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HomeMy WebLinkAbout063-040-061BUILDING DIVISION . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONING 0 —® Vo— — 0 OWNER ' PHONE NO. OWNER'S ADDRESS 9 1 ar�\S � LOCATION OF BUILDING m (.Q Q IC ao f Ftyst (S+ Chico,, CA 6?S-g2_ USE OF BUILDING YS.I� Z SIZE OF STRUCTURE 'X�'= SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME ✓ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING00 / ROOF COVERING / 7' FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $_ o7, 0 K AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT ' O , SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to co with the requirements in effect at that time and before occupancy. Date - Signature of Owner G~ er It F` The above described AG Building is exempt from a buf ding permit. O9 • F O PAR L PD ROOF ISS Receipt No. Manager B ding By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant 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. DEBORAH A. PENNER REAL PROPERTY OWNERILESSOR 360 EAST FIRST STREET MAILING ADDRESS CHICO BUTTE CA 95928 RECORDING REQUESTED BY: 2 0 10,4 — 0 10,4 3 9 3 3 13425 DOE MILL ROAD Recorded I REC FEE 10.00 INSTALLATION MAILING ADDRESS, IF DIFFERENT Official Records I CONFORM 1.00 FOREST RANCH BUTTE CountYYf I CITY COUNTY BUTTE ZIP SAME CANDACE J. GRUBBS I AND WHEN RECORDED MAIL TO: Recorder ROSEMARY DICKSON I SAME Assistant I Alyce MAILING ADDRESS 09:33AM 20 -Jul -2004 I Page 1 of 2 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE STATE ZIP OROVILLE CA 95965 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. DEBORAH A. PENNER REAL PROPERTY OWNERILESSOR 360 EAST FIRST STREET MAILING ADDRESS CHICO BUTTE CA 95928 CITY COUNTY STATE ZIP 13425 DOE MILL ROAD CITY COUNTY STATE ZIP INSTALLATION MAILING ADDRESS, IF DIFFERENT 538-7541 BUIL ING IT TELEPHONE NUMBER FOREST RANCH BUTTE CA 95942 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 04-025 530 538-7541 BUIL ING IT TELEPHONE NUMBER SIG ARI; OF L LOCAL AG DATE . NO DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. FLEETWOOD 1996 SUNCREST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMENUMBER CAFLTI7 A/B 19211SC12 68'8"x12'10"&68'8"x12'10" RAD940320/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP # 063-040-061 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD. Building Dept. Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCELI: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 17, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 76. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE COUNTY OF BUTTE BY DEED RECORDED OCTOBER 9, 1974, IN BOOK 1943, PAGE 697, OFFICIAL RECORDS. APN 063-040-061-000 PARCEL H: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF PARCEL TWO, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 16, 1973, IN BOOK 45 OF MAPS, AT PAGE(S) 4. PARCEL III: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH LYING SOUTHEASTERLY OF: -,THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE ALONG SAID CENTERLINE NORTH 39 DEG. 04' 00" EAST, 498.97 FEET; THENCE NORTH 60 DEG. 12' 10" EAST, 957.30 FEET; THENCE NORTH 42 DEG. 06' 20" EAST, 384.12 FEET TO THE END OF SAID LINE AND THIS DESCRIPTION. PARCEL IV: A NON-EXCLUSIVE EASEMENT 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE SOUTH 28 DEG. 00'35- WEST, 139.2 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SECTION 9 AND THE END OF SAID CENTERLINE. 12 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE . OROVILLE CA 95965 COPY of Document Recorded 20 -Jul -2004 • 2004-0043933 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. DEBORAH A. PENNER 7 COUNTY CENTER DRIVE REAL PROPERTY OWNER/LESSOR ' 360 EAST FIRST STREET OROVILLE BUTTE CA MAILING ADDRESS CITY COUNTY STATE CHICO BUTTE CA 95928 CITY COUNTY STATE ZIP 13425 DOE MILL ROAD INSTALLATION MAILING ADDRESS, IF DIFFERENT DATE FOREST RANCH BUTTE CA 95942 CITY COUNTY STATE ZIP SAME 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 04-025 530 538-7541 B ING TELEPHONE NUMBER —' SIG A OF LOCAL AG i I L DATE NO DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD 1996 SUNCREST MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFLTI7 AM 19211SC12 68'8°x1210°&68'8"x12'10" RAD940320/1 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION QFR ATTACT4FD ASSESSOR'S PARCEL NUMBER AP # 063-040-061 Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 17, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 76. EXCEPTING TIM; EFROM ALL THAT PORTION CONVEYED TO THE COUNTY OF BUTTE BY DEED RECORDED OCTOBER 9, 1974, IN BOOK 1943, PAGE 697, OFFICIAL RECORDS. APN 063-040-061-000 PARCEL 17: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF PARCEL TWO, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 16, 1973, IN BOOK 45 OF MAPS, AT PAGE(S) 4. PARCEL III: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH LYING SOUTHEASTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE ALONG SAID CENTERLINE NORTH 39 DEG. 04' 00" EAST, 498.97 FEET; THENCE NORTH 60 DEG. 12' 10" EAST, 957.30 FEET; THENCE NORTH 42 DEG. 06' 20" EAST, 384.12 FEET TO THE END OF SAID LINE AND THIS DESCRIPTION. PARCEL IV: A NON-EXCLUSIVE EASEMENT 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE SOUTH 28 DEG. 00' 35" WEST, 139.2 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SECTION 9 AND THE END OF SAID CENTERLINE. BUILDING PERMIT NUMBER: 04-0251, Address or location of unit: 13425 DOE MILL ROAD, FOREST RANCH CA 95942 - Legal Description of Real Property: AP # 063-040-061 SEE ATTACHED - (x) Mobilehome/Manufactured Home O 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: DEBORAH A. PENNER Owner's address: 1517 BROADWAY STREET, CHICO CA 95928 INSIGNIA OR HUD NUMBER: RAD940320/1 SERIAL NUMBER OR V.I.N.: CAFLTI7 A/B 19211SC12 MANUFACTURER'S NAME: FLEETWOOD YEAR: 996 OFFICIAL APPROVING INSTALLATIO DATE: PHONE: (530) 538-7541 H.C.D. 513C STATE OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD Manufactured Home Decal No: LAX0264 Manufacturer ID/Name 09534 FLEETWOOD Trade Name SUNCREST Model 5663A DOM 10/16/1996 DFS 10/28/1996 RY I Exp. Date Serial Number Label/Insignia Number Weight Length Width SPC SCC Exempt Use Type CAFLT17A19211SC12 RAD940320 23,100 66-8" 1 12' 10" 04 SFD LPT CAFLT17B19211SC12 RAD940321 21,700 66'8" 12'10" Issued Total Fees Paid Jul 07, 2004 $82.00 AddresseeOVSING qti DEBORAH A PENNER p �� 360 EAST FIRST STREET OIBM z CHICO, CA 95928 3 �� w G� a� O DEV0' Registered Owner(s). DEBORAH A PENNER 360 EAST FIRST STREET CHICO, CA 95928 Situs Address 13425 DOE MILL RD FOREST RANCH, CA 95942 IMPORTANT THE OWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 3517917 07072004- 335 ECORDING REQUESTED BY [ID VALLEY TITLE AND ESCROW CO. VD WHEN RECORDED MAIL TO: eborah A. Penner 517 BROADW&Y :HICO C&-95928 ..P.N.: 063-040-061-000 00\!b 212)Gt2—QDGD6'3841 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 20 -Dec -2002 REC FEE 10.00 TAX . 74.25 Shauna Page 1 of 2 e Above This Line for Recorder's Use Only i - 1 Order No.: 204586cg GRANT DEED Escrow No.: 204586CG HE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $74.25 X ] computed on full value of property conveyed, or ] computed on full value less value of liens or encumbrances remaining at time of sale, X ] unincorporated area; [ ] City of Forest Ranch , and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, Humberto H. De La Cruz, a Married Man as his Sole and Separate Property and Antonio H. De La Cruz, a Married Ulan as his Sole and Separate Property hereby GRANT(S) to Deboralt A. Penner, a Married Woman as her Sole and Separate Property the following described property in an unincorporated area, County of Butte State of California; See legal description attached hereto and made a part hereof. / Do yL-02/1 �Q �2 - 1 e4 umberto H. De La Cruz / J Antonio -H: De La Cruz Document Date: December 10. 2002 STATE OF CALIFORN ` )SS COUNTY OF Lam\—CC-I> Oil bcforc nrc, t -e- 1� darn personally appeared ltirn �r�vD personally known to me (or proved to me on tt�e sof satisfactory evidence) to bet a person(s) whose name(s) is ee ubscribed within instrument and acknowledged to me that he /s /they ecuted the same in his/her/ eir a orized capacity(ies) and that by his/her/ eir natures) on the instrument t e person(s) or the cntij�po�f which the persons) acted,,executed the instrument. WITNESS/fry han4 angYgfficiaVqcal. Signal rc This area for official notarial seal. CHERIEL. GIAMBALY0 Commission # 135.7661 Notary Public - Califomia San Diego County @,M;y Comm. Expires Jun 14, 2006 T. 23N. 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CE- --'R A - :.9 1.9. )'' -`5-z _ 1x}72 r 3 may or may not be a survey RS Of the land depided r OU i 3nta eha1W not ley upon S for , fwrpose other _ _ _ Assessor's Mop , No. 63 —_Q4 _ sntation to the general location of the'pareel or NOTE' Th. porters are for ossesamalr ;ur c I 5epleted. Mid Valle Title and OO'es •• cc Y ESC7Ox COm an onlr and mu7 not ranalll�re % Si•` ¢. --- 1 disclaims BnY RaATi1y for alleged toss or dam Y 4 .rc a b. t7/ Count 'of BU/ie, Co/% f. y resuh hom rermloe ruv.1 n.r. ___ � = j' Butte County Department ofDevelopment Services ADMINISTRATION' BUILDING' GIS' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile May7th, 2004 Ms. Deborah A. Pinner 1517 Broadway Street Chico CA 95928 RE: Request for HCD 433A (mobile home on a foundation system) Location: 13425 Doe Mill Road, Chico CA 95928 AP # 063-040-061 Dear Ms. Pinner: The County of Butte requires these items: a letter from the legal owner of the mobile home stating that a permanent foundation can be attached to it, a grant deed with legal description attached and a letter of lost decals or the decals themselves. Please mail or drop off said documents at Butte County Department of Development Services Building Division located at 7 County Center Drive, Oroville 95965. The recorded 433A and supporting documentation must be mailed prior to the State of California removing the mobile from state license rolls and the Butte County Assessor treating the mobile as real property. Should you have any questions concerning this matter, please contact Alice Mefford or Tammie Powell at (530)538-7541. Thank you. Sincerely, Tammie Powell Plans Application Assistant Cc: Bruce Broderick @ P.O. Box 786 Magalia CA 95954 i �� �-o-�/G-�� l �e�x�c�h f�.ev�vv�a- CUA✓- G � S/ i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-001 1 727 --� Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:16PN 02 -Mar -2004 REC FEE 10.00 CONFORM 1.00 Kathyh Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: c,h1 -C'e esr y p' 779 cLU Date D L P OPE TY OWNERS: State of California County of ,�'j u 1q1 -V1 before me, personally appeared ,L)OfJOlMe . '-*7L /-IF-Al F -,e personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my !! and official seal signature Seal: BARBARA S. WRIGLEY COMM. ! 1255554 COUNTY OF BUTTE co Con tin. Expires March 91, 2004 Description The land referred to herein is situated in the State of California, County of Butte, ,and is described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 17, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 76. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE COUNTY OF BUTTE BY DEED RECORDED OCTOBER 9, 1974, IN BOOK 1943, PAGE 697, OFFICIAL RECORDS. APN 063-040-061-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF PARCEL TWO, .AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE .OF CALIFORNIA, ON JANUARY 16, 1973, IN 'BOOK 45 OF MAPS, AT PAGE(S) 4. PARCEL III: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH LYING SOUTHEASTERLY OF :THE! FOLLOWING DESCRIBED LINE: Y COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE ALONG SAID CENTERLINE NORTH 39 DEG. 04' 00" EAST, 498.97 FEET; THENCE NORTH 60 DEG. 12' 10" EAST, 957.30 FEET; THENCE NORTH 42 DEG. 06' 20" EAST, 384.12 FEET TO THE END OF SAID LINE AND THIS DESCRIPTION. PARCEL IV: A NON-EXCLUSIVE EASEMENT 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE SOUTH 28 DEG. 00' 35" WEST, 139.2 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SECTION 9 AND THE END OF SAID CENTERLINE. NOTES , RESIDENTIAL PERMIT NO.4„063-040-061 __U4-U255_PE114NER,DEBORAH DOE MILL RD, gkfffT= Cont: JIM WELCH f7o'4,5pF r6a-l-cC.- NEW DECK 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/0 -Concrete Water; MH Test -Regulator -Connector 4. Water; Location -Test -Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Tie Downs -Type -Installation Cert. 6. Gas; Location -Test -Wrap;-/ /" L'ft. % P Nat. or/ /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect 8. Utility Clearance Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test Ext.; Steps -Doors -Landings Date 6. