 -72-a-Mo AP# PERMIT# NAME [X] 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. [X] 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 [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. IN 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 minimum 30 foot setback for buildings and accessory buildings from all 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 on page 3. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AN R,o PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves ( ] If Building Setback is.Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % 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 3of3 Fpb 13 0, 033,8p Dev SVCS 6 Env Health 530 538-7785 �4y) ,06 'B89 /6�INLl , Ijq* * 0"-f p,l INOnE —"�eoo the aftached is denti l Qc�r�� r A lR uirements cri LEP Pages ELECTRIC !kL, MECHANICAL, AND PLl1E40NG CONSTRU.-OTI N ( NOT PLAN CHECKED ) SHALLCO,4PLY WITH CURMNT EDITION OF NEC, UMC AND UPC. 0► iev Vol O �q,s4 . N M�IMC moors NO6.07-� � /g►2.97 Q - 05aq ren C BSE COUN I� UILDiNG DEPARTNIJ,� . P P R 0 V cn c O czi %C 5 0) O z CL CID m 4 �Gi i 2 o� O 0I Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX Bpi FOOTER SIZES COMPONENT PAGE RELEASE SECTION NUMBER DATE INTRODUCTION - 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 Bpi FOOTER SIZES COMPONENT WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS 16 9/2/03 SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03- /2/03- COMPONENT PARTS AVAILABLE UPON REQUEST Approval W"ACRlUM ROURAWMA lWW FOUNDAMON SYSTEM - =a= AM SffM CODE. ®Citi IBM TOCORPAMOM AffR0VAL V= NOT AVTRQR1= ORA"OSS OMMONS OR nsaAMON ".0M RSQUIRBM IS APMCAME STATE LAWS AM RBQU"TWM Stale of CAMWift =camwft DW&bP" CCDBS "M StAtiD BME COW1 Y RUILDING DEPARTM r - L 0 N O O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add_ 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V -Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. it. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Page 4 California�'X*xm 9/2/03 Vector Dynamics - - Foundation Systems oto Longitudinal Component Parts List • Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector : System, single stack block sets only. = _ Longitudinal struts not included) �,.� fir:: • Longitudinal Stabilization . " Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, a tension brackets, nuts and bolts. `a (for use with #59036 & 59049, longitudinal struts not included). , 3 _ . 3 Sq. Ft. Pad Vector Longitudinal System #'59026 -Includes 2 beam clamps'.. "y 2 tension brackets, nuts & bolts. _ (for use with #59271, longitudinal 4 struts not included) Lf Struts for Longitudinal Systems Y Part No.. Length Pier Height. ® # 59016 30" up to 2 Blocks # 59012 - 39" up to 3 Blocks # 59013 44" up to 4 Blocks , # 59014 '53" up to 5 Blocks ..� # 59015 , 65" up to 6 Blocks PVC Adapter Bracket A ` . # 59281 - For use with Schd 40 PVC • Center Compression Strut ® Z # 48612 - Single Section, 62% 108" Li# 48613 - Double Section, 34% 60" includes short u -bolts nuts washers ( s s aK �� and 6 self taping screws). Page,5 California 9/2/03 E I Or - Longitudinal Stabilizer Devices The .use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I I I Wind Zone Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section Wind Zone I Tag Section 0 48 Ft. Max. California 9/2/03 50 in max. Maximum Pier Heiaht Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights 4aximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". �X4=ucm Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 ARON— S INNER ...w -� Y Y� \y Long U -Bolts 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite 1 -team & down to out- side tension bracket. Cul st,ap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap urrlil ~ight with 4-5 wraps around bolt. Repeat with ahWsite strap. California r4�- ilex N W 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite 1 -team & down to out- side tension bracket. Cul st,ap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap urrlil ~ight with 4-5 wraps around bolt. Repeat with ahWsite strap. California r4�- ilex Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers L.S.D. 0to72' .3 w. 2 .3 2 73' to 90' - 4' a 3 ,. 4 2 -WIND ZONE 1 SEISMIC ZONE 4 Vector Dynamics Systems Required for Single Section Homes (Materials Required) 'home section 01 OLI • _ \ y of . - H L • \ r¢ .� Y3Ps4 is$� } .. �� E 'Z3... _. „3f , �4 w f � rL CD . CO 4MOk R ` � 34 Note: L.S.D.=LongitudinaF NOTE: Vector Systems should be spaced as Stabilization Device symmetrically as possible along the length ' See Page 6. of the home. Pier spacing must be consistent with home manufacturers' Soil'Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. n 2. Soil Bearing Capacity: 1;000 PSF minimum �' Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Anchors Required Required Per Side or 24" Pier 24+" Piers L.S.D. 0to72' .3 w. 2 .3 2 73' to 90' - 4' a 3 ,. 