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073-360-017
i e - — 73-18-109 2 ` Theodore C. Pruess �' � O♦%3 ���� �O' AC11 E/S New York Flat Rd., app �L0"00' S. of Oroville-Forbestown Rd., F rbestown R i Permit #-776-76P E(util.,mH) 1 GAS /UOs?JL�r-tee 7l SUPPORT STRUCTURE REQ. COMPACTION TESTREQ: �I 73-18-109' .'ONTR: ParadiseM ddlar _Conc.ept7,.•-P a..ell � Permit #2151-76MHI Issued —7 b '��-I& q + 73-18-109 + contr: North Valley Awning, Yuba City 1 ' Permit #5405-76B(2w c�ov �d de ks/ MH) h I r • 1 J f r 4 M1 t r M��M �� � IIIIIIiIlllitlltlllllltlllllilllil RECORDING REQUESTED BY 16 Bidwell Title & Escrow Company AND WHEN RECORDED MAIL TO Jamie W. Buschman and Sarah A. Manu Buschman AJdree P. O. Box 173 cu>, suu Z11,Forbestown, CA 95941 order .N.. 00233377-003 `'c00S-0041'331 Recorded I REC FEE MIN Official Records I TAX 388.55 Cotte f I MIM J. SRIIBBS I County Clerk-Recorderl I I q1 09:80AI1 194ov-2808 I Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER'S USE Parcel No. 073-360-017 GRANT DEED THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY Thc Undersigned Grantors) Declare(s)- Documentary Transfer Tax is �6i❑ City/Town of 0 computed on full value of interest or property conveyed, or [2l'Unincorporated Arca ❑ full value less value of liens or encumbrances remaining at the time of sale 0 Monument Fee of S 10.00 FOR A VALUABLE CONSIDERATION, receipt ofwhich is hereby acknowledged, William A. Lane and Lu Ann Lane, Husband and Wife hereby GRANT(s) to Jamie W. Buschman and Sarah A. Buschman, Husband and Wife as Joint Tenants the following real property in the ❑ City of 0 Unincorporated Area County of Butte, State of California: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF 4�. 41iam A. Lane Document Date: November 7. 2008 STATE OF CALIFORNIA } ss: COUNTYOF MAW -On f �� 8 beforemc,✓ Notary Public, personally appeared "'William A I -ane and Lu Ann Lane*" who proved to me on the basis of satisfactory evidence to be the persorq whose nam s subscribed to the within instrument and acknowledged 'K that xecuted the same in ' eir uthonzed cap ty(a and that byeir signatu ®Ron the instrument the persoM or the entity upon behalf of w ich the perso5p9cted, executed the instrument. 1 ccrtity under PENALTY Or PERJURY under the laws of the State of Cali 1'urnia that the fnregojng paragraph is true and correct. WI'I'NI-SS my hand age official seal. Signature ta"YOLANDA R. CABRAL Commission 11808294 Notary Pubile - California Orange County M Comm. Ex INS Jul 12, 2012 MAIL TAX STATEMENTS TO: Same as Above __ BTEC/GF STATE OF CALIF DRNIA 81WHUS, TRANSPORTATION AND HOUSING AGENCY N DEPARTMENT OF HOUSING AND COMMUNfTy DEVELOPMENT 8783250- DIVISION OF CODES AND STANDARDS MANUF MREO HOUSNG PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN s „ CNEGI( IF THIS IS A DUPUCATE MCO.EWM OR1G1W4)ACo NO. /iAANU ACTIIREO 15nnr .= NUMBER OF E pICj _w - My"A (INiT MANWACWK0 HOWMG) TWV0I TA81LKSL'V0' SS U n SyI�C1�G, �Fa`Nllt.Y:fiWELa , ` `- ��-,t;'A e+•. -n; :a. . OCCUPANCY GROUP MAN LWACYURER KMC - 3 fitWFACTURER UCOGE NUMBED R ew Manttfagg n West, Inc. 1 A WFAC "A ADDRESS; 1074913 suc>GEST'Eo RETAtI PwcE: W. Elm , iston • OR Statc $ 371,792,00 M KWACTMM TRADE NAME: MODEL HAA E ARDlOR WUMBETC DAM OF µgNUFACTURF Marietta —OF lalcecrest-95995 6/2612009 ;MeOEaLER OR TRAtISfERE1; (0Y0E0.tV TRAKSfERREO TO). EAUfO}[PAA NiDiABER OA DATE OF fiRANSFQ 'rrtf n Homes - 6 ; Troll: 6/26/2009 )EAUA OR TRAM SFEREE AooftESS: sty D Fe9ther River Blvd: --. '"""• - • u . OroV'W�e CA 9 , WWORY CM=k NAME; state 21st Mortgage WWORY CMITOR ADORESS: - Market St. 2nd Floor Knoxville s2620 . TN 37902 `CT:0'Af `°,u'`.«,nayt�(UMB1iym MAtItJF'11 R` CDJAS1GiJ1A.0R-HLhb1 A&'N'UA8Efi ": %1f waratr•:; 1 HER0270050RA ORE 511645 576° 160" 29,56$ 2 HER02700SORS ORE 519646 576" 160" 29,568 c W1 Western Transport TAANSPOAT[R AMR=-. DES?TN aVR FOR VW DpSCIM ABOVE; � 1 Integrity Homes, 1830 Feather River Blvd. Orville CA 95965 1 MaeII 1,101COy corder P&Wtty or Perjury und¢r the taws of the swe of Catdotma that the abd* facts are t" and correct. ft.&d812612009 Hermiston Umatilla OR 97838 matt) / 40t» (eoLr" tserte> � SX4UTURS OF AUTRO M AGatT: f ~ t 't 1 I OISTR10UTr0►n m 4lft (trJNq F0MRD T0111E aiVFN►0RY c9MM b ttt4B5'tM2 (S Nig n" FORN OD TO THF FURCtwm WEAM OR TWSURMcon I (WNRE) FWNARD TO TICCOAAT�A69AT PA80711874, SAMVAENT0, CA W12• lUg. Wrnmi rWE (,7 GAYS OC tom, I COPY 2 (t'PLLOM - OELIYER TO THE TRANSPORTER TO ACCOWAW THE LOST TO ITS CESTMAT10K COPY ) (GOLCDUM) TO 8E WARIFD UY TPM WJWACTUROL KO 483.0 -Side 1 • (T/97) CDAlroam YVA AT .27 RAZ 19AA2/TT.