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings;•Size-Spacing-Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 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 Occupancv MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Date Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 5. 1. Zoning Requirements -Setbacks -Easements 6. Carports; Windows -Doors 2. Footings; Size -Spacing -Marriage Line Electric 3. Blocking 9. 4. Gas; MH Test -Demand -Valve 10. Roof; Shthg-Roofing 5. Electricity; MH Test Ext.; Steps -Doors -Landings 6. Water; MH Test 7. Water and Sewer Connected Card B-1 Date Card B-1 8. Gas and Electricity Tagged. Card B-1 Date Card B-1 Date 9. Exits 1. 10. License Decals 2. Soils; Compaction -Structure Stability 11. Verify #'s with Office Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Elec.; Pool Lighting; 15 Volts-GFI Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 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 - =Not AAppplicable . = Not Ready RESIDENTIAL Date UNDERFLOOR (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Date 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 Date 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date 16. Insulation (Single & Duplex) 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 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 57. Siding -Nailing Veneer 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 Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Date 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 O 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 70. Stairs & Rails 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound _ 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. 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 ❑ Yes _ 83. Following Instld./Drive O Yes O No/Walks O Yes D No/Planters O 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION N *7-C6unty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT X 1)' / 7 (Rev. 12/96) r� ASSESSOR PARCEL NUMBER (/ /U �.� J (.� / ZONING 1 I BUILDING PERMIT 1 t / OWNER C. t 'y -) i L, I I N S .TELEPHONES' SO.FT._ OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME t TELEPHONE CONTRACTORS MAUNG AQDRESS I )�, :.t -D 1 �..-t. .s. 1.-.• ./� `'!'_'�,1� i t.il�._L -( CONSTRUCTION LENDER I Fireplace LENDER'S MAULING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ C. ARCHITECT OR ENGINEERS MAILING ADDRESS , Plan Checking Fee $ BUIL fNGAD RESS, j \, Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME L'N, P EL•MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE / SF ❑ Duplex ❑ Mobilehome @7 Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 2/1 Describe Work: V r �'' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VOR LESS Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. t� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNo OCCUP. OR ADONS. ( a ACC. S. s0 3.50FT. NNo�Na°ESIU MULTI.OUTLET @7,50 APPARATUS E SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20 .00 BAL @ �. 0 Ex. Occup. DFIxuTEE'A q'pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) LLJ� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. z,✓c/ Date r D 4,1indicated Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent" f An OSHA permit is required for excavations over 60"deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE r TOTAL FEE $ HA ,,. D. FEES IMP �. FLOOD ✓ CDF ' PARCEL '� PD HD ISSUE Y This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. By, sf71 �� .� Date PERMIT EXPIRES ON`/.�/ 1 ] IF / Date Receipt No. 761 WHITE-D.D.S.-B.D. CANARVASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES k RESIDENTIAL PERMIT NO. _ _063-040-061 :_ ___.....04-0251. .— PENNER, DEBORAH DOE MILL RD, -6 v`I Cont: JIM WELCH ;;,.Gs+ NEW MH NEW SITE PERM FND Qq. o? 5- S ;fi 1 pz Cie fl 4 THE HCD FORM 433A FOR THIS MH CANNOT BE , TO H ,'RECORDED URNED IN E BUILDING F THE NIS ON: G HAS }*B EN -C (I )`'LICENSE PLATE(S) OR DECAL (THE f' INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW `MH'S).� INSPECTOR TO VERIFY SERIAL & LABEL #'S. x � SPECIAL CONDITIONS CHECKED BY SRA Ij FLOOD CERTIFICATE REQ. FORE SPR,'fNKLERS REQ. SPECIAL INSPECTION ITEMS } VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r Y t OFFICE COPY ~ Address {r GAS Sdnt^ Meter BY—Date ELECTRI (� _ f Meter By Date ` :JOB FINALED (Date) '" ` ` 'Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 51. 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped Garage Fire Protection Framing -RC Channel 8. Piers -Fireplace Ftg.-Steel 53. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 57. 15. Access & Ventilation 16. Insulation Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 61. 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Insulation -Walls -Ceilings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 63. Infiltration -Walls -Windows 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 23. Fire Sprinkler; Test FINAL (Plans) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 24. Fixture & Transformer Clearance -Ins. Protection 67. Bedroom Exiting 25. Elec. Receptacles Spacing -Lights & Switches at Doors 68. G.F.I. & Bath Fixtures & Tub Access -Spa 26. Size Boxes & No. of Conductors Stapled 69. 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Stairs & Rails 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 71. 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 O Yes 0 No Elec. Outlets at Wood Panel, Int. & Ext. 32. Service -Riser Conductors & Ground Main Disconnect 73. 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light Elec. Outlets & Receptacles at Kit. Counter 35. Smoke Detector 75. Garage Fire Door; Swing -Landing -Closure 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 Plb.; Elec. & Mech. Equip. Listed for Location 37. Vent Fan, Exhaust above insulation 79. 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Insulation -Foam -Looked in Attic 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 Clearance Looked under Floor 0 Yes 41. Sills Proper Materials & Anchors 83. 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 Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 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 0 Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes 0 No/Planters O Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 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: J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test-Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Cert. of Occupancy 7. Well Clearance & Disconnect 8. Utility Clearance 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PER ANENT END SYSTEM (ONLY) Z ing Requirements -Setbacks -Easements Ae"Footings; Size -Spacing -Marriage Line *`As; MH Test -Demand -Valve Electricity; MH Test 6. Water; MH Test 7. Water and Se _ jQ,:fn_nected �s and Elec4<ity Tagged Exits 10. License Decals 1 Verify #'s with Office Date I VY Card B-1 / Date Card B-1 Date ' Card B-1 Date Card B-1 c.AF L-7 Aig2.I►sc,I2 Q k(N AD0% D3 zo 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- Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche i 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Coprlty Conter Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. r~�1- (� -7 �1 (Rev. 12/96) APPLICATION AND PERMIT _ L , ASSESSOR PARCEL NUMBERv 1 v! /!) ,�,/ ZO.N°.�,' U �" BUILDING PERMIT V OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS _- CONTRACTORt—NAME �.. TELEPHONE �. CONTRACTORS "UNG ADDRESS• CONSTRUCTION LENDER Fireplace r.. LENDERS MAILING ADDRESS Total Valuation $ (. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 mif Fee $ d _ / , ARCHITECT OR ENGINEERS MAILING ADDRESS /�. -Plan Checking Fee $ Z BUILDING AD C" :Il r_ ' p .,^� ' I i V 1 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex /Mbilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK % New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation I7/ Other. ❑ _ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 / 4 Mobile Home S G W @20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�ooA OR, '.ss 23.00 ' LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, mill do the work, and the structure is not intended or offered for sale. 2" I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCSUP. OR ADDNS. ( a ACC. BLAs. SO 3.5Q�; N"ONEW RESD.T MULRANCTI- OUTLET 97,50 PoWER APPARATUS a SINGLE oL,nET cIR. Ex. Occup. OUTLET OR FIXTURES 20 @''50 SAL @ .SO Ex. Occup.DFUTLEEDTS RAID °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ ` WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f'one hundred dollars ($100) or less.) ®' 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall 0 forthwith comply with those, provisions. ' /J X A,b,o G �� ; . E Date 4' Z, Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height!�f MECHANICAL PERMIT Filing'Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ Haz. D IMP ✓ FUCV \ COF PARCEL PD HD v ISSUE, This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have . ' By .Q�- / �L.=1� �" •. PERMIT EXPIRES ON -�r3/0 the applicable provisions Resolutions to do work been paid. Date r Date Receipt No. -�Ci L I `L I ( I C �l � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT * . COUNTY; F BUTTE BUILDING DIVISION DEPARTMENT OF -DEVELOPMENT SERVICES 411 Main Street • Chico, CA •1(530) 891-2751 7 County Center Drive.* Oroville, CA • (530) 538-7541 CORRECTION NOTICE �h�)r LI-vZ5l OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. !!! / T s Dete�� L Uv� Inspector_ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Ma1'n Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE <? t ) q- uz-5 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. J0 W, Date t r Inspector REV 10192 0 Y y}j COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERPVIIT"�Z' ASSESSOR PARCEL NUMBED 6 3 /' V1 /S` � v /VYVn� BUILDING PERMIT OWNER r� nit ' H�NE / (9 SQ. FT. OCC. BUILDING VALUATION .OWNER'S MAILING ADDFMS CONTR4('idf�SME �[�[J = CONT RAC ORS MAILING 9pQRESS ♦ CONSTRUCTION LENDER Fireplace LENDER'S MASUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS Filing Fee $ 20.00 Fee $ Plan Checkin Fee $ 23 BUILDINGADe ` ' Energy Plan Checking Fee $ $ PERMIT FEE $ IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fi Fing ee 20.00 USEOFSTRUCTURE SF ❑ Duplex Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ In Illation er. ❑ 1� l.} Describe Work: �� Nr Gas piping stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, MI -.l ll do the work, and the structure is not intended or offered for sale. 1's owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation f -one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f with comply with thos provisions. X % Date d Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height of Main Service To �000A 46.00 W:L200A NEW CONST. owEUING Occup. ( NRA 3 5¢so. � corgi . MUL�Tcou�DnES. MON-REBID. @7.50 POWER AP= U 6 SINGLE OUTLET CSR. EX. OCCU OUTLET OR FIXTURES 20 @'.00 .50 BAL @ .50 Ex. Occup. OUTi�rs q D. LNS°El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE YOTAL FEE $ G HA2. 1001- D. D C PARC PD HD U This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ^ By a PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate ,;I Z I I IDate WHITE-D.D.S.-B. CANARY -ASS SOR P K -INSPECTOR GOLDENROD -APPLICANT c ..� x a r � { -�� � S { 4 I a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. f� (Rev.12l9' APPLICATION AND PERMIT b�'� ASSESSORPARCELNUMB . G `f'6 Z BUILDING PERMIT Oyr ( i�Es 1 TELEPHONELj SO. FT.. OC BUILDING V ON °wN°'s.l";'uri°\,//�\1/ A°Dni� / ..-.\ll l... _ 0- CON1f`1C11T^R'S NAME w q � _(` I _ 1 V Ysr^lJ'y�`.✓ I (D ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo' oA .'ss c u ORES o1 5101 / (1 IPJ 200A TO 1000A 46.00 NEW CONST. OR ADDNS. 