4 2 Al r $, f ' e�to- 2 , Each Vector System requires one of the following:9��py. ry 1-4x4'or 2-2x4's,pressure treated wood compression member, CA)_ Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) �2'sq. ft.^ pad " . j co co O w WIND ZONE I, SEISMIC ZONE 4 Vector Systems Required Anchors Required Per Side L.S.D. — ♦ \ 2 41' to 66' 3 0 L 67' to 84' , Vector Dynamics Systems Required for 4 85' to 90' 5 0 4 I ` Double Section Homes - \ \ (Materials Required) , _ - - " " " _ _ - - On hOme " _ ; \ -J ` Xf, 1 � ♦. �IF�� £ �� \ •ss. 1 Yx's" } £fr �� ♦I '�`�34\��4 ♦ .";� uP.... \` b'Q Vis, „mew>• � �;; � Fye ��%a �{�I����14�453���' ♦ ,vw>-. ♦ r,�. 1 �,Y.', yt x}:. S' ^ w #�'"Y �ai� ��?!s���B AS93Y. �' Y`t I � � ♦ ♦ I �, ♦ t � 1 \ _•: ,* NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum —� Anchors Required": None (`Marriage wall anchors may be required by home manufacturer) No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0to40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' 5 0 4 Each Vector System requires one of the following: 1-44 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. •' WIND ZONE I, SEISMIC ZONE 4 -:-- "- on hums ems \\ Vector Dynamics Systems Required for - _ - - ' ' " " , _ - - 'ft m�1t� seo t,jectot Sy Triple Section Homes - ' - - - , mp,e of -06 ra\ spac,ng X \ (Materials Required) - - - -� - - ' EXa shows g . I `♦ ' \ —' @fig `"#'1� `♦� � — —' I - a 3q� fete ♦ • 9 ' w ,£ wYFY ,�� � �iCil �rs�! y ' , �F \ ' «r ., z , .:;* � ♦ ` I .ara. F . � {, Vii= {t ♦ NOTE:. _ .. ' -' � '}. a ' � ; �{ '; '� .� _� "• '_'. When a pier height at Vector locations exceeds 46", ans _ anchor must be used on the outside wall/beam at that Tag or__ --,,y - approximate location. full ♦ , y triple ♦ NOTE: Vector Systems 'should be spaced as f symmetrically as possible along the length of the `f home. Pier spacing must be consistent with home & 46 manufacturers' instructions and/or state requirements., Soil Classifications: 2, 3 4A , 'Soil Bearing Capacity: -1,000 PSF minimum -Anchors Required*: None (*Marriage wall anchors'may c be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' ,2+2onTag 0 _ 2 1 49'to71', 3+2 on Tag l), - r 2 1 •72'to84' 4+2onTag 0 2. 2 85' to 90' 5.+ 2 on Tag 0 , 2* 2„ CD Each Vector System requires one of the following: 2 sq. ft. pad 2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member,'. Schedule 40 PVC Pipe or -1 adjustable steel compression (see parts list)- w co co N WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) ''_"" - ''"-T Vector Dynamics Systems Required for , - _ - ' " - ' ; Double Seelion Homes (High Pier Sets with Diagonal Ties)�Ct1on home' J� ` - ' b\e sed'00 1e of a72 dog , I i NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height 6�1 nit Width See Page 7 co �p I -Beam Spacing � q..p as Min. 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' S 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 (Hurricane) Vector Dynamics Systems Required for I . Single Section Homes (High Pier Sets with Diagonal Ties)- _ se6onor s1 en sa\ ga\de\Ines , + - _ " - -a��at\on ma o I 1 _ ie 01 a eneta\ sP h°rne ' EXampsh°Ws 9 est be to \\1ussC at%d sPa°�n9 m I I ti)nPad I tc co co 1 W �A I WIND ZONE 11 (not to scale) N. 24" w f)4�� Lj ••� w �2 sq. ft. pad Soil Classifications: Soil Bearing Capacity: Anchors Required": 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 2 K. mac. tyP. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) W <Q CD C) a K 0 0 W WIND ZONE II, SEISMIC ZONE 4le Vector Dynamics Systems Required for �t`o� ho stems. 1 ideiines Double Section Homes , - - ' ' " " - doable Seg Vector man`'a� 0{ a -72 e t spa .mg �nstailat�o EXamp`s owsg n aetoh �111�st�ana spacing Must on pads \ ` NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Soil Classifications: Soil Bearing Capacity: Anchors Required': 2,3, 4A & 4B 1,000 PSF minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0 to 48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 6 3 73' to 84' 7 7 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) c Home Length Vector Systems Required' Anchors Required Per Side ` LSD Main TAG 0to48' ., 3+2 on Tag 4 2 1 'WIND ZONE II, SEISMIC ZONE 4 4 + 2''on Tag 6. 3 2 72' to 84' 4`+ 3 on Tag Vector Dynamics Systems Required for -3 2 85', to 90' 5 + 3 on Tag 8 3 J. 2 Triple Section Homes om `ems- " `♦ ♦"\� (Materials Required) _ - - 1t� serge �� - ' ' " "�6 tt ma°` g f°r n ' `\\ ♦\\ �\ _ " _ 'mPke of a neva\sP - -1 ; • r - ------ _ _ Xa °W s ge -''" sh t �\ x ♦ \ \ ♦ \ ♦ `wsEaC�on S � F • i %, � .. � I K � `fix r�' ,� ♦ x � • r, ,. I � " Jt fix" ♦\ «,� .. NOTE: ` When a pier height at Vector locations exceeds 46", an - sF `\` ,x`t f �y_ anchor must be used on the outside wall/beam at that ♦ ' . � approximate location. - . `.A g ♦ ♦ "� - . � � by .. 