//A STATE OF C r rFORNiA BUSINFSS TRANSWRT _ _ `C _ - A—M Rrl—s7eneaaer C.nvanor DEPARTMENT OF HOUSING AND COMMUNTrY'DEVELOPMENT D114(SION OF CODES AND STANDARDS 1800 Third Sheet, Room, 160. P.O. Box 1407 < . Saaammto,CA 95812-1407 Fram TDD Phones 1(800) 735-2929 (916) 445-9471 FAX (916) 327-4712 www.hcd_mgov September 1, 2008 NOTICE OF EMERGENCY ACTION SUBJECT: MANUFACTURED HOME, MOBILEHOME; MULTIFAMILY MANUFACTURED HOME AND COMMERCIAL MODULAR IGNITION RESISTANT CONSTRUCTION SYSTEM REGULATIONS The Department of Housing and Community Development's (HCD) proposed emergency regulations that affect the exterior design, construction, installation and alteration of any new or used manufactured home, multifamily manufactured home or commercial modular or used rnobilehome designated for installation in Wildland Urban Interface Fire Areas in California has , been approved by the Office of Administrative Law (OAL) and is effective beginning September 1. 2008 The emergency regulations are adopted into California Code of Regulations, Title 25, Chapter 3, Stibcha ter 2, and adopt by reference portions of the California Code of Regulations, Title 24, California Building Code, Part 2, .Chapter 7A. The emergency regulations. have been filed with the Secretary of State, matting the emergency regulations effective for one Hundred and eighty (180) days. Within this 180 -day effedive period of September 1, 2008 through February 27, 2009, HCD is .proceeding with a regular rulemaking , action, including a public comment period. The emergency regulations will remain in effect during this rulemaking action. You may review the new regulatory.; language on HCD's.website at the following address: http://www.hdd.ca.gov/codes/mhp/ .under the heading Wildland Urban Interface (WUI) Ememency Regulations. . t If you have any questions regarding this proposed emergency action please contact. Richard Weinert at (916) 445-3338, r r_ CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL 'W' , URBAN INTERFACE (WUI) PRO -DUCTS Published by CAL -FIRE FIRE ENGINEERING DIVISION BUILDING MATERIALS LISTING PROGRAM Revised 07/20/09 http://osfm.fire.ca.gov/strucfireengineer/pdf/bmI/wuiproducts.pdf S Starting January 2008, the new 2007 California Building Code (CBC) becomes effective. For products to be used in the Wildland Urban Interface (WUI), there are some regulations that required building products to comply with specific standards. In an effort to provide the home owners, industries, designers, local fire and building officials a readily list of "compliance WUI products", the State Fire Marshal is publishing this "WUI Products Handbook". All products published in this handbook have been reviewed and verified their compliance in accordance with the new 2007 CBC by SFM staff. All products published in this book are "approved" by the SFM. They are not "Listed" unless a SFM Listing number is attached. It should be noted that products are not in this handbook may still comply with the standards since it is not a requirement for any products to be in this handbook. This handbook will be categorized into 5 main sections: 1. Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) 2. Exterior Windows (SFM Standard 12-7A-2) 3. Under Eave (SFM Standard 12-7A-3) 4. Decking (SFM Standard 12-7A-4) 5. Ignition Resistant Material (ASTM E84 for 30 Min. with Accelerated Weathering Test) The handbook may contain other products that are not listed above. The SFM reserves the right to remove any products in this handbook for cause The local Authority Having jurisdiction (AHj) has the right to approved or dis- approved products for used within their respective jurisdiction. Our approvals are based upon technical data submitted by applicants. The CSFM Fire Engineering staff reviews test results and/or other data, but does not make an independent verification of any claims. All products shall be constructed in accordance with all applicable codes and ordinances. Refer to the appropriate AHj for details. Building Standards and Materials for Building Code Chapter 7A, 2007 California Building Code The California Building Commission adopted the Wildland-Urban Interface (WUI) codes in late 2005. The majority of the new requirements take effect in 2008. These new codes include provisions for ignition resistant construction standards in the wildland urban interface. The updated fire hazard severity zones will be used by building officials to determine appropriate construction materials for new buildings in the wildland urban interface. The updated zones will also be used by property owners to comply with natural hazards disclosure requirements at time of property sale. It is likely that the fire hazard severity zones will be used by local government as they update