1 CONSTRUCTION LENDER SO 3.5Q�' Fireplace NDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee a $ CHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDS ADDRESS p Q Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBMISP�P E LIQ _-7 / PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomey Other � `i ' G� SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 / Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uliliites ❑ In--stalla__tion* Other ❑ Describe Work: _1f1� V/ V _� Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S' G W @20.00 Saz.q I PERMIT FEE PAID SRA SHERIFF OTHER _� H P AMOUNT RECEIVED $ DATE RECEIVED RECEIPT # :3q POWER APPARATUS PERMIT FEE $ (D ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo' oA .'ss 23.00 — Main Service 200A TO 1000A 46.00 NEW CONST. OR ADDNS. DWELLING OCCUP. & ACC. sLDS_ I SO 3.5Q�' POWER APPARATUS 8 SWGLE OURET CIR. EX. OCCU OUTLET OR FMRES 2 1'0 . BAL p .50 Ex. Occup. a ED �ID) ELNS 5.00 owflipulaly ervice 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE $ 1 -- MECHANICAL PERMIT Fling Fee 1 20.00 6.50 Ventilation PERMIT FEE 1 $ Mobile Home Installation Fee I $ Energy Inspection Fee is CCC CONST. TYPE TO Al_ FEE $ 1 HAZ. D.FE IM D 1ISSUE This permit is hereby issued'under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date E.M. USE ONLY Piot Ran Anachad Fl oor Pfau AttssAed Sent to B.D. / G �rn TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance as Owner Location AP# Plan Approved for: Sewage Disposal '� Water Supply: Public Private Well v Clearance for dwelling. Other Hold final for: 7:V Final clearance O.K. for: NOTE: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: '7P -e -my ASSESSOR PARCEL NUMBER ob J � 6 4 C6 I Proposed Building Use: . ��L(Y) Counter Technieian Date: �+ / ' G Items required in order to apply for a permit. II boxes OST be checked OR marked NA in orde� a� pply. 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. Letter 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) Data sheets and installation inst, Marriage line in f Floor Plaa�hQ) Tie down or fnd plans, 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 thesg, 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............................................................................................ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 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 .............................. 01 22. City of Chico Plumbing permit........................................................................ l 23. California Department of Forestry plan approval aid. Sent by:C1........... -11-0 24. Planning approval (A) Use:0(B)Parking: (C) Parcel Check: 2�g '� ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. PYT 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......................................:............ 33. Recorded copy of Agricultural Acknowledgment Statement ................ ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits ....... :................................................. ❑ 36. Deed Restriction........................................................................................ ❑ 37. JjQrant Deed 1C M.H. Title/Statement of Facts, 1from Legal Owner,fjL-heck to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. .� I have been 'rfforrried of the above items and re�'ments for obtaining a building permit. Applicant: Date: / 9 e) 1. Index permit application for th ab ve items numbered: 3 Plan Check Legt(er l items required 2 onFractor.' design , ow was advised of the above data by phone, ❑mail, ❑counter, by Date: f L (V Condesigner, o ne,� wa�advised of the above data by ❑ phone, ❑ mail, ❑ counte y Date Plans reviewed by: ' 1�` Date: Z, (� 0 Plans approved by: Date': Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.M. USE ONLY �l ;f Piot Plea Atbchad D/�—c Hoar Plan Anach" Sort to B.D. TO: J Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance of 4-aje;� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other t4/,, Hold final for: Environmental Health Specialist Date 8/96 0 FL ,D. Sl.,ll"1crost Series Model 5663A 'Rexderiv dun fs a wiml ekvarioa Environmental Health FEB 1 1 2004 Chico, CA 3 Bedrooms • 2 Baths APPROVED Butte Countu COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 11 SCHEDULE OF RECEIPT OF FEES OWNER PROPROSED BUILDING USE r' 1. BUILDING PERMIT FEES Balance Due ..............:...... $ --- Additional Fees Due........... $ NO DATE RECEIPT # DATE REC. --- Revised Plan Checking Fee.... $ �i .SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Che�� 1 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$�_ Units Commercial (sq. ftg.). Sq.Ftg. 4. URBAN AREA FEES X $0.03 = $ (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. MI. Z' .RECREATION DISTRICT FEES C _�� C� (paid at Recreation District Office) (form avail4blqafter U la�,>leck)_ 6. THERMALITO DRAINAGE DIST EES '1 ��'1/ $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 39 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. Ftg. Amt. 10. OTHER At time of permit a ication, I was advised the above flies are required to be paid prior to issuance of the permit. These fees may be changed 06rind the plan checking pro;ess. /_—) APPLICANT DATE A Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property im rovement : YES NO 13I HAVE.7 HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: &? • ,. r„ PHONE: CITY: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: ems.. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: \NAMIE ADDRESS PHONE TYPE OF WORK SIGNED: ' PROPE].RTYOWNERI " DATE: NOTE: This Owner -Builder Venfication is required by Section 19831 and 19532 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER I.O.F.- I I OWNER BUILDER OTFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an. employer and you are subject to seveial obligations including state and federal income tax withholding, federal social security taxes, workers compensation -insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.. If the stricture is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit; erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner guilder Veaification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Al - m c I C. ViJ�y ira, C.B.O. er, Building Inspection NOTE: Yh1S Owner-Budlderinformai`don is required by Section 19830 of the California Health and Safety Code OVER AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95965 COPY of Document Recorded 02 -Mar -2004 2004-0011727 Hae not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this.property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows:. Date -2 �Z PI(OPLL"TY OWNERS: c, .. C" , State of California County of On /l((!l�`: %� •?�QQ� before me, t'.' nL// personally appeared .L)G=610, II W personally known to me (or proved to me on the bans of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed. the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hagd"and official sea t Signatures , /1�l"l.Cf( �� ��.L.l� Seal: B / ARBARA S. WRIGLEY COMM. f 1255554 // /^ MOTARY PUBLIC • CAUFMIA co A.P. a L� ^�Y U � t — COUNTY OF BUTTE w Comm. Expires March 31, 2004 Description The land referred to herein is situated in the State of Califomia, County of Butte, and is described as follows: PARCELI: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 17, 1974, IN BOOK 50 OF MAPS, AT PAGE(S) 76. EXCEPTING THEREFROM ALL THAT PORTION CONVEYED TO THE COUNTY OF BUTTE BY DEED RECORDED OCTOBER 9, 1974, IN BOOK 1943, PAGE 697, OFFICIAL RECORDS. APN 063-040-061-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF PARCEL TWO, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF ­ CALIFORNIA, ON JANUARY 16, 1973, IN BOOK 45 OF MAPS, AT PAGE(S) 4. "f . PARCEL III: A NON-EXCLUSIVE EASEMENT 30 FEET IN WIDTH LYING SOUTHEASTERLY OF ,THEA -' FOLLOWING DESCRIBED LINE: r COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE ALONG SAID CENTERLINE NORTH 39 DEG. 04' 00" EAST, 498.97 FEET; THENCE NORTH 60 DEG. 12' 10" EAST, 957.30 FEET; THENCE NORTH 42 DEG. 06' 20" EAST, 384.12 FEET TO THE END OF SAID LINE AND THIS DESCRIPTION. PARCEL IV: A NON-EXCLUSIVE EASEMENT 60 FEET IN WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE SECTION CORNER COMMON TO SECTIONS 4, 5, 8 AND 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M.; THENCE SOUTH 89 DEG. 32' 55" EAST, 65.06 FEET TO THE TRUE POINT OF BEGINNING BEING THE CENTERLINE OF DOE MILL ROAD; THENCE SOUTH 28 DEG. 00'35- WEST, 139.2 FEET, MORE OR LESS, TO A POINT ON THE WEST LINE OF SECTION 9 AND THE END OF SAID CENTERLINE. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number Jurisdiction: CIty County Property Owner Property Location/A Subdivision 0 q ^o2 -C-1 / Residential Development No of Living Units Lot NO. Sq. Footage Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # *(No foundation Inspection) ....................................................................... 1 ............................ A-JPeed-I3estqcte0,$q-, Footegpe (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Now Addition Representative Sq. Footage (including Exterior Roofed Areas) Date District Identification No.. School District certifies that q xmo (Applicant) �-M c) F-- (StreetAddress)(Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. %C--YA - Q —31 by payment of $ representing square feet. 2926 $ FULL MITIGATION a, School District Representative Date Paid by Check # \ \-� Remarks: Notice: You may protest the Imposition of the fen IdentFflnd above by submitting a written protest to the District. In compliance with Goventinent Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely wftsn protest will'prohlbit you from chslWWng On Imposition of the fen In any court action. K, wAnequent to the School District Representative signing #6 Butte County Schools lhvad Fee Certification Form, the School Dis.blict Is notified by the applicable Local Planning Agency that this project Is being revW*,ed under the California EnviromnsnW Quality Act (CEQAh Oft pmjW may be subled to additional school fees to fully ~e.ft Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm - ,. �'.•,.. _ .. •.+ -, .. � ..-. .. �.,�.�-rc w-... ,.-wit.•-.L'^'rtr..r• .r �r91TTB COUNTY PARRS I)MMOPMSNT FEE CERTIFICATION FORM " CHICO ARgA`RECREATION , LAND PARR DISTRICT Assessor Parcel Number(s) ,Property Owner(Lr��J Project Location/Address � !_�..� �% Subdivision Residential"Development: (check one) by W ► Lot Number(s) New Development _Alteration/Addition �Mobilehome(s) _Non -Residential 'to Residential Total Number of Dwelling Units... - Comment: Building ,p rtment Represents ive Date hico Area RecreationandPark District(CARD) certifies that P10nYY-CJ �1 1* �1✓1 eV,"- 3it3 - ?C1C/I (Applicant Name) (Phone Number) 157 1_�- rOacCWG- (Street Address) AA (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140' by payment for. dwelling units @ $1,189 for total payment of $ CARD Representative Date PAID BY -CHECK NO. REMA . S : BANK NO. PAID BY CASH RECEIPT N0. 01/29/04 #7715 1:15PM t^iXTOTAL $1189.00 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) f 60'-0' K. orr. 7 L ----------- SMAW :I,r CD I j, - I L- i UTILIfy I' 4: I I I f I f I r I I i I I BAR OEDROOM eATH - LINE 01 CLOSE/ i ii iL . LJ Etvrsr OPT. 19ATH 45REATROOM m 11 ft zI 0 MASTEK m Z 13EVROOKI C= m z MINING AREA ILc=) ' A=� Butte Count Environ ntal eafth NFRAII D e % VA— dor;l Signature MODEL 5603B SPRinG HILL 3 BEDROOMS, 2 BATHS D & U Mobile Homos APPROX. 1,540 SO.' -FT' 880 onstott Bond Yuba City, CA 95991 BY FLEETWCOD?l {9�6j 151-9094 R 41 Ln W m 00 .01 00 oz m 3> r - m r - LO In 0 -0 1> G) m CD National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: -U e QOY-&�1 1-i, F .e yt n e -P-- By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more 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 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of gradi &a d/or other permits or other sanctions provided by law. Signed: ZL/ E49/ -Z, Title: &Z'O yL,— Date: /,c> A S E PLAN REVIEW i • • Date: Permit Number (if applicable) AN Ki -I c t,r k-' /V APPLICATION Bin Number APPLICANT INFORMATION nn Parcel Size: Owners Name:�,e,— Owners Address: Telephone No.: 6)('3-0�10 -0&` Situs Address: L0 / Z 0E /12I � �iV �`����6 GcJ EL L� Proposed Use: Yeential New Single Family Residential ❑ Single Family Addition IN Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family . Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition WS ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel BUTTE C00, DEC 0 5 2003 DE �R s e ❑ Commercial Remodel ❑ Industrial Remodel /Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved • By Date 1 2— 5— Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: P Snow Load Area: 2Gzyc> T -D e�b ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract • ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See att� ed) • Flood Zone: X • Flood Panel No.: 6 2 Z s' e— Index Date: `9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------- ---------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 C. r: Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 1100 Subdivision Map/Parcel Map: Map Date of Recording: 10 -) —) -19 Lot: 1 ❑ Use Permit/Minor Use Permit Permit Number: Book: 5 C) Date of Approval: f1,4", Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ 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 .4 must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 C: am PARCEL 1 34.15 Ac. W •' 04 �b. i pool q .65.0 /o q sw ;�,•, • coir. N 89'32'55" W ti l S 22- 24' 00" E 26.10' 24.15' 2, 2 S I&° 09' 00" w 132.64' 137.36' 14; 3 S 5° 37' 20" E 128.12 130.65' 13- 4 S 250 18` 40" W 154.26' 152.54` 15C 5 S II' 36' 00" E 54.42 59.23, 6. 6 S 40° 59' 00" W 762.86' 789.75' 79 7 S 30 35' 30" W 245.46' 26 e S 83"06'00" W 1.6!, E PARCEL 2 39.36 Ac. PARCEL 4 34.96 Ac. Building Permitr: O`E-C7 ZSl Owner Name: �4=1e/r 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: ® q-- o Z �� Owner Name: Pw hel(- Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback ofd feet from the side and 10 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 conditionmay require the foundation to be designed by a California registered engineer or licensed architect. FROM :CHICO CREEK CHIROPRACTIC FAX NO. 530-342-7924 Feb. 10 2004 11:05AM P2 �. ` �► - _. 9 It co ti c� (� O 0 L a� LT (� !V �. ` �► - _. 9 TooiTooq!l Td WdBO: TO 0002: p£ .,,r BUTTE U n Y3 3'i'lIA01I0 QoomL93'TYOBS acs oS9 Xd� oQ:CY I1iri qQ./Q61T0. 'ON Xd� : woi Q It 4 ti TooiTooq!l Td WdBO: TO 0002: p£ .,,r BUTTE U n Y3 3'i'lIA01I0 QoomL93'TYOBS acs oS9 Xd� oQ:CY I1iri qQ./Q61T0. 'ON Xd� : woi Q 1. Owner's Name: 1ia_,v) A. Pe/n nelr' 2. Assessor's Parcel Number: o 3 — No — o (p 3. Installer's Name: C rn -1 N &I & 4. Is the site currently under permit? Yes[ ] No [ v�'Permit No. 5. Is the site an existing site? Yes[ ] No[ V( (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? 10 0 Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ) No[ vlIf it is, what is the rating? Amperes. J 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- ZOO Amperes- 2 ©C7 b) The main service: Load- ` -(p o Amperes- 2 O O 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[ J 12. Size of gas pipe at the mobilehome site from the meter or tank: '34 If inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?;?--o (ft.). 14. What is the mobilehome gas demand? B.T.U. * *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED 1N ORDER TO PROCESS THIS PERMIT APPLICATION ,AUIL DING ®E1 AR 1 litxE-'. ,,. A,P:P ROVE May 1995 8.5 Mobilehome Manufacturer: ne.e, ponj Manufacture Year: SRR -7 If other than single wide, furnish Setup Model Number: ,5-(o (0 3 %J Width: 25'V(ft.) Length: l9�(ft.) Tagalong or Expando Size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure tre ted or foundation grade[ Other: SUPPORTS: Concrete block[ v4 Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 e 1 Line I Line 2 ................................................................................................ Main Beams Line 2 Line 1 Line 3 Line 2 ................................................................................................ Main Beams ................................................................................................ Line 2 Line i a ............................................. int S Tag or Triple . e 4 in 1 Line 1 Piers: Size minimum: r 1 x Spacing maximum: ` From ends -maximum: I` Line 2 Piers: Size minimum: [ 2 ] x [ ]. Spacing maximum: ` From ends -maximum I ` ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): A Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: ` From ends -maximum: ` YA�o >t--�o 1 Agx3oa4x ?6a a > o z 1 ll' to" 21, q,� N, ?to 31-1 &.1' S31y„ &&,&q May 1995 8.4 m Q a m C14 to cv m m f') M m CS) m m m Z r - c14 u0 m 2"x 2'x 3/16" 3/8" CAD ELATED BOL:. HLJ d %ASHER STEEL ANGLE COUNTER BORED FLUSF MT3 81f10M AT B- O.C. (S) 7[3um 1—c I/4' STAM ULl . r- AWE C6 At5 PAD 050.3 CHASSIS FRAME 1/4' GRIPM PLATE (2) REQUIRED 1/c CR: m BASE 1/2-13UNC-A3tT7F x 4• BMT rTH NUTS (4) REQUIRED /1 1/2' SCH 40 PIPEL+a 11/2 ADJUSTER HOLES nM TOP PLATE or SCEs 40 PIPE STAND 11/2' ADJUSFER-Nxr511 ABESCO ASS -PAD #503 I11 STEEL. FRAME -.Z DETAIL -A- wrm 3 _ 1217 W/2-- s : It LOCK M WTH 01/8—OMME PIN COACH 'C" FRAAE 2" CHFNNEL TEK SIS (2) REQUIRED 1/4' GRr'ER- BASE 1/2' A307 EOV- (2) REQUIRED' J/8'x 6'x 6' - STEEL PLA"E. 1/27 A307 EOL7-- (2) R£QUIR£D i•�• 10.00 --+i o �o ia.0o 1-^ 14/16 RXE W1 STAND B4S- TOP VIE3U - 15791 �^�1*r J' K C, C A &SQA S -Si F" Q. aanr COACH "J' FRAME 1/4• CAPPED 1/4'x1-1/4" PLXE TEK STS (4) REQUIRED 1/4" GRIPPER BASE - t/2' A307 BOLT (4) REQUIRED C -9E 1—BEAT/ ATTACHMENT ATTACHMENT 1/2' DIA. HOLE (8) PEKES r 30. _ STEED FRAME TOP VIEW STATE APPROVAL Fo a . a p bl > of z D WAY�E T. POLVADO, PE—LISTING NO- F94249 SHEET 1 of 3 GENERAL NOTES GUS GUARD TUF-1 1. DESICN LOADS: UVE LOAD - 30 LB. to_ FOUNDATION BLOCKS 16'x t6'xl2' POURED IN PUKE AT GROUND LEVEL MAY FLOOR LIVE LOAD - 40 PSI BE USM AT INSTAUfRS DISCRETION ALTERNA YE TO PADS_ WIND LOAD - 86 MPH EXPOSURE 'C" SEISMIC ZONE "4' * SNOW LOAD 100 PSF (SEE NOTE fl5) SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES 2. TH15 FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON E= 2' WIN. J 6' MAX E= 2' MIN. / I1' MAX A FAIRLY LEVE- SITE WITH NO DOSTING SOIL PROBLEMS. S= 5' MLN. /f 6' MAX S= 6' MIN_ / 22' MAX 3. CHASSIS BEAR SUPPORTS MALL IIE LOCATED AILS SIZED FOR THE (AADS AS SHOWN IN THE 'MOBLE HOME INSTALLATION INSTRUCTIONS". 4. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DS.) CAN OCCUR. £' MANUFACTURED HOME SHALL •EE READJUSTED WHEN DS EXCEEDS 1/4'. OR WHEN R WILL ADVERSELY AFFECT WOBU.E HOME UNIT. 5. CARRY ALL'FOOTBUGS DOYEN TO FIRW LINDISTURRM SOIL FOOTINGS ARE DESIGNEO FOR lIAOO PSF TOTAL LOAD SOIL PRESSURE: AND SHALL BE COMPATIBLE 1MTH LOCAL SOIL CONDITIONS. OOYPACIED SAND MAY BE USED TO FILL LOCAL VOIDS UN DER PADS. 6. STRUCTURAL STEEL- FA05CATED ACCORDING TO AMC SPECIFICATION. WELD ACCORDNG TO AWS SPECFICATIOMS. EIECt 370 KATES-ASTM A56 BMTS-SAE GR 5=ASTM A449-- ? ASM. 7. THE GM GUARD ASSEMMlE'S SWWN ON TNIS PAGE SHALL BE USTED AND . LMELfD BY 8511 AND ASSOCtAtES FOR TW F0114WDI6 LOADS: VARIES 10'-70' (SUE TABLE ON SNCET i3) --- -� RIDGE BEAM SUPPORT AS REOLARED BY MANUFACTURER [:] to ) 0 Q W NOM. -- AL#ATFAELi: IiOAQS: - HOMOb-YAL QSETICAL PADS tN A NY PAIR MAY BE 3 STNAWW K.H_ FOUN DATHON ' `- ROTATED 90 DEGRIEES OR PWRS AS RECOMMENDED BY PVC SERIES GUS GUARD TUF-4 2200# 60001 OFFSET TO OTHER SIDE TO .THE MANUFACTURER OR THE SUPPORT G:1S GUARD. MGP PAD 2200p 6000/' . . AVOID CLEARANCE PROBLEMS. Eii 3ME R. TYPICAL THROUGHOUT PAD IR) GM GUM E -Z TIE PAD 2200# '6000# 2 B, DURM PRa H NARY INSPECTION. THE ESTIMATOR SHALL ENSURE MAI. ` MOBNI£ HOME CHASSIS BEAMS ARE OF SIAIDARD SECTION. " ' ES&D�'�B 9. f1 rpW COACHES MAY Bf WIROFIT O In RMST SE6MC FORCES ISY Q r BH991M GUS GUARD TUF-1 WVS AS MW ON THIS PAGE OF TIPUCAL FOUKVXnGR PLANS. 10. THE GUS GUARD TUF-1 SYSTEMS ARE SAFE FOR NSTALLATIM IN F1.000 KM AREAS WKERE DEPTH OF FLOODING DOES NOT EWIM THE HEIGHT OF THREE FEET. l t. WULUKE UNIT INSTALUITION IS ACCEPTABLE PROVIDED THE NUMBER OF TUF-1 UNITS UNDER EACH UNIT IS THE SAME AS SHOWN REQUIRED PER EACH UNIT_ 12. SI1CLE-WIDE UNITS REQUIRE ADDITIONAL RESTRAINT. x (SFE SHEET] 13. AU. MEYAL COIMEEETS AND ATTAD{IiE1TT5 ITEMS SHALL K PMMCTIME COARM 14. WAN CONCRETE SLAB IS N E705TAN%E. PAD IS NOT REQUEIITO. ANCHOR STAND TO CONIC FE SLAB MYITH TUF-1 PERMANENT FOUR (4) '1/2'r 3 H/27 EXPANSION ANCIIORS. FOUNDATION SYSTEM 15` GUS GUARD TUF-t FOUNDATION SYSTEM PROVIDES ALLDWABLE SNOW LOAD TO 100 PSF WHEN INSTALLED AMCO•GU5 GUARD COMPANY YTfTH EXISTING STANDARDS REOUIRED BY COACH 5115 Fl -OM - PEPJCINS ROAD MANUFACTURER OR REPLACE THEIN ON A ONE TO �� CA 95823. OKE TEASES SACRANINPH: (800) 382-8831 _ FAX: (916) 383-5207 WAYNE STATE APPROVAL IS80����� >m ` a o o a U N s p % V I t, Q Z h ti.�7 o - ch.64 r T.: ROLVADO. PE—LISTING NO. F94249 s3IfET 2 o1 3 r - CD N �n lTi m ..0 ;; ' r EXPANSION ANCHOR , • . :• . BOLT, 11 (4) REQUIRED1. NUT & WASHER :... ham• • CONCRETE PAD INSTALLATION POURED IN PLACE 16xl6xl2 CONCRETE FOUNDATION CHASSIS 1/4- GRIPPER PLATE _4/ 4 (2) gCOUIREO . 1/4 GRIPPER BASE. O 1/2-13UR4C-A307 x 4� -..'BOLT VITTH NUTS (4) REQUF EO... " 01. 1/2"- SCH 40 PIPE RISER VATH 01/2- ADJUSTER HOLES AND 3/8 - THICK TOP PLATE 02 SCH 4D PWE STAND VATH TWO r 1 ,- ADJUS I LK HOLES . �A8FSC0 ABS PAD #503la;' .• STEEL FRAME C. LIGHT HEAW—WEIGHT PLASTIC PAD INSTALLATION 36' MAX TO BOTTOM OF PAD - LENGTH OF HOME VADTH 24 26 OF HOW 44 UP TD 44 aM20 8 1 1 I. 'W-1. 12�-t" , 8 b 202D 24 FLINCTH OF HOME 14 IMIDTH OF HOME 12 14 1 TO 4 6 6- 6 6 - b 6C , 8 e a S 66'-1' to 1 D- 1 D 1 O 1 O 90112-x 3" C.R. J. 1. LOCK PIN vr1TH NUVWX OF TUF-1 REOUMED MIMBER OF TUF-1 REOWR£D DGE PIN gr Em 1lT2iE: SINGLE WJDE VWM REOLAIIE (4) E -Z TIE PADS GUS' GUAM TUF-1 PM ARE TO BE PLACED AT APPROMMATELY EOLIAL..WIMALS 1NZM EACH FRAME RAL STATE APPROVAL Q 9. 0 � ` .. OF c TUF-1 PERMANENT °E w� x ' FOUNDATION SYSTEM e�xtt ABESOO-GUS GUARD COLVAM 5851 FLOM - PFRKI!•L5 ROAD 0 WAYNE T. POLVADO, PE—LISTING NO. (94249 SHEET 3 of 3 O 1e, l< WeII i RE /� - sY BUTTE Co. FaRE DEFT. CALIF. DEPT. of E-ORESTRY approved as sub\i pitted approved with con litions aero attache Lee° � ( LID We Fed -I- STRUCTURES AND EOUIPMENT "CLUDING OVERHANGS' SHALL 13E CLEAR OF ALL EAMEMMJE S. A SET SACK OF ':;o FT. FROM Tf 3E 3D I®� am FT- FROM q ¢¢-- �����,,ppppp R ®© [y^ ¢� �/ y ' .j" f'� "CLFRO%+; 3*HE ROAD CENTERLINE SR.ALL BE EAV OF STRUCTURES AND EQUIF &,,ENT cOR A 2 FT EAVE OVERHANG. CER; ®— ®0 Size (Acres) 1.I O/7y F !l/oR_K Phone _?e/ 3 —� , �S/° `,'92 63-C4-o'-br AP# CDF FIRE SAFE REQUIREMENTS & tl(-- ID 2-T �P"&4A4. 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 IN 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. IN 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 6 -U L( -O 6 D Cr' -0 1-s- t AP# PERMIT# I' AIZI I AV'V V /`X -q- 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. [X] 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 shall be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 �c AP# PERMIT # Other Requirements V [ ] If Building Setback is 15 to 30 Feet: Class A or B roof and Enclosed Eaves NAME [ ] 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 t FRONT OR REAR CFIOSSMEMBEA. (MAY BE OTHER CONFIGURATION THAN SHOWN). SUPPLEMENT TO THE INSTALLATION MANUAL ANCHORS AT EACH END OF HOME FRONT OR REAR CROSSMEMBER. (MAY BE OTHER Il ONF)GUFi/ITiCN � I THAN SHOWN). MAIN BEAM MEASUF.= /! GACUND , DISTANCE TIEDCWN LEVEL = STAAP GRCUND MEASURED DISTANCE" ANCHOR '-A- MINIMUM METHOD 1 (Strap wrapped around cressmember) LOCATE STRAP NO MORE FRONT OR REAR CRCSSMEMSER OOUSLE WIDE STRAP SPACING (rYPICAL) MAW BEAM A CLIP AT GROUMEASUnE ! CRCSSMEMBEA LEVEL NO ANCDl� j E- A- TIEDOwN STRAP GROUND 1• MEASURED DISTANCE ANCHOR i -A- MINIMUM METHOD 2 (Strap attached to welded ciip) LOCATE STRAP NO MORE THAN ONE FOOT (1--0l _ — FRG.1 EITHER SIDE OF MAW BEAMS. I MAIN BEAM --v `—FRONT OR REAR mp-r-AL) SINGLE -WIDE CROSS&Oe eEA STRAP SPACING, SUPPLEMENTAL TIEDOWN STRAPS LOCATED ALONG EXTERIOR SIDEWALL (IF PROVIDED) 7 7k: J i [7 r I U EXTEAIOR� SIDING SUPPLEMENTAL STRAPS MAY SUPPLEMENTAL HAVE BEEN INSTALLED AT THE STRAP MANUFACTURING FAC1frY Supplemental straps may be fastened to same ground Zanchor as the main beam tiedown straps if anchor is roved by the manufaGurer for such installation. CAUTION SUPPLEMENTAL TIEDOWN STRAPS ARE NOT A REPLACEMENT FOR DIAGONAL MAIN BEAM MEDOWN STRAPS. THE DIAGONAL TiEDOWN STRAPS ARE THE MINIMUM ANCHORING SYSTEM FOR THE HOME TO MEET WIND ZONE 1 REQUIREMENTS. 8- MAX IN FROM ++ EDGE OF FLOOR • I GROUND ANCHOR N �+ -MAIN BEAM MAIN BEAM TTEDOVN I STRAP .?�4�?o'c:'.'aca:::;:,;^'w:cx;;,ce:.�:" :. :L..::::..:::::r :: •:•% EETW001 : % Calcuiation-Numbers PROPRIETARY . CONF1DENi1AL ENiEAPRISES 1N 'A TAw a�.,q...e,o.oroe;e�... iia...G'.':::i:%iL::•::...::p2lt i;`.:: mfid�od m eer" d Fbwroa! 6rpi� YAR kDttS1NG CONSTRUCTION CoWi7m o wo& aFewra+od Enftvbw lm; i SAF[TY STANDARDS a V O TrrLE MANANCHORING UFACTURED HOME UV NOV 23 1994 . STATE OF CALIFORNIA; CL a. �' Jade W. . No. REV. 8 11-12.94 72-99-0020.4 AL1 04 04 17 21 31 46 12(1) 12(21 25(1) 25(21 25(1) 28(2) 27 55 75 64 CS (17 34 25 30 54 75(1) 75M 19 22(1) 2ZM 41(1) 41(2) Sa 00 '?3 70 79 to O SUPPLEMENT TO THE INSTALLATION MANUAL OTHER METHOOS.CONNECTING STRAP TO MAIN BEAM MAY BE USED Thread sufficient lens; 2 of tiedown strap thrr-ugh buckle as shown. OInsert the tension bolt into the anchor head and lo=wly attach .,. -I . Thread long and of strap through the buckle then between frame and floor. Wrap strap around main beam and through the bu6de a se=nd time. I OPlace the strap through the slotted shank of the tension bolt and bend 0 �N �o Take Icnc end of strap to ancnar head. OWith theuse se of a 15116' socket or open and wrench, rotate in a c:cc visa ---near •Nracping the strap around the tension bctL i OOnce tensioned to the point that O Once fully tensioned, align the If approved by the manufacturer, counter -clockwise resistance square neck of the bolt with the double head anchors may be, appears, a 5/8• open and wrench square recess in the anchor,head used for both diagonal, and vertical should be used to hold the square and tighten the hex nuL This will . tiedown strap tensioning. It is neck while repositioning the draw the two together and lock the recommended that the diagonal 15/16• tensioning wrench which system into it's tool position. tiedown strap be tensionedfust., will enable continued and final Follow Steps 4 through 8 to ktstall tensioning. Repeat as required CAUTION straps to anchor head. DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE . SIDES, THE HOME MAY BE PULLED OFF ITS SUPPORTS. a;aFiEE>ii1f00DAISEIII :.:.w K°" `: Calculation Numbers t�aoPatt:rurY AND coNrwzNnAL rn...'4..:q.&e.o.er�....�v��w. ¢e<.:�.w,:.,:•:;ax->: s:, .o:... ?�^ .mac a ac r r x r < :;:< .. a�f ir6N n+rr+.r d Fwwwwd V F" Yis . Cmr�ght a taxa a Firaeod F�nss t� Nounra t:t7NS7RUCTjOp Trrt ANCHORING FOR a a SAFETY SUtNDUDS W MANUFACTURED HOME IN aNOV STATE OF CALIFORNIA Jack. W. no. f REv. C= 172-99-0020.3? O 11-12.94 ALL 04 04 17 21 31 4a 12(1) 1= 25(1) 25M 24(1) 24(21 27 ss 76 84 05 07 K 35 54 75(1) 75(2) 19 22(1) 22(21 41(1) 41(2) 56,08 32 70 :s SUPPLEMENT TO THE INSTALLATION MANUAL r X 30 GA. MIN. GALV. METAL ROLL FLASHING. FASTEN WITH I' X 1' X 16 GA. STAPLES AT P O.C. ALONG EACH EDGE OF FLASHING. ROOF SHEATHING AND . ROOFING PAPER 017ICAy NOTES: 1. This detail provides requirements to fasten a min. 8' x 30 ga. roll flashing necessary for uplift resistance of this home. 2. Eave tiedown connections have been performed at the factory that permits this up&t connection and allows the manufacturing facility to amit matfng Ina labeled Gstraps located at support posts that are typically required for uplift resistance, (See Note C ) FIELD INSTALLAT)ON A. In addition to the lag screws required along the roof mating One, install a minimum 8' wide by 30 ga minimum thick roll flashing along the root ridge and fasten to the roof sheathing with minimum 1• crown x 1' length 16 ga. staples akxhg each edge at 4' o.c maximum. Fasteners may be staggered. B. This method may be used on Wind Zone 1 homes only whose sections aro 14 feet maximum wide with rafters spaced 24' o.c. maximum. C. Any manufacturing facility installed labeled Gstraps. found along the mating One aro Intended for shear wall tiedown and shall be secured to a ground anchor. 10' STRIP OF'PLYDRY" PAPER SHALL BE INSTALLED OVER LAST COURSE OF SHINGLES SHINGLE RIDGE CAP FORMED FROM SHM/GLFS OR ROLL ROOFING A"TEIED YAM r X 1 14' X 16 GA. STAPLES OR ROOFING NAILS AT PROXA"TELY r Or. KITH SIDES, LAST ROW OF SHINGLES INSTALLED (TYPICAL EACH SECTION) 30 GA. MIN. ROLL FLASHING 4"M AX --% MATING LINE Calculation Numbers 0010025 ti PROPRIETARY AND CONFIDENT1AIL Thw d.p.eiio unwo1-i 'xOPWAy, oadia«Nd nu r" d c1Nl.00r 6rwpio InL ,• 01aa6 Fi��- - Enlr- I Inn ' e UPLIFT RESISTANCE PROVIDED BY FIELD INSTALLED ROLL ROOF FUISHING WZ-1 Frank Ma. REv. 3.21-98 72-33-0006 U MMING CONSTRUCTION i SAFETY STANDARDS W .j APR 0-81996 CL CL. � $ Q 10' STRIP OF'PLYDRY" PAPER SHALL BE INSTALLED OVER LAST COURSE OF SHINGLES SHINGLE RIDGE CAP FORMED FROM SHM/GLFS OR ROLL ROOFING A"TEIED YAM r X 1 14' X 16 GA. STAPLES OR ROOFING NAILS AT PROXA"TELY r Or. KITH SIDES, LAST ROW OF SHINGLES INSTALLED (TYPICAL EACH SECTION) 30 GA. MIN. ROLL FLASHING 4"M AX --% MATING LINE Calculation Numbers 0010025 ti PROPRIETARY AND CONFIDENT1AIL Thw d.p.eiio unwo1-i 'xOPWAy, oadia«Nd nu r" d c1Nl.00r 6rwpio InL ,• 01aa6 Fi��- - Enlr- I Inn ' e UPLIFT RESISTANCE PROVIDED BY FIELD INSTALLED ROLL ROOF FUISHING WZ-1 Frank Ma. REv. 3.21-98 72-33-0006 FA SUPPLEMENT TO THE INSTALLATION MANUAL---- , I I EXTERIOR WALL FOOTING AND PIER AT EXTERIOR WALL EXTERIOR WALL —� 12' MAX. PIER LOCATED DIRECTLY UNDER .WINDOW OR DOOR JAMB STUDS EACH SIDE OF OPENING. s FOOTING CONFIGURATION FOR 1000 PSF SOIL CAPACITY 6•X16'X4- CONCRETE 16'X16 -X4' CONCRETE 2X12X24- WOOD ' DOUBLE SINGLE SINGLE s Calculation Numbers PaoPR40ARr AM jCONFII)EXIMIL ' Tlw drwii� end �o.d(+vlioir n argirl piapi�trp,'` 0022096 omlW«Mi.l nirwiW a+FY�Irmd fir" Caaowimld O tans by P"wooe Eer«orw kr- FOOTING rFOOTING CONFIGURATIONS•FOR CUT BACK CORNER 80 PSF ROOF LL MAX. 28 WIDE MAX. ?r' JACK W. No- , laay. Dim: 5.17-95 72-24-0004 SUPPLEMENT TO THE INSTALLATION MANUAL CPVC Water Distribution System Crossover Connections PROCEDURE: 1. Each access 1papei is labeled 'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each sedan. 3. Remove caps and plugs on ends of crossover fittings. 4. Verity that each swivel fitting has a rubber washer inside. S. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used without any lubricants or sealants. 6. Reposition the insulation around the pipes and replace the access panels. MATING LINE RIM PLATES ACCESS PANELS MATING LINE RIM PLATES ACCESS PANEL ACCESS PANEL FRAME FRAME Connection Under Mating Line Rim Plates (1/2- CROSSOVER FITTINGS SHOWN) RUN THE PIPES THROUGH THE HOLES IN THE RDA PLATES TO THE NEXT SECTION AND CONNECT PER STEPS. ACCESS PANELS Connection Through Mating Line Rim Plates (1/2- CROSSOVER FITTINGS SHOWN) WRAP WITH TEFLON TAPE (TYPICAL BOTH HOT AND COLD CROSSOVERS) 31,C FEMALE 914' TRANSITION UNION TRANSITION UNION 0;1�zro — 0 8D CDC 314* TRANSITION UNION We FEMALETRANSff ON UNION 3/4" Crossover Connection Fittings 0 Calculation Numbers 0"UmnWo d Flow Enwnrkm vj& = 0 19M bY FW*"vowl E"WMnw W - TITLE `CPVC WATER DISTRIBUTION SYSTEM CROSSOVER CONNECTIONS - Jack W. loam 2-26-96 72-51-0002 lo6 0 FEDUM MANUFACTIJ;.90 FMISING CONITRUMION SAFELY STA O ¢ MAR 0 81996 0 a 0 Calculation Numbers 0"UmnWo d Flow Enwnrkm vj& = 0 19M bY FW*"vowl E"WMnw W - TITLE `CPVC WATER DISTRIBUTION SYSTEM CROSSOVER CONNECTIONS - Jack W. loam 2-26-96 72-51-0002 SUPPLEMENT TO THE INSTALLATION MANUAL CPVC WATER DISTRIBUTION SYSTEM TEST PROCEDURE Test the water distribution system (after water crossovers are connected) by attaching an air pump, valve and gauge"to the home water inlet and pressurizing the water lines to 20 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. ::<:«:;:?: FLEETWOCq:_ENTERPRISES:tNC FEDEW.L MAWFACTURZ C:j 1i011S1NG COA°TA;3C70l1 U a saF�Tir s>'ul0r.,�s LU a ¢ MAR 0 81996 cC CL CL CL Calculation NumbersPROPRIETARY AND CONFIDENTIAL Tte" dioeim. w aefgnN, R�wrrr. aaridMo.l mru;.r d FLw..oe E,rwQiw i� CW"igM O toss by Fiw ooa Entaaiem rK Trru CPVC WATER DISTRIBUTION SYSTEM TEST PROCEDURE or. Dan N0. REV. 72-51-0001 SUPPLEMENT TO'THE INSTALLATION MANUAL FEEDER CORD TO PANEL BOX (DISTRIBUTION PANS -BOARD) ABS OR PVC PIP:CAP7 STORAGE CAVITFLOOR FOR CORD AND DECKING BOTTOM BOARD ACCESS COVER LISTED 4 CONDUCTOR FEEDER ASSEMBLY CORD WITH A 3 PCLE. a WIRE GROUNDING TYPE PLUG (CONFIGURATION ANSI 073.17-1972). MIN. 21' AND MAX. 361? IN LENGTH SIDE VIEW BOTTOM VIEW PROCEDURE 1. Locate the access cover under the floor below the main panel box (distribution panelboard) location. 2 Remove access cover and pull out stored 50 amp feeder cold. 3. Plug cord into the 50 amp service receptacle after the electrical test has been completed. WARNING MANY HOMES ARE EQUIPPED WITH 100 AMP OR GREATER SERVICE PANELS. UNLESS THE HOME IS EQUIPPED FOR A 50 AMP SERVICE ONLY DO NOT ATTEMPT TO USE A FEEDER CORD OR PIGTAIL CONNECTION. J i .WCIT 31ARLIAMM Q o MAY 24 1995 a Q Q a V Calculatlon Numbers PROPRIETAAY AND CONFIGFJn" lirM drw: g and rp.dlivlYsw w er10, 1rR*' oarfd�W n�ii d F4�erao� rr* F* Irwt C W69M O I= by PYrweod EeweRM b%L 50 AMP FEEDER CORD. Jack W. No` REV. 72-63-0001 5-17-95 SUPPLEMENT TO THE INSTALLATION MANUAL 'A' SECTION ursLIUTION -� 'Bw SECTION BOTTOM NDR VALVE FLARE TO MIP FLARE TO FIP BOARD — _ ADAPTER FITTING�ADAPTEA FITTING. ./7 —DIRECTION OF FLOW—+ `�� — BLACKL BLACK NIPPLE FLEX CONNECTOR BLACK PIPE BLACK CAP (SIZED TO MEET PIPE BTUs REQUIREMENTS) PROTECTIVE PROTECTIE COVERING (PLUG) COVERING (CAP) GAS CROSSOVER CONNECTION USING MANUAL SHUTOFF VALVE Notes: 1. Where fuel gas piping is required in more than one section of a home, the crossover assembly items necessary to complete the connection shall be factory installed. 2. Gas valve and flexible connection shall be listed and approved for exterior use. Procedure: 1. Remove the black cap and nipple (or other such as a black iron plug) that was installed to provide a positive seal on the supply side. 2- Make the necessary connections and check for leaks. ' CalWlatlOrl Numbers PROPRIETARY AND CONFIDENTIAL 7hWe dmwWW end �prdfintiorr w oiginal prop�iwrr, aadidu�ial n�Nri�Y d Flwwlwood F�gepiwa Mo.. . O tans br A" ood 13mwwk4. Ina TIRE : ;?.". GAS CROSSOVER CONNECTION USING MANUAL SHUTOFF VALVE Frank Date: 12-28-95 72-57-0001 FLEETWO06`16hiAPRlSE51 G: c !{OIIStid C6NSTitic50f1 i SAFM STANDAgN 4� J G7 JAN 111996 a t¢ �. a Q V Q ' CalWlatlOrl Numbers PROPRIETARY AND CONFIDENTIAL 7hWe dmwWW end �prdfintiorr w oiginal prop�iwrr, aadidu�ial n�Nri�Y d Flwwlwood F�gepiwa Mo.. . O tans br A" ood 13mwwk4. Ina TIRE : ;?.". GAS CROSSOVER CONNECTION USING MANUAL SHUTOFF VALVE Frank Date: 12-28-95 72-57-0001 SUPPLEMENT TO THE INSTALLATION MANUAL SECURE TO TOP CHORD WITH 1' X 1"X 16 GA SEALANT OVER STAPLES AT B* O.C. COVER SEAMS AND SCREWS SHINGLES FETAL SCREWS UNDER . LAYME O.. NUM -VAPOR ARDER NOT QUIRED WRH � TAL PLENUM N SHEA R (ORD) �AFTERJ(BOTTOMCHORD)!Mkxj 16' ... ...... • VAPOR RETARDER• CEILING BOARD INSLIATION MOLDING TRaA SECURE TO BOTTOAA CHORD AND AROUND OPENING 2 X BLOCKING WRH 1' X 1' X 16 GA STAPLES AT Nr OP— Overhead Cooler Without Duct Plenum And Ceiling Cutout Feld Installed Calculation Numbers =PRIETARY AM CONFiDEKT1AL dr�rq. r+d �peoie�lfar eea dipin.t own. CawoV* omr�da�u.1 n+r.deY d Rerlrmd Enbepi.e tie. 61M M LV-- TITLE eTITLE FIELD INSTALLED PLENUM AND CEILING CUTOUT or. , Frank qo. REV. 3-18- 72-63-0007 c S SAFETY ST,VQM1DS 0 o MAR 11996 a Q O.. � V � Calculation Numbers =PRIETARY AM CONFiDEKT1AL dr�rq. r+d �peoie�lfar eea dipin.t own. CawoV* omr�da�u.1 n+r.deY d Rerlrmd Enbepi.e tie. 61M M LV-- TITLE eTITLE FIELD INSTALLED PLENUM AND CEILING CUTOUT or. , Frank qo. REV. 3-18- 72-63-0007 SUPPLEMENT TO THE INSTALLATION MANUAL SEE EVAPORATIVE COOLER MANUFACTURERS INSTALLATION INSTRUCTIONS FOR EQUIPMENT INSTALLATION INFORMATION. WIRE AND WIRE CODING: 1. Conductors may be 14 ga. CU type TW, THW or NM cable. COLOR CODED TW OR THW WIRE 2-14 GA. NM CABLE COOED AND IDENTIFIED Ground may be green, green with NOTE:. yellow stripe or bare copper. Each black and white coded NM conductor must be Identified as to specific blower and pump connections as they relate to the connections made on the S -Way switch.- ROOF witch;ROOF MOIWM APPROVED ROOF MOUNTED APPROVED JUNCTION BOX WITH COVER JUNCTION BOX WITH COVER (ALTERNATE INSTALLATION MAY (ALTERNATE INSTALLATION MAY BE LOCATED UNDERNEATH HOME) BE LOCATED UNDERNEATH HOME) RED - TO LOW SPEED TERMINAL OF BLOWER MOTOR GREEN. TO TERMWAL OR COOLER FRAME BLACK. TO HOT II /_ TERMINAL OF PUMP MOTOR BLUE - TO HIGH WHITE - TO SPEED TERMINAL NEUTRAL OF BLOWER MOTOR TERMINAL OF CONDUIT UP BLOWER AND THROUGH ROOF PUMP MOTORS LOCKNUT JUNCTION � reox RED --/I _/ O e BLACK 1 2 C WHITE : I "'• # Lt GREEN WIRE NUT (TYPICAL) GREEN GROUND LUG CABLE BARE BACK SIDE VIEW OF CLAMP GROUND SWAY SWITCH CABLE COVER PLATE WHITE (1) - TO LOW SPEED TERMINAL OF BLOWER MOTOR BARE GROUND - TO TERMINAL OR BLACK (2) - TO COOLER FRAME 94 ii 1C OF OFTERMRdAL PUMP MOTOR 0 FWAL MANUF1iCTtM ROUSING CONSTRUCTION WHITE - TO Cc i SAFELY STANDARDS OF BLOWER MOTOR a Ifl . MAY 24 1995 PUMP MOTORS THROUGH ROOF LOCKNUTJrJUNCTION I � /-BLACK (C) 1 WHITE (1) - TO LOW SPEED TERMINAL OF BLOWER MOTOR BARE GROUND - TO TERMINAL OR BLACK (2) - TO COOLER FRAME 94 ii 1C OF OFTERMRdAL PUMP MOTOR WHITE BLACK (23 WHITE (1)7BLACK BARE GROUND i WIRE NUT (TYPICAL) Calculation Numbers J GROUNOLUG CABLE BARE BACK SIDE VIEW OF CLAMP GROUND SWAY SWITCH CABLE COVER PLATE BLACK (C) - TO HIGH WHITE - TO SPEED TERMINAL NEUTRAL OF BLOWER MOTOR TERMINAL OF BLOWER AND CONDUIT UP PUMP MOTORS THROUGH ROOF LOCKNUTJrJUNCTION I � /-BLACK (C) WHITE BLACK (23 WHITE (1)7BLACK BARE GROUND i WIRE NUT (TYPICAL) Calculation Numbers J GROUNOLUG CABLE BARE BACK SIDE VIEW OF CLAMP GROUND SWAY SWITCH CABLE COVER PLATE F i PROPRIETARY AND CONFlOENTIAL . Thw dmainpa d-ro.fiar..aiq* piepiirrp, DontW�id mr waY d F4rwood F.nripir Irk CmyryM O I= pp Fbwrood En1ryM kv- 1 RLE EVAPORATIVE COOLER # -CONNECTIONS FROM 5 -WAY SWITCH r: Jack W. No. , REV. 72-63-0002 i1 e: 5-17-95 : r SUPPLEMENT TO THE METAL PER (TYPICAL) ,-MIN. (TYPICAL) (SEE NOTES 4 8 S) 7 1 3 4- MIN. (rY LLXA3ER CROSS BEAM ICJ1L) (DFL NOTES 4 8) L #2 OR BETTER). SIZE PER TABLE 1. (SEE NOTE 2) Ridge Beam Support Post at Off -Set End (METAL PIERS WITH LUMBER CROSS BEAM) NOTES: 1. Metal pier spacing should not exceed 30' measured at center line of the piers. 2. Lumber cross beam to be DFL x2 or better, size to be per Table 1. Loads on table are directly dependent to beam width and depth. and to the size of the split(s) occuring at the ends) of the lumber piece. 3. Before bads are selected from Table 1, the splits) occurring at the ends) of the lumber piece need to be measured per the following requirements. A. A split separates the fibers of the lumber across the width of the piece; in a split, this separation must be visible from both (wide) faces of the piece. When the separation is visible from one face only; the defect is not a split. B. Splits are measured from the and of the piece and parallel to the edges of the piece. When the piece is split at both ends, use the longer split dimension for calculations C. When measuring a split. measure the split length on bath (opposing) faces of the piece; and for computations, use the average of the two dimensions. D. In order to use the values for -No Sple, the lumber piece must be free of splits; to achieve this, the split end(s), when present, must be sawed off. 4. When the and of the split is more than 4- from the centerline of the metal pier support, remove the split by sawing off the split portion(s) and use the bad values from the -no Splits* column. 5. When the and of the split(s) is within 4• from support, measure length of split Vs and use the bad values according to the particular length split The length of a split may be shortened (allowing the use of better bad values) when a portion of tfto total split length is sawed-off and the new split length is measured. OHOUSING CONSTRUM" SAFM STANDAMSS W v o APR 0 51996 Oct Q P_1C 8 i-ALLATION MANUAL WIDE FACE Ir 1 Length of Split in Lumber Piece DEPTH Lumber Stze 5.2+^ 350- 283' 1.75 or More Mrs. Mut. Mss. No Spit j I XI RIDGE BEAM 4 X 6 2804 307'0 3070 3070 ` 4 X 6 SUPPORT POST to 4X 10 4716 6272 7074. 7676 .;� (TYPICAL] 5736 7626 8603 9678 10850 USE METHODS A OR S AT THIS POST. MARRIAGE LINE 4- MIN. (rY LLXA3ER CROSS BEAM ICJ1L) (DFL NOTES 4 8) L #2 OR BETTER). SIZE PER TABLE 1. (SEE NOTE 2) Ridge Beam Support Post at Off -Set End (METAL PIERS WITH LUMBER CROSS BEAM) NOTES: 1. Metal pier spacing should not exceed 30' measured at center line of the piers. 2. Lumber cross beam to be DFL x2 or better, size to be per Table 1. Loads on table are directly dependent to beam width and depth. and to the size of the split(s) occuring at the ends) of the lumber piece. 3. Before bads are selected from Table 1, the splits) occurring at the ends) of the lumber piece need to be measured per the following requirements. A. A split separates the fibers of the lumber across the width of the piece; in a split, this separation must be visible from both (wide) faces of the piece. When the separation is visible from one face only; the defect is not a split. B. Splits are measured from the and of the piece and parallel to the edges of the piece. When the piece is split at both ends, use the longer split dimension for calculations C. When measuring a split. measure the split length on bath (opposing) faces of the piece; and for computations, use the average of the two dimensions. D. In order to use the values for -No Sple, the lumber piece must be free of splits; to achieve this, the split end(s), when present, must be sawed off. 4. When the and of the split is more than 4- from the centerline of the metal pier support, remove the split by sawing off the split portion(s) and use the bad values from the -no Splits* column. 5. When the and of the split(s) is within 4• from support, measure length of split Vs and use the bad values according to the particular length split The length of a split may be shortened (allowing the use of better bad values) when a portion of tfto total split length is sawed-off and the new split length is measured. OHOUSING CONSTRUM" SAFM STANDAMSS W v o APR 0 51996 Oct Q P_1C 8 i-ALLATION MANUAL WIDE FACE Ir 1 Length of Split in Lumber Piece DEPTH Lumber Stze 5.2+^ 350- 283' 1.75 or More Mrs. Mut. Mss. No Spit 4 X 4 XI 1436 4 X 6 2804 307'0 3070 3070 SPLIT LENGTH ON WIDE FACE'S' FACE WIDE FACE *N WIDTH IV,."I f �— SPLIT LENGTH ON r WIDE FACE *x Typical Split At End(s) Of Lumber Cross Beam MAX. LOAD AT RIDGE BEAM SUPPORT POST Nnrtrirml Length of Split in Lumber Piece Lumber Stze 5.2+^ 350- 283' 1.75 or More Mrs. Mut. Mss. No Spit 4 X 4 1436 143E 1436 1436 1436 4 X 6 2804 307'0 3070 3070 3070 4 X 6 3696 4916 5331 5331 5331 4X 10 4716 6272 7074. 7676 8006 4X 12 5736 7626 8603 9678 10850 6. Follow the example to use Table Example: Nominal 4 x 10 member Width: (Narrow Face) 3S; Depth: (Wide Face) 9. Split length on wide face W: 2S' Sprit length on wide face 13% 4.25' 25 + 4.25 . Split length . 3.38 in 2 Compute The Maximum Pier Load Based on Length of Split For a Nominal 4 x 10; with a 3.38* Split Use value on Column for 3.50- maximum The Load on the Ridge Beam Support Post must not exceed 6272 Ib. Calculation Numbers PROPRI TAAY AND CONFOENTIA- rtn" *aain p an4=1=0'8ip� vAwMtw. 0022139 oorr�e.�W nr�rEn`Rb" bm Coo„gAt O lase by Flaw Errrvsw Ins. SET UP REQUIREMENTS AT OFFSET END OF HOME METHOD C Jack W.1"o- 4-4-96 72-72-0004.4 1 B SUPPLEMENT TO THE ALLATION MANUAL FLOOR JOIST ,,— FLOOR RDA JOtM MODEL #104 MODEL #105 I NOTES a& b ` CONCRETE FOOTING (SEE SUPPORT Ridge Beam Supports FOOTING SCHEDME BELow) BEAM SUPPORT SCHEDULE ASESCO hwdei Number 2.16d NAILS. TOE Maz Lead Psr Rldgs I9aam SWWr1(Lbs.) 104 NAILED 1 EACH SIDE 6000 105 OF POST 12000 Load To Faoml9 (bL) 4 X 6 WOOD POST Sr 12- x 12- . MAX. 13000 44- X 44• S6' 1A11X. 1T x 1 r 2.8d NABS EACH SIDE 34• x 34• 14000 RIDGE BEAM SUPPORT 3000 21- X 21• 4.1? DIA. X r ANCHOR BOLT OR MOL 15000 /POWER ACTUATED DRIVE PINS MODEL #104 MODEL #105 I NOTES a& b ` CONCRETE FOOTING (SEE SUPPORT Ridge Beam Supports FOOTING SCHEDME BELow) BEAM SUPPORT SCHEDULE ASESCO hwdei Number Number Cr PCs Maz Lead Psr Rldgs I9aam SWWr1(Lbs.) 104 1 6000 105 2 12000 NOTES: a) All posts to be 4 x 6 HemFir #3 or better. b) If load exceeds 12000 Ib-. then use a combination of models #104 and #105. NOTES: ' 1. Ridge Beam Supports by ABESCO (models #104 and #105) or eqquivalent are to be installed per manufacturers installation requirements. 2. A single Ridge Beam Support by ABESCO (models #104 wit a maximum ioad capacity of 6000 Ib) will be required at 'Location A' of the offseL A single (model 8104) or a double Ridge Beam Support by ABESCO (model #105 with a maximum load capacity of 12000 lb) may be required at location B' of the offset. 3. Footing size, and to be per the ABESCO (or equivalent when icableImmu tallation requirements. 4. ABESCO Ridge Beam Supports (model #104 or #105) or equivalent to be placed directly under the support posts. Ridge Beam Support Detail NOTES: a) If footing size is 36' x 36' x 12' thru 47' x 4r x 12' use 3 - #4 Rebar (See Note 1). b) If footing size is 48- x 48' x 12' or bigger use 4 - #4 Rebar (See Note 1). '::;':;;:FLEETWOOD EN'fERPRt G<' . .... SUPPORT FOOTING SCHEDULE PROPRIETARY AND CONFIDENTIAL TAw. dr.w:+P aid- .eroaon... aip:nt pashy, 0022139 Ridge Beam Support Footing �1 (pUsiM(i CnMstRUCztu L.iJ Lbad To Fao" (Ds.) Footing SW (X':12- d«P) Load To Footing (on.) Food Stza rr z Ir dw) Load To Faoml9 (bL) Faomq S12s (Y i 12 - dap) 1000 12- x 12- 7000 32• x 32- 13000 44- X 44• 2000 1T x 1 r 8000 34• x 34• 14000 4S x 45• 3000 21- X 21• 9000 36- X 36• 15000 •4r X 4r 4000 24• X 24- 10000 3r X 38- ' INN, 46-X48•' 5000 27" x 271 11 oo0 4r x 4r 17000 So- x sr 8000 3r X 3r 12000 42• X 4r 16000 51- X 51• NOTES: a) If footing size is 36' x 36' x 12' thru 47' x 4r x 12' use 3 - #4 Rebar (See Note 1). b) If footing size is 48- x 48' x 12' or bigger use 4 - #4 Rebar (See Note 1). '::;':;;:FLEETWOOD EN'fERPRt G<' . .... Calcutatlon Numbers PROPRIETARY AND CONFIDENTIAL TAw. dr.w:+P aid- .eroaon... aip:nt pashy, 0022139 �1 (pUsiM(i CnMstRUCztu L.iJ � � d � E�wwr �` Caoyrgnt o t+aca a Ftsrrsod t,.resrpsr oro, SAFETY S1AHDr1R06 i S 4C V > T SETUP REQUIREMENTS AT Q APR O 5 1996 OFFSET END OF HOME METHOD B IL Jack W.NO. Rev. oc Q C.. D°"' 72-72-0004.3 B 4-4-961 SUPPLEMENT TO THe INSTALLATION MANUAL SUPPORT POST AT CONCRETE BLOCK OFFSET END OF. _.. HOME FLOOR ALTERNATE DIRECTION PERIAETER - FLOOR OF CONCRETE BLOCK WOOD SHIM. PLACE UNDER SUPPORT POST A�--� _ SwcLE OR DOUBLE BLOCK PER WITH SHAMS ♦. j `: i•:.:' i:i::::N :{: :y . B PER FLEETWWD HCME c •., INSTALLATION MANUAL PAD FOOTING SIZE PER SUPPORT POSTS FLEET HOME INSTALLATION CONCRETE BLOCK AT OFFSET MANUAL SEE REOUIREAENTS FOR SINGLE OR DOUBLE` STACK a Concrete Block Layout - Top View Section A - A SUPPORT POST AT OFFSET END OF SUPPORT POST AT HOW£ OFFSETEND OF I FLOOR I OUTRIGGER OR CROSSMEIrBER I OUTRIGGER OR L` AT END OF UNIT. SHAPE MAY I CROSSMEMBER AT END CF VARY. (VA FIAT. WIDTH. PLACE I UNIT. IN I � OF I ER SEE I SECTION C - C I WOODS PLACE UNDER SUPPORT POST II WOOD SHAL PLACE MIN. 4 X x 6- UNDER SUPPORT POST I MIN. 4X4X6- I IN EXTERIOR I PLACED EITHER DIRECTION II SEK PAD FOOTING SIZE PER II FLEET HOME INSTALLATION. MANUAL I ... View B - B Section C - C NOTES: 4 1. Concrete blocks specifications and their installation are to follow requi ments listed on the the 'Multi -wide Sections Ridge Beam Support Post Mating Line Footing Configuration' page in the Fleet wood Nome Installation Manual. 2. A single block pier (with a maximum load capacity of 3500 ib) may be -A required at point A of the oft et. single or double block pier (with a maximum bad oaf of 8000 Ib) may be required at point B of the Z ; 3. Footing size, capacity and type to be per the FILEETINOOD HOME INSTALLATION yam% MANUAL. + riff� 4. Concrete blocks to be placed directly under the support posts.. �. .�, tipvfES 1 : Ci•:,0,'..:•:<:�in'i$Yl!^i'1.;'J.:4>r6:J.�I.Nw. :C\ Fi:EEW000 ;:<;:>{;' Calwlatlon Numbers PROPRIETARY AND COMWENTIAL :. '•:�Sd�:: . in...a�.�eq..ne e;.ailoidm. � aeb:■Lo��r: 0022139 MOt1SIN 5 SAFETY STANDARDS �+Ie.erw eer b" d Fbafto od ryr.pl... ML e ,006ler Firawrmd Eery-- Y� ' SET UP REQUIREMENTS AT o f0 APR 0 X96: OFFSET END OF HOME ` s METHOD ;A a ¢ Q Q a Br: Jack w-TO REV. V Q 72-72-0004.2 ' B 4-4-9s SUPPLEMENT TO THE INSTALLATION*: MANUAL NOTES: 1- Ridge Beam Support Post loads at off -sat ends) of the home to be per the unit floor plant. Off -set may o= r at front and/or rear of home. 2. Pier support system used must meet an applicable local codes 3.Off-set units re . #ad Ridge Beam Sport Posts at off -set ends be tugy supported by any oneupdo the following three methods: Method A Concrete blocks. Method B ABESCO Ridge Beam Supports (model 8104 or 8 105) or equivalent, Method C Metal piers with lumber cross beam, 4. Concrete blocks and ASESCO Ridge Beam Su its (model 8104 or 8 105) or equivalent to be directly under the support posts, metal piers may spaced per lumber cross beam requirements, RIDGE BEAM SUPPORT POST LOCATIONS LOCATICN Ir END WAIL W tsur VARIES i VARIES WTING LME LOCATION'/' e VARIES END WALL I •.UNrr Typical Offset At End Of Home R r� t>rM mora PROPRIETARY AND OONMENT" Calculation Numbers °., .. Ei+I'tfAPF3fSE�� :to::.,,::b:'f<:u:.iwto}:y:i::s:.,:^:.av:: :v:t.:::,:itv..ts:::r,w. ....,:uf•$�.' Ttl�� a�IP Md o rumKING CONSTAtICitOti 0022139 aor�nrw * 1MbrF1 -wo-h—A.~M& a C..� b SAFELY STA14MU S o APR 0 51996 i Q � TITLE •: SET UP REOUIREMENTS AT, OFFSET ENO OF HOME Br-' Jack W. "0- 4-4-96 a4-4-96 72-72-0004.1 B RDA PLATE OF � MANUFACTURED 2X4X12'WL (ACI DFL, UNTREATED) 4 X 4 AT 4'-r O.C. — (62 DFL. TREATED) Z MW. 2.180 NABS AT EACH Ruin PLATE OF 2 X 4 MAY BE CONTWUOUS, MANUFACTURED HOME T 4X4A.C. WITH SPLICES AT LEAST 8' 4!-<r Oi FROM 4 X 4. 2X14XITMIN. 1 SPLICE BLOCK WRH' 2 - 180 NAILS (TYPICAL 4 -180 NAILS OR 2 X TOP AND BOTTOM) 12 X 12' SPLICE BLOCK 2 X 12 OR 2 X 14 FOR SOIL 1SOO PSF OR 20' MW.-- WBETTER BETTER i IN LIEU OF 2 X B X Ir. USE 2 X 12 2 X 14 WITH � Z SP T LEAST iz' F SPLICES AT LEAST 12' FROM SECTION A - A — — — -THOSE IN FOCITWG. rrr�rrr-rrrrrr rrr rrrr�rrr- urr�rr� , FOOTING rrr. . •�j" ELEVATION VIEW 2. Perimeter RDA PLATE OF � MANUFACTURED 2X4X12'WL (ACI DFL, UNTREATED) 4 X 4 AT 4'-r O.C. — (62 DFL. TREATED) Z MW. 2.180 NABS AT EACH S MAX. END OF POST (TYPICAL) 2 X 8 X M IAN 2 X 14 CONTINUOUS (A'2 DFL. TREATED) (07 DFL, TREATED) OR CONnmuous USE 2 X 12 FOR SOIL ISM PSF OR BETTER ,r 2 X 12 OR 2 X 14 Ilr llr r 1(=1rfl= % r�r Z Notes: SECTION A - A 1. 14 wide man floor width, 12• man save. 12 wide mwL floor width, 16- mwL save. r •�j" 2. Perimeter support shown is in addition to frame r piecing and bxknvn straps; ses installation manual of . .......r :ra; t.EE�iN000EEt]tFAPR1SE51Nt� ........... wc�; aaysrF o••'.: Calculation Numbers PROPRIETARrANDCOIIPIOE�M{AL•.'• T�.r.d.�.:e.•�a�o.�•••aIV' vRv­•r ^iT?iZ�:.\".04 .' ..... .':OiKAViiLV,O'AM:?:NLO?R:\<•:•L<Or,.A�:��v, • m4idwrYi 111rM1�Y d Fiskaoed 9 Y+d C qee o tone w Fbrweod 6rwv:.. r,� " RMAL mu 002211S TmE WOOD PERIMETER PIERING a FOtsm t RUCTION ti SAFETY STANDARDS j 40 PSF MAX. ROOF LL. ' a 0 MAY 24 JnS .: Frank ML FAV. aw. 72-72-0075 FRONT OR REAR CROSSMEMSER. (MAY BE OTHER CONFIGURATION THAN SHOWN). SUPPLEMENT TO THE INSTALLATION MANUAL ANCHORS AT EACH END OF HOME FRONT OR REAR CROSSMEMBER. (MAY BE OTHER CONFIGURATION THAN SHOWN). MAIN BEAM MAW BEAM MEASURE MEASURE GROUND DISTANCE *A- TIEDOWN GROUND DISTANCE "w LEVEL STRAP LEVEL GROUND MEASURED DISTANCE ANCHOR 'A• MINIMUM METHOD 1 (Strap wrapped around crossmember) LOCATE STRAP NO MORE FRONT OR REAR CROSSMEMBER GROUND ANCHOR CLAP AT CROSSME-MI&ER TiEDOWN STRAP MEASURED DISTANCE 'A' MINIMUM 1 METHOD 2 (Strap attached to welded clip) LOCATE STRAP NO MORE THAN ONE FOOT (1'-Q' FROM EITHER SIDE OF MAIN BEAMS. 7 I oc..... — MAIN BEAM DOUBLE WIDE fnP U (TYPICAL) SINGLE WIDE FRONT ORRER STRAP SPACING STRAP SPACING SUPPLEMENTAL TIEDOWN STRAPS LOCATED ALONG EXTERIOR SIDEWALL (IF PROVIDED) L SUPPLEMENTAL STRAPS MAY --/ HAVE BEEN INSTALLED AT THE MANUFACTURING FACILITY Supplemental straps may be fastened to same ground anchor as the main beam tiedown straps if anchor is approved by the manufacturer for such installation. CAUTION SUPPLEMENTAL MEDOWN STRAPS ARE NOT A REPLACEMENT FOR DIAGONAL MAIN BEAM TIEDOWN STRAPS. THE DIAGONAL TIEDOWN STRAPS ARE THE MINIMUM ANCHORING SYSTEM FOR THE HOME TO MEET WAND ZONE I REQUIREMENTS, .0 �. I+oMIK CONSflil=ON i SAFETY STM MAR06 W a MAY 24 1995 a Q �a �= 8 ti EXTERIOR SIDING SUPPLEMENTAL STRAP W MAX IN FROM EDGE OF FLOOR GROUND ANCHOR �MuN BEAM MAIN BEAM TIEDOWN STRAP Calculation Numbers PROPRWTu+Y AND CONFUNI NnAL The" MW 06 caoyrgM a 19os by Firwrood 6+beorsM A+n ' TrrLE ANCHORING FOR' MANUFACTURED HOME IN STATE OF CALIFORNIA Jack W. No' RBN. os.1.: 72-72-0054.4 SUPPLEMENT TO THE INSTALLATION MANUAL MATERIAL SPEaFICATIONS TIEDOWN STRAPS AND GROUND ANCHORS a. Main beam diagonal straps. Min. 1 1/4' x 0.035' zinc sated (0.30 oz. per sq. fL) ' b. Longitudinal straps frcr;t and rear. steel strapping conforming -to ASTM 03953; Type 1. Grade 1, Finish 8 with a minimum working load cacac y' c. Supplemental straps. of 3150 lbs and a minimum total bad capacity of 4725 lbs. Slit or cut edges of zinc sated strapping do not need to be zinc coated. e• Ground anchors for ail tiadcwn straps. May be fabricated from steel roc, cable or other similar material. STRAP ^� 6' MAX 04 FRC#A ECGE CF FLCCR i GFICUNd ANC>•!OR 1).. Ground anchcrs shall be. capabis cf resisting a minimum total bad capacity of 4TcS lbs. and a working load capacty of 31SO lbs. minimum. 2). Anchors and anchoring equipment should be canified by a professional engineer, architect or a nationally,.• recognized testing laboratory.as to their resistance, based on the maximum angle of diagonal tie and/or Vertical tie loading, in°a=rdance with testirg procedures in ASTM Standard, Specification 03953-91, Standard Specification for Strapping, Flat Steel and Seals. ANCHORS ALONG SIDES OF HOME MAW BEAM I � PIER MOLE VARIES TYPICAL STRAP INSTALLED REQUIRED ON BOTH SIDES OF HOME TIEDONM STRA `rYPr-AW MAXIMUM ANCHOR SPACING 0040(11 Ot Mal D99rt1 (Inw—). wi':::..............:...:—.��--� x r:.<, wt�xw .?r.:. ..taw :a.`..•; . a2...w. .�w6J'�`"'tii�%�. •.^.�:a+:.: '. ..' ' SINGLE SECTION a ` � J . rrn......rr a".\::'.`. i`�i{{yJ:U; i:,ti'v:CJ:j•?:4:4: J?.�jC.. a ..F.�•:;;�•::::::::;•: +•::::; `i is �.:. <Y � :c..^ii: MULTI SECTION I 12,24 1326 1428 12-18 12'-0' 12'-0- 14'-6- 4'-6'19-36 19-36 9'-0- I 9'-0- ( iv -6- 0'-6'37-48 37-48 8•-0' 8'-0' 9•-0' 49-80 5•-6- 5'-6- 6 --S- 0 I ALL 04 oa 17 21 31 44 12(1) 12M 25411 2= 26(1) 26(21 27 55 75 64 05 07 34 35 = 54 73(1) TS(2) 19.22(1) Z2M 41(1) 41(2) 56 00 33 70 79 wi':::..............:...:—.��--� x r:.<, wt�xw .?r.:. ..taw :a.`..•; . a2...w. .�w6J'�`"'tii�%�. •.^.�:a+:.: '. ..' ' SINGLE SECTION a ` � J . rrn......rr a".\::'.`. i`�i{{yJ:U; i:,ti'v:CJ:j•?:4:4: J?.�jC.. a ..F.�•:;;�•::::::::;•: +•::::; `i is �.:. <Y � :c..^ii: MULTI SECTION WIND ZONE I r ...jury.cxi:::cvn•:tdvieuCia�nv,RcRYitci:��c&cixx <:i �°" Fi EIW000"EiIIF.AP iNAiSE3 Calwtatlon Nurttbars PROPiiIETAA>I AJio coNFtcurtuu., ^.:tY{4ta..�tKA<ON?�N>[•: %�•. Y.•:nw.an.•. kM.r ��..<�.a. �'T�I. HOUSING CONSTRUCTION W C40""a t9)<e,. F4wread ANCHORING FOR S SAFETY STANDARDS > Q MANUFACTURED HOME IN' 4 g o NOS 231994 Cr. STATE OF CALIFORNIA -=� Q M. 21 nE,r. 8jr' Jack W. X72=99-00202 -- $ • a1.: 11.12-94 - ALL 04 oa 17 21 31 44 12(1) 12M 25411 2= 26(1) 26(21 27 55 75 64 05 07 34 35 = 54 73(1) TS(2) 19.22(1) Z2M 41(1) 41(2) 56 00 33 70 79 SUPPLEMENT TO THE INSTALLATION (MANUAL BEFORE GROUND ANC:IiOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT, IN SERIOUS PERSONAL INJURY AND EVEN DEATH. The type of ground anchors shown are typical. Other types of anchors maybe used provided the manufacturer's. installation instructions meet the specifications as outlined. GROUND ANCHOR INS -1 ALLAI'ON a). Should be installed below the frost line. b). Should be at least 12 inches above the water table. FINAL PCs c). Should be installed to their full depth. of HOME d). Stabilizer plates should be installed to provide added resistance to overtuming or sliding forces. (See anchor manufacturers instructions for this application.) e). Refer to the anchor manuf=:uees instructions for the type soil in which the anc^or is to be installed. The anchor and anc:.or head'ccation should be in line with the diagonal strap that wiil be installed around the main beam. This location may require anchors to be installed at the site location prior to moving the home secxion(s) into its final position. :':ti•:::::w.:;}:..};:.•....,,.•..,.,:.....:::::•�.F• /�• ENTERPRISES tN}'` '.>..FLEETWOOD :S}:Qri:Y::+nv.-.vlri:;}}•..?•vx:: CaICtllatlOR NURlb6fs PROPRIETARY AND CONFIDENTIAL n+•••dw••�+dw�>.••«�v�+.lv�o�w.r. }'; n.n:.;-i'f•:Lv�i.::h} �.•. f=:}�;:�} aurtd�rod nwswimi d Fbw&mdEnerp= Ine '3 �. A M 0111K M Paw Ensw:« ae NMING CONSTRUCTION W �� ANCHORING FOR CC i SAFEZY STANDARDS. a MANUFACTURED HOME IN '•. NOV 23 =4 STATE OF CALIFORNIA. a o.qtr. OC �' .Jack W. N0. 72-99-0020.1. T. Rev. 11-12-94 All. 04 06 17 21 31-48 12(1).12(2) 25(1) 26(1) 26(2) 27 55 76 84 05 07 34 35 39 54 75(1).75(2) 19 22(1) 22(2) 41(1) 41(2) 56 69 X1,.70 79 SUPPLEMENT TO THE INSTALLATION MANUAL Addendum to page 10 of the Fleetwood Home Installation Manual. - If all of the following requirements are met for all of the pads under the home, the soil bearing capacity may beAssumed to be 2000 psf minimum: 1) . All organic material must be removed from under all of the footing pads; and 2) the top three inches of natural soil must be removed from under all of the pads, and 3) the soils under all of the pads must be reasonably level. If any of these requirements are not met for any of the pads, the soil bearing capacity shall be assumed to be 1000 psf or as determined. by .other methods outlined in the Fleetwood Home Installation Manual. zr N:; �::t2t.<'v:ot% w>a r : :: r,i:;�. :;o- a;• }`>•> `^`" ^:' PROPRIETARY AND CONFIDENTIAL Calculation Numbers'Tens„d,.w,Panew.ah�efon.••av�voa+�lr. • RrMroad Eerrprir Y,a ttUi��.: SAFtTY STANMR06 as�d�ry ieWriMd . Caor+oM o Baas a R.w.00e EnwssM r� i V O 7TTLE , ,,, gpDENDUNI;TO PAGE 10 OF THE Q JAN 0 5 1996 INSTALLATION MANUAL' 0 '� Q Q Jack W r REV. 1T 72-72-0100 D.i.: 01-03.96 F. I SUPPLEMENT TO THE INSTALLATION MANUAL PORCH OPENING(S) MAY BE AT VARIOUS LOCATK)NS. PORCH LOCATK)N MAY BE ON ONE OR MORE SECTIONS OF HOME. Calculation Numbers PaovaleTAaY AND CONFIDENTIAL n,..o drawip..nd.p.oiip.0on..w oelQi�. popwry. IIIIIIIIYIIIIIIII9i1111�11V oa+rida.i.l mow" d FWww=d EMwpsw Mm - %woo NG COKS UC ION 0029060 CwwrigM a IM W FMwwood Em i... M. TITLE PERIMETER FOOTING ; t a V s 511FEI11 sTANpdAtit 0 CONFIGURATIONS FOR PORCH'POSTS 060 0 DEC 05 1995 LSC AND 80 PSF ROOF LL MAX a Q. Q V TYPICAL PERIMETER FOOTING AND PIER: SEE SIDE VIEW BELOW. FOOTINGS AND PIERS UNDER THE MAIN BEAMS OF THE FOOTINGS AND PIERS UNDER THE PORCH RIDGE PORCH SHALL BE THE SAYE TYPE. CCNFIGURATION BEAM POSTS SHALL BE THE SAME TYPE AND AND SPACING AS DETERMINED FOR THE MAIN BEAMS CONFIGURATION AS DETERMINED FOR THE RIDGE ` OF THE MAIN SECTION(S) OF THE HOME. BEAM OF THE MAIN SECTION OF THE HOME. FRONT VIEW (SEE NOTE BELOW FOR EXCEPTION AT FRONT OR REAR OF UNIT.) AAI SEC PERIMETER FOOTING AND PIER SHALL BE—Y LOCATED AT EACH PORCH POST LOCATION. SEE PROCEDURE TO DETERMINE FOOTING SIDE VIEW CONFIGURATION. (perimeter piers shown) CAUTION Area under porch should be graded so that water drains away from home. Area under porch should not be enclosed by a foundation or skirting that prevents water from draining away from the home. Continuous load bearing (perimeter) foundation shall follow the outline of the exterior wall of the main section and shall not enclose porch area. NOTE: When all or part of a multi -section home Is a porch, the perimeter footing configurations are to be determined as outlined In page 72-72-00802 Piers are not required when porch posts at wont or roar of unit are located directly above a full width front or rear metal frame Notes 1- Length of porch can be subtracted from length of main section when determining longitudinal tiedown strap requirements. 2. See page 48 of the Home Installation Manual to see I longitudinal strap requirements apply. 3. Porch may be part of sinqle section home. " `FLEETWOOCEENtERPRISES INC:::><?<?'> .,.w;....,..,..,.>:...:.... Calculation Numbers PaovaleTAaY AND CONFIDENTIAL n,..o drawip..nd.p.oiip.0on..w oelQi�. popwry. oa+rida.i.l mow" d FWww=d EMwpsw Mm - %woo NG COKS UC ION 0029060 CwwrigM a IM W FMwwood Em i... M. TITLE PERIMETER FOOTING ; t a V s 511FEI11 sTANpdAtit 0 CONFIGURATIONS FOR PORCH'POSTS 060 0 DEC 05 1995 LSC AND 80 PSF ROOF LL MAX a Q. Q Br TW No. REV. 8 Q D°i' 11-29-95 72-72-0080.1 A SUPPLEMENT TO THE" INSTALLATION MANUAL RIM PLATE OF __7 _ — MANUFACTURED HOME 4 X 4 AT 4'-0.O.C. 16d NAILS TOENAIL AT 2' O.C. ON BOTH SIDES OF BLOCK. ELEVATION VIEW Numbers RIM PLATE OF MANUFACTURI MMINC CONSTRUCT HOME 0022136 2X4X1rMIN J (03 DFL, UNTRE 4X1 0 X 16- SPLICE BLOCK 4 X 4 AT 4'-0' O (A2 DFL, TREATED) (92 DFL, TREAT 0 4 X 10 AT SPLICE (REFERENCE) 2 - 1 6d NAILS AT EAC END OF POST (TYPK lll� 111111= SECTION B - B 4 X 10 CONTINUI (4 x 10 SPLICE) (62 DFL. TREATE Nates: 1. 14 wide max, floor width, 12' max. eave. 12 wide max. floor width, 16' max. save. 2. Perimeter support shown is in addition to frame piering and tiedown straps; see installation manual. R. 000-ENTEgPRISEStN M.'.Calculation Numbers MMINC CONSTRUCT 0022136 J QD i SMM YTANOAR08 0 MAY 24 1995 d a CL. 4 X 4 MAY BE CONTINUOUS, WITH SPLICES AT LEAST Ef FROM 4X4. 2 - 16d NAILS L FOOTING SECTION A -'A PROPRIETARY AND CONFIDENTIAL w ' Thaao dnwinga and ap.dfia" an orWwwL propria". oa+HdrdW ffobvials d FiaMwoed Errlarpioa No. ' M o 1 � br Flaalwood Fsearvioa hra ' WOOD PERIMETER PIERING4 80 PSF MAX. ROOF LOAD WZ-1 Frank NO. REV. 5-17-9 72-72-0076 ' .dam>..,.. .<l.. _ .-- ..-'•s`;r s•. .`,7:.r+�lr wi:^.«r,;T :-„^-d•' - ' -'. .. / ENDWALL OR CROSSWALL CLOSE -!P MATING UNE DETAIL N0. • DETAIL NO. C BEAM ®I TAPE ANO TEXTURE DETAL N0. TAPE AND TEXTURE OP -012P"4017 Z.0 I TYPICAL CROSSWALL Issuad 395 , OR ENDWALL MATING LINE CLOSE-UP PIAN VIEW CENTER BEAM CLOSE-UP I FLATTAPE _JM PANE SUPPLIED WITH SET-UP PARTS ELEVATION INSTALLATION. - INSTALL 7 WIDE GYPSUM PANELING OVER MATING UNE - FLAT TAPE BOTH SEAMS. - MUD OVER FLAT TAPE ON BOTH SEAMS. TEXTURE TO MATCH MANUFACTURING CENTER 'N,STALLED GYPSUM. SAND AND PAINT. NOTE 0 . , MATERIAL IS PROVIDED FOR PROPER CLOSE—UP FINISH. _. SHIM AS NECESSARY. _Pii ; // O% .:: jo MANUFACTURING CENTER INSTALLED GYPSUM PANEL GYPSUM PANEL \CORNER BEAD OR BULLNOSE BOTH CORNERS - AFTER CENTER BEAM HAS BEEN SECURED TOGETHER INSTALL GYPSUM TO UNDERSIDE OF BEAM. - CORNER BEAD OR BULLNOSE BOTH CORNERS ON BOTTOM OF CENTER BEAM FLAT TAPE ALL GYPSUM SEAMS - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULL NOSE CORNERS TEXTURE TO MATCH MANUFACTURING CENTER INSTALLED GYPSUM. - SAND AND PAINT. NOTE 1. MATERIAL IS PROVIDED FOR PROPER CLOSE-UP FINISH. 2. SHIM AS NECESSARY. CORNER BEAD OR BULLNOSE___v GYPSUM PANEL I / TAPE AND TEXTURE CLOSE-IP���_MANUFAC`TURINGCENMi PISTALI•'M GYPSUM PANE INSTALLATION, MTN Snr. - AFTER CENTER BEAM HAS BEEN SECURED TOGETHER INSTALL GYPSUM TO UNDERSIDE OF BEAM. - CORNER BEAD OR BULLNOSE BOTH CORNERS ON BOTTOM OF CENTER BEAM -FLAT TAPE ALL GYPSUM SEAMS - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULL NOSE CORNERS TEXTURE TO MATCH MANUFACTURING CENTER INSTALLED GYPSUM. • SAND AND PAINT. NOTE 1. MATERIAL IS PROED FOR PROPER CLdSe-IP FIN!”. VWk. 2 SHIM AS NECESSARY. :L • DETAIL NO. C BEAM ®I ' BEAU Cl E DETAL N0. TAPE AND TEXTURE :NAPE AND TEXTUR Z.0 , OP -012 Page 6 of 17 OP -012 Page 6 of 17 Issued 3195 ' Issued 3195 MATING LINE CLOSE-UP PIAN VIEW CENTER BEAM CLOSE-UP I FLATTAPE _JM PANE SUPPLIED WITH SET-UP PARTS ELEVATION INSTALLATION. - INSTALL 7 WIDE GYPSUM PANELING OVER MATING UNE - FLAT TAPE BOTH SEAMS. - MUD OVER FLAT TAPE ON BOTH SEAMS. TEXTURE TO MATCH MANUFACTURING CENTER 'N,STALLED GYPSUM. SAND AND PAINT. NOTE 0 . , MATERIAL IS PROVIDED FOR PROPER CLOSE—UP FINISH. _. SHIM AS NECESSARY. _Pii ; // O% .:: jo MANUFACTURING CENTER INSTALLED GYPSUM PANEL GYPSUM PANEL \CORNER BEAD OR BULLNOSE BOTH CORNERS - AFTER CENTER BEAM HAS BEEN SECURED TOGETHER INSTALL GYPSUM TO UNDERSIDE OF BEAM. - CORNER BEAD OR BULLNOSE BOTH CORNERS ON BOTTOM OF CENTER BEAM FLAT TAPE ALL GYPSUM SEAMS - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULL NOSE CORNERS TEXTURE TO MATCH MANUFACTURING CENTER INSTALLED GYPSUM. - SAND AND PAINT. NOTE 1. MATERIAL IS PROVIDED FOR PROPER CLOSE-UP FINISH. 2. SHIM AS NECESSARY. CORNER BEAD OR BULLNOSE___v GYPSUM PANEL I / TAPE AND TEXTURE CLOSE-IP���_MANUFAC`TURINGCENMi PISTALI•'M GYPSUM PANE INSTALLATION, MTN Snr. - AFTER CENTER BEAM HAS BEEN SECURED TOGETHER INSTALL GYPSUM TO UNDERSIDE OF BEAM. - CORNER BEAD OR BULLNOSE BOTH CORNERS ON BOTTOM OF CENTER BEAM -FLAT TAPE ALL GYPSUM SEAMS - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULL NOSE CORNERS TEXTURE TO MATCH MANUFACTURING CENTER INSTALLED GYPSUM. • SAND AND PAINT. NOTE 1. MATERIAL IS PROED FOR PROPER CLdSe-IP FIN!”. VWk. 2 SHIM AS NECESSARY. Ivo 11,d o cr)-x ?i ho lq-1 I. L LZ sol I21 ,OI IL �?�66 ��'jLZ LZ Z/grab 1 .•s_ � J I i r 1 i~o�sN3w �Q• "1"1`dM'•.L)c� q� •.ldp bZ N e' Q ggcc V � cel UJ d • T/ILZ It A �1 I LL LL Q I: J I � � I I' g I � w I� bZ N al CLOSE-UP FOR VERTICAL SUP :rAR No. POST @ MATING UNE PORT Dr3, TAPE AND TEXTURE OP -012Q;9 9 DETAIL 7 Issued CEILING CORNER BEAD OR BULLNOSE BOTH 2 X SUPPORT POST CORNERS GYPSUM PANELING MATING LINE -7. SUPPLIED WITH SET -up PARTS TAPE AND TEXTURE CLOSE-UP BOTH SIDES FLOOR - CHECK POST FOR AUGNMENT. SECURE POST IN PROPER LOCATION. - INSTALL GYPSUM To SUPPORT POST. - CORNER BEAD OR BULLNOSEBOTHOUTSIDE CORNERS. -FLAT TAPE ALL GYPSUM SEAMS. - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULLNOSE CORNERS. TEXTURE To MATCH MANUFACTURING. . CENTER INSTALLED GYPSUM. • SAND AND PAINT. NOTE. I- MATERIAL IS PROVIDED FOR PROPER CLOSE-UP FINISH. A� CE! MATING LINE TAPE AND TE BOTH SIDES CLOSE-UP FOR VER'llICAL SUPPORT DIETAILM0. • POST@ MATING LINE TAPE AND TEXTURE 3i C OP -012 Page 9 cf 17 -t=ad 3155 - FLAT TAPE ALL GYPSUM SEAMS. - MUD OVER FLAT TAPE ON SEAMS AND CORNER BEAD OR BULLNOSE CORNERS. - TEXTURE TO MATCH MANUFACTURING CENTER INSTALLED. GYPSUM. - SAND AND PAINT. NOTE. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PAR BER , bHONE BUILDING PERMIT OWNER . S` OC BUILDING j(J1.LUATION .OWNER 1 SS I CO R'S NAME TELEPHONE c0 TO I NG EK .lS� 1 C-( CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS ` Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee $ sulL I PERMIT FEE $ LOT NO. SUBDIVISIONS NAME E PLUMBING PERMIT Iling Fee 20.00 USEOFSTRUCTURE / SF ❑ Duplex ❑ Mobilehome er Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ I ❑ Oth Bim/ Describe Work: V, 1_4 I Gas piping stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".AA OR IESoR LESS 2oS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Erl, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �f one hundred dollars ($100) or less.) L9� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwith comply with those rovisions. / X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. sD OR ADONS. ( A ACC, BLDS. 3.50FT. IpµRO�,pT MULTI -OUTLET @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES eAL @';50 Ex. Occup. o uritD�sAPPLNS RESID.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ _ ''sT' T`' TOTAL FEE $ HAz. D FEES JMP 000 DF ppgcEL , Pp HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ' % Date PERMIT EXPIRES O provisions to do work paid. 3 Q 1 Bfa Receipt No. WHITE-D.D.S.-B.D. CANARY -,ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT <�4 SESSORPARCEL NUMBER ( 10 BUILDINGPERMIT DW R T SO. FT. OCC. BUILDING VALUATION in 179-37-- . OWN MAILING ADD CONSTRUCTION LENDER LENDER'S MAILING ADDRESS 1 0 b C7) ��q(11(1 Fireplace Total Valuation $ ARCHRECT OR ENGINEER Uut; CNV' Filing Fee $ 20.00 Permit Fee $ —� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U ili ies/❑ Installation ❑ Other ❑ Describe Work: f U ' d � , Gas piping system 1 - 5 outlets 15.00 Buildingsewer .00 Mobile Home S G W @20.0 10, PERMIT FEE PAID SRA SHERIFF OTHER AMOUNT RECEIVED DATE RECEIVED 1 ac� )62� RECEIPT # �9 T54 PERMIT FEE S ELECTRICAL PERMIT a00Y OR LESS Main Service z0.OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUP: _, OR ADONS. d ACC. BLDS. ��� ig Fee 20.00 23.00 46.00 3.5¢Fr; @7.50 EX. OCCU . OVrLU OR FDMRES EZ a .a0 °Pp UNIS Ex. Occup. G TSFIXED A.DER 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE I $ MECHANICAL PERMIT I Fling Fee 1 20.00 6.50 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST- TYPE TOTAL F - E $ HAZ. I D. FEES I IMKI FUO0b I CPE I PARC PD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 n �PEERMIT APPLICATION DATA SHEET �+� l /� �(! OWNER: n SCJ >l ASSESSOR PARCEL NUMBER V (1J' o T v • �O / Proposed Building Use: r.. Counter Technician: Date: I • f 'G Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order Opply. 1P 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. Letter 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: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, 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 these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner � 14. Hazardous Material Form �jC�LJ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other 9 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by .. O > ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ • �a ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) User (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 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 ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: G, !!2. . When issued Telephone -�1 and hold for pickup. I have been i frt med of the above items and req irements for obtaining a building permit. Applicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owne[ s dvised of the ab ve data b phone, ❑ mail, ❑ counter Date-� Planreviewed by: Date: .47CO Plans approved by: Date': Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Dale: Yellow: Building Division Building Permit umber: Owner Name: rtr rief 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, HY.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. A, 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: D T — Da S S Owner Name: Fenn er-- 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: OkAll structuresd equipment including ov hangs shall be clear of all easements. A setback of 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. S9 WT AI y 14 Y W � � Q ! V m a` t c s ee W .9 o Z LL ` � � v o 9b cy1•-ct Q p m Zfl'd:LS',N�IW �� z o 'X`dW z Lu a 1H9131i1-4 4L 11tl2fQl'NH� ? •; Q o Lu II rCAwLLI Co l... n 1-- F- � Q � 1 �rI O • 4ri LU ZZ: x a cIm Le 5- z }.� d9C _ ' k c ;r Q j ? 1Q V N W 5 Z c LL. ,f'e C • oc wce a :s g, cm c �h to,NIw .90 Pvic. 3o Y-3 .0 0 V,-( -p '41 &" i t well Assessors Parcel Number. D ®®- ©DDD - CD ® D !Owner Name /Address/ Phone No. J)e/.)Olx iSitel-ocation- I it ri w p Zoning Genera Plan Contact: Name Se Phnn 7.-1-77 NOTE a See th". Re al 1, �H-F Pages ELECTRICAL, MECHAMCAL, AND PLUMOM CONSSTRUCTION ( N0T PLAW. 01 -IE KED %.- RENT W, I'M SHALL COIF WITH '�UR OF NEC, UMC AND UPC. Size (Acres)* am. IDL�- 0 d15-95 fyi C -- j3u-TTE COUN I L- AWLDINN DEPARTMEN, A p p 0, ® PLANNING DIVISION, BUILDING PLAN APPROVAL Use: Date: 3 C>� Parking:__ Landscaping: oftr. Signature: Cc K c L't Y I well Assessors Parcel Number. D ®®- ©DDD - CD ® D !Owner Name /Address/ Phone No. J)e/.)Olx iSitel-ocation- I it ri w p Zoning Genera Plan Contact: Name Se Phnn 7.-1-77 NOTE a See th". Re al 1, �H-F Pages ELECTRICAL, MECHAMCAL, AND PLUMOM CONSSTRUCTION ( N0T PLAW. 01 -IE KED %.- RENT W, I'M SHALL COIF WITH '�UR OF NEC, UMC AND UPC. Size (Acres)* am. IDL�- 0 d15-95 fyi C -- j3u-TTE COUN I L- AWLDINN DEPARTMEN, A p p 0, ® PLANNING DIVISION, BUILDING PLAN APPROVAL Use: Date: 3 C>� Parking:__ Landscaping: oftr. Signature: 4C' C_ Kropp +0 powe- -021 rn rd I ID 20 30 do so Nam �M CRAPHC SCALE ORIGINAL SCALE: 1"= 30' AsSessor's Parcel Number: Fo� 40-151 E M El'_ FQ1 Size (Acres) Owner -Name/ Address/ Phone No. iho,6croth pon."Evs-'. Site Location. ,0�,S hl'nq D,r- Zoning TM. — Z/7 General Plan. P 0 W.{ / vl� Y" \ V 1 2 G� �eacl-t�1�r�2� I I� Leach �YYlvh 1c lo�+�e- T'an K ro garter 3o y3e _ 4 enr� e1r well fELiECTRIIC§9P�L,1,w.'EId6Hr'�NII0�OLy AND PFLI. NTS!eNG GOMIS 9 19UC✓ 1 1!0i i NOT Pp `,%A C HEEC E—iD } p/S H ALLCCI'�H PLY ' I Cil•MENT EDITION OF NEC, UMC AND UPC. See the afiached e_ +.;ars �e3flta 2,—Pages Assessor's Parcel Number. D®®— E R E- D Size (Acres) y, /,S' Owner Name /Address / Phone No. .1)eho►rt i Site Location Ole It Zoning `i" �rn - 1 U Genera Plan Contact: Name Phone Z _ G Q 4 - 02 S'/ M C� BME- COUN 1"f UILDING DEPARTMS-;�. A p p R OVE PLANNING DIVISION - BVIL )ING PLAN APPROVAL Use: Date. Partcing:- Landscaping: Other. Signature: I-- k 0� 12, BUTTE COUN t RUILDNG ®EPA p p R 0 V F" u To 20 30 so CRX-Mc SCLC ORIGINAL SCALE: 1"= 30' Assessors Parcel Number-.. Size (Acres) Owner -Name/ Address/ Phone No, ibc-3,6oryth Site Location. -7;17,IVJ J N S A err g toe Zoning General Plan.v' �•'•I!4' � � 89.. S3 00 � '� � � ' tya a�•. >L. � .. �� _. �'+.�L_i;..+.a.i.�.,at.�y'YL'W•"q•.,.1�; ..N -Ir a•.�. 1436.38' 64.95' 2 _SCNOTT ROAD DATA BEARING W R/W 3 2224 00 E 26.00'. 24': s 16� 09 00"'W' 132.64 137. 3 �' S 37 20E 128.12' 130. • `;, `' `J� 4 S.. 25� 08 40" W. 154.2¢. . • 152. 5 . S 1�36' 00"•E 54.4e' '59. 6 S 40'59' 00" W 762.86' 789, ' 1 S 7 • .�' 35 30" W 5 245. �J `00' e. S 83 06' 00" w I. Ko O N 6 �� PARGEL i... ::;�..=:`c,•• ��7 � / [� � sus 3 9.3 6 A c. jj (1��. .: �. •�bl f• • 111 . v� 34. t5 Ac. ........ ........ _ _ �O in ;;`.-_•moi?-5' .�':1,�°?.c`. =,i�w� •' � ~ � .�;�,: �: ^: ". �'. :, � p�� ' CD . ro �.��¢..; -.. � � - ., • . • � .. PARCEL == 4 34.98 Ac. c� 5.06 , pA S i 1 .OR. 32'55' W BASIS QF BEARINGS LEGE _._._. THE . PASIs OF BEARINGS FOR THIS SURVEY IS THE WEST FD. 2=1/; LINE''.. OFTHE SOUTHWEST QUARTER, TAKEN AS N 0'28'06"E. SET 3/4 o. ?.. ' ROAD CC t c.; 0 -jig w •s � OU 3 0 rn 0 vo„� X. �-0:A �1 0 r1 1IWA, Al 0 6, k )e i., tom' SVG/ 7p wr Pol c. pa 3o x3v� t�rdpusP�F ' . paw* (a. LAY °2 (each [Prne- I -M0 , le ITO n 1 lgs' APPROVED Butte County Envie m e Ith to G� y Si na _ I !Assessor's Parcel Number: P] ® 0 — E01 0 R�— OD ® D Size Acres ,1. JS— ,'Owner. Name / Address / Phone No. -cf b fen n Pr Site Location - We It Zoning �i ' ` -ki - 1 y Ge � Hera Plan Contact: Name PhoneF 2 G 0 ENVIRONMENTAL HEALTH DEC 0 3:2003 CHICO, CALIFORNIA Aolc.� G i P Butte County Environmental Health D Si nature /� 5— enr\� p6— 4 Assessor's Parcel Number: P1 ® ® - SizeAcres v, Is' L_ Owner- Name/ Address/ Phone No. :) el 0J-gh . 0�z Site Location - _ h P'r, fill ell Zoning T `Yi'1 l O Genera Plan ! Contact: Name Phone �R Z ENVIRONMENTAL HEALTH DEC 0 3 2003 CHICO, CALIFORNIA H� o� P Butte County Environmental Health D Si nature /� 5— enr\� p6— 4 Assessor's Parcel Number: P1 ® ® - SizeAcres v, Is' L_ Owner- Name/ Address/ Phone No. :) el 0J-gh . 0�z Site Location - _ h P'r, fill ell Zoning T `Yi'1 l O Genera Plan ! Contact: Name Phone �R Z ENVIRONMENTAL HEALTH DEC 0 3 2003 CHICO, CALIFORNIA