11��i+v 44 � \ : I r< a a'�, C NOTE: Vector Systems should be.spaced as � ' r� c , symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions -and/or state requirements:- Tag ori• .. full triple p Soil Classifications: 2, 3, 4A, & 46 - Soil Bearing Capacity: 1,000 PSF minimum - Anchors Required": 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength: " c Home Length Vector Systems Required' Anchors Required Per Side ` LSD Main TAG 0to48' ., 3+2 on Tag 4 2 1 49'. to 71' 4 + 2''on Tag 6. 3 2 72' to 84' 4`+ 3 on Tag 7 -3 2 85', to 90' 5 + 3 on Tag 8 3 J. 2 Each Vector System requires one of the following: w 1-4x4 or 2-2x4's pressure treated wood compression member, ' Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list), 2 sq. ft. pad 2 sq. ft. pad' r For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive System for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 16 - California 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS )r Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as ribed in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: _ 16x16 = 256 sq. in. - _ 20x20 = 400 sq. in. or 16x18 = 288 sq. in. or 17x25=425 sq. in. EQUALS �� - _ -, I EQUALS 2 -Vector Pads # 59275 F - 1 __ - ` A 1 -Vector Pad # 59271 288 sq. in. or 1 1 432 sq.,in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional Engineer Jamiliar with site conditons oam Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket,. Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt �sam 9/2/03 Vector Dynamics SystemFt for Concrete Applications r InstructionsAM f r m 9. Put a washer and nut on one of the 3/W x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt. into the hole. Maximum height for expansion bolt above concrete is 2". , 11. Repeat for the other hole in the outside tension bracket and the two .holes on the other : Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete. blocks. Place washers and nuts on, each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go. over the opposite pier and down to the outside tension bracket,`plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u=bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Vector .•.pad �v f\ .aJe 0 for concrete Inside,`�� Tie Bracket a W Compressh boards or PVCiPipe Concrete footer U -bolt e Page 19 California 9/2/03 Installation Notes TIE DOWN ENGINEERING • 5901 Wheaton Drive • Atlanta GA, 30336 ,'NE www.tiedown.com * (404) 344-0000 a FAX (404) 349-0401 ,DOWN i . , 4 SITE PLAN REVIEW APPLICATION Date: AP# �:5 � _e Permit Number (if applicable) OL -4 0 • APPLICANT INFORMATION Parcel Size: A C— Owners Name: k -tears Address: t �. �� n ��« 2D16 Sr(I ( )57 Telephone No.: 6 (F5 --s3 9,1 V Situs Address:�'e Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel IN Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family • Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): - DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved BY Date 1Z S Page 1 of 5 0 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: " ❑ Land Conservation Act Minimum Acreage: El Nitrate Action Plan (See Environmental Health for standards❑ Verify residence can be built per contract• ❑ 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: • Flood Pane! No.: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 F-1MinorVariance ❑Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision Map Side Side Street l Rear Q Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. f so Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire, • ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ---------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ' ❑ North Oroville Area ❑ Other (per map) * Check with school district .to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By • l Deeds: Date of Creation:. Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No El '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 11 Subdivision Map/Parcel Map: Map Date of Recording: -?-S- 83 Lot: I- E] Use Permit/Minor Use Permit Permit Number: Book: C 3 Date of Approval: Page: • 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 PI must be prepared by a registered civil engineer or other qualified professional and submitted to and approved by the Department of Public Works. .6 ❑ 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 roa Page 4 of 5 V (RJ 649.87' PA R CE[ / 501 Ac. 645.48' w� I /5/ TH E, I I RU /69, /8Z &3 M 6'8 2 E NOTE NO / / v ) 95 o q ,S'/6 2658 OR 532 2647 OR 67 �'A�PCEL 2709 OR 47Z .S O/ 4 j N 7"W 1 6/7. 63' r� \ I L D939CT15626-5613 (1,985 SQ.FT.) 100' w 35'-0' 0 jl r SEPTI TANK t e ,t w 100'-0" i LIZ .0 C ISO/ �a f L d/,h e AP# 072-550-014 5+ ACRES 3 LEACH FIELDS 100'-0" LONG `clf,,V _Yt Al" `� ,GU,tcrw Yom. A