the safety element of general plans. The new building standard for the Fire Hazard Severity Zones will be enforced by the Building Official as projects go through the plan checking process. To best assist them in determining if a product meets the code requirements, the State Fire Marshal's Building Materials Listing program (BML) Program is accepting applications for materials for listing or for the review of meeting the standards. These materials will be posted on the SFM BML website at: http://osfm.fire ca gov/strucfireengineer/odf/bmI/wuiproducts.pdf and the Wildland Urban Interface Building Codes page of the Wildland Hazards and Building Codes at: http://www fire ca gov/fire prevention/fire prevention wildland codes php The SFM listing service provides building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of information. Since the materials under Wildland Urban Interface Building Codes (except roof wood shakes and shingles) are not required by law to be listed by the SFM, the listings for these products are strictly voluntary. Materials not listed by the SFM may still qualify for use provided they met all the requirements under Chapter 7A. If not listed on the SFM site, all documentation and testing certificates showing compliance must be submitted to the building official having jurisdiction for final approval. For products approval information, please contact: Ben Ho, Chief Fire Engineering Division 1131 S Street, Sacramento, CA 95811 (916)445-8312 ben. ho(a)-fire.ca.gov Information regarding the listing application, regulations and publications etc. can be downloaded at: http://osfm.fire.ca.gov/strucfireengineer/strucfireengineer bml.php http://osfm. fire. ca.gov/strucfireengineer/pdf/bmlAistingAApplication. pdf http://osfm.fire.ca.gov/strucfireen i�/pdf/bml/t-19.pdf http://osfm. fire. ca.gov/strucfireengineer/pdf/bml/categorybm. pdf http://osfm.fire. ca. govlstrucfireen igneer1pdfAablapprovedtestinglabs.pdf For questions relative to Wildland Hazards and Wildland Urban Interface regulations and Chapter 7A, and how to comply with the code, please contact: Ethan Foote, Assistant Chief Wildfire Protection Building Construction Program Fire Engineering Division 1131 S Street, Sacramento, CA 958111 (707) 576-2996 (707)-480-8610 (cell) ethan.foote(D-fire.ca.gov Information regarding all Wildland Urban Interface issues can be downloaded at: http.*11www.fire.ca.govAfire_prevention/fire�-Prevention wildland.php All SFM WUI standards can be downloaded at the following links: Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing http.//www.fire.ca.gov/fire prevention/downloads/Part 12 CA-SFM 12-7A-1 Test Standards.pdf Testing Standards CA SFM 12.7A-1, Exterior Windows http.//www.fire.ca.gov/fire prevention/downloads/Part 12 CA SFM 12-7A-2 Test Standards.pdf Testing Standards CA SFM 12.7A-1, Under Eaves http.//www.hre.ca.gov/fire prevention/downloads/Part 12 CA SFM 12-7A-3 Test Standards.pdf Testing Standards CA SFM 12.7A-1, Decking http.//wwwFre.ca.gov/Fre prevention/downloads/Part 12 CA SFM 12-7A-4 Test Standards.pdf 4 2007 California Building Code CHAPTER 7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE (SFM] SECTION 701A SCOPE, PURPOSE AND APPLICATION 701A.1 Scope. This chapter applies to building materials, systems and or assemblies used in the exterior design and construction of new buildings located within a Wildland-Urban Interface Fire Area as defined in Section 702A. 701A.2 Purpose. The purpose of this Chapteris to establish minimum standards for the protection of life and property by increasing the ability of a building located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area to resist the intrusion of flame or burning embers projected by a vegetation fire and contributes to a systematic reduction in conflagration losses. 701A.3. Application. New buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area designated by the enforcing agency for which an application for a building permit is submitted on or after December 1, 2005, shall comply with the following Sections: 1. 704A.1— Roofing 2. 704A.2 — Attic Ventilation 701A.3.1 Alternates for materials, design, tests, and methods of construction. The enforcing agency is permitted to modify the provisions of this chapter for site-specific conditions in accordance with Appendix Chapter 1, Section 104.10. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted in accordance with the California Fire Code, Chapter 47. 701A.3.2 New Buildings Located in Any Fire Hazard Severity Zone. New buildings located in any Fire Hazard Severity Zone shall comply with one of the following: 1. State Responsibility Areas. New buildings located in any Fire Hazard Severity Zone within State Responsibility Areas, for which an application for a building permit is submitted on or after January 1, 2008, shall comply with all sections of this chapter. 2. Local Agency Very -High Fire Hazard Severity Zone. New buildings located in any Local Agency Very -High Fire Hazard Severity Zone for which an application for a building permit is submitted on or after July 1, 2008, shall comply with all sections of this chapter. 3. Wildland-Urban Interface Fire Area designated by the enforcing agency. New buildings located in any Wildland-Urban Interface Fire Area designated by the enforcing agency for which an application for a building permit is submitted on or after January 1, 2008, shall comply with all sections of this chapter. 701A.3.2.1 Inspection and certification. Building permit applications and final completion approvals for buildings within the scope and application of this chapter shall comply with the following: 701A.3.2.2 The local building official shall, prior to construction, provide the owner orapplicant a certification that the building as proposed to be built complies with all applicable state and local building standards, including those for materials and construction methods for wildfire exposure as described in this Chapter. 701A.3.2.3 The local building official shall, upon completion of construction, provide the owner orapplicant with a copy of the final inspection report that demonstrates the building was constructed in compliance with all applicable state and local building standards, including those for materials and construction methods for wildfire exposure as described in this Chapter. 701A.3.2.4 Prior to building permit final approval the property shall be in compliance with the vegetation dearance requirements prescribed in California Public Resources Code 4291 and California GovemmentCode Section 51182 SECTION 702A - DEFINITIONS For the purposes of this chapter, certain terms are defined below. CDF DIRECTOR means the Director of the California Department of Forestry and Fire Protection FIRE PROTECTION PLAN is a document prepared for a speck projector development proposed for a Wildland-Urban Interface Fire Area. It describes ways to minimize and mitigate potential for loss from wildfire exposure. The Fire Protection Plan shall be in accordance with this chapter and the California Fire Code, Chapter 47. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted. Only locally adopted ordinances that have been filed with the California Building Standards Commission or the Department of Housing and Community Development in accordance with Section 10 1. 8 shall apply. FIRE HAZARD SEVERITY ZONES are geographical areas designated pursuant to Califomia Public Resources Codes Sections 4201 through 4204 and classified as Very High, High, or Moderate in State Responsibility Areas or as Local Agency Very High Fire Hazard Severity Zones designated pursuant to California Govemment Code Sections 51175 through 51189. See Califomia Fire Code Article 86. The Califomia Code of Regulations, Title 14, Section 1280 entitles the maps of these geographical areas as "Maps of the Fire Hazard Severity Zones in the State Responsibility Area of California." IGNITION -RESISTANT MATERIAL is any product which, when tested in accordance wdh ASTM E84 fora period of30minutes, shall have a flame spread ofnot over 25 and show no evidence of progressive combustion. In addition, the flame front shall not progress mon: than 10% feet (3200 mm) beyond the centerline of the burner at any time during the test. Materials shall pass the accelerated weathering test and be identified as Exterior type, in accordance with ASTM D2898 and ASTM D3201. All materials shall bear identification showing the fire performance rating thereof. That identification shall be issued by ICC-ES/ICBO ES or a testing facility recognized by the State Fire Marshal having a service for inspection of materials at the factory. Fire -Retardant -Treated Wood or noncombustible materials as defined in section 202 shall satisfy the intent of this section. The enforcing agency may use otherdefinitions of ignition -resistant material that reflect wildfire exposure to building materials and/or their materials performance in resisting ignition. LOCAL AGENCY VERY HIGH FIRE HAZARD SEVERITY ZONE means an area designated by a local agency upon the recommendation of the CDF Director pursuant to Government Code Sections 51177(c), 51178 and 5118 that is not a state responsibility area and where a local agency, city, county, city and county, or district is responsible for fire protection. STATE RESPONSIBILITY AREA means lands that are classified by the Board of Forestry pursuant to Public Resources Code Section 4125 where the financial responsibility of preventing and suppressing forest fires is primarily the responsibility of the state. WILDFIRE is any uncontrolled fire spreading through vegetative fuels that threatens to destroy life, property, orresources as defined in Public Resources Code Sections 4103 and 4104. WILDFIRE EXPOSURE is one ora combination of radiant heat, convective heat, direct flame contact and burning embers being projected by vegetation fire to a structure and its immediate environment. WILDLAND-URBAN INTERFACE FIRE AREA is a geographical area identified by the state as a "Fire Hazard Severity Zone" in accordance with the Public Resources Code Sections 4201 through 4204 and Government Code Sections 51175 through 51189, or other areas designated by the enforcing agency to be at a significant risk from wildfires. See Section 706A for the applicable referenced Sections of the Government Code and the Public Resources Code. SECTION 703A — STANDARDS OF QUALITY 703A.1 General. Material, systems, and methods of construction used shall be in accordance with this Chapter. 703A.2 Qualification by Testing. Material and material assemblies tested in accordance with the requirements of section 703A shall be accepted for use when the results and conditions of those tests are met. Testing shall be performed by a testing agency approved by the State Fin: Marshal or identified by an ICC-ES1ICBO-ES report 703A.3 Standards of Quality. The State Fire Marshal standards listed below and as referenced in this Chapter are located in the Califomia Referenced Standards Code, Part 12 and Chapter 35 of this code. SFM 12-7A-1, Exterior Wall Siding and Sheathing SFM 12-7A-2, Exterior Window SFM 12-7A-3, Under Eave SFM 12-7A-4, Decking SECTION - 704A - MATERIALS, SYSTEMS AND METHODS OF CONSTRUCTION SECTION 704A.1- ROOFS 704A.1 ROOFING 704A.1.1 General. Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. 704A.1.2 Roof Coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire -stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof Valleys. When provided, valley flashings shall be not less than 0.019- inch (0.48 mm) (No. 26 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.5 Roof Gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation. 704A.2.1 General. When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, non-combustible wire mesh with Y4 inch (6 mm) openings or its equivalent. 704A.2.2 Eave or Cornice Vents. Vents shall not be installed in eaves and cornices Exception: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition - resistant materials or noncombustible construction on the exposed underside. 704A.3 - EXTERIOR WALLS 704A.3.1 General. Exterior walls shall be approved non-combustible or ignition resistant material, heavy timber, or log wall construction or shall provide protection from the intrusion of flames and embers in accordance with standard SFM 12-7A-1. 704A.3.1.1 Exterior wall coverings. Exterior wall coverings shall extend from the top of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure. 704A.3.2 Exterior Wall Openings. Exterior wall openings shall be in accordance with this section. 704A.3.2.1 Exterior Wall Vents. Unless otherwise prohibited by other provisions of this code, vent openings in exterior walls shall resist the intrusion of flame and embers into the structure or vents shall be screened with a corrosion -resistant non- combustible wire mesh with % inch (6 mm) openings or its equivalent. 704A.3.2.2 Exterior Glazing and window walls. Exterior windows, window walls, glazed doors, and glazed openings within exterior doors shall be insulating -glass units with a minimum of one tempered pane, or glass block units, or have a fire resistance rating of not less than 20 minutes, when tested according to ASTM E 2010, or conform to the performance requirements of SFM 12-7A-2. 704A.3.2.3 Exterior door assemblies. Exterior door assemblies shall conform to the performance requirements of standard SFM 12-7A-1 orshall be of approved noncombustible construction, orsolid core wood having stiles and rails not less than 13/8 inches thick with interior field panel thickness no less than 1 114" thick or shall have a fire resistance rating of not less than 20 minutes when tested according to ASTM E 2074. Exception: Noncombustible or exterior fire retardant treated wood vehicle access doors are not required to comply with this chapter. 704A.4 DECKING, FLOORS AND UNDERFLOOR PROTECTION 704A.4.1 Decking. 704A.4.1.1 Decking Surfaces. Decking, surfaces, stair treads, risers, and landings of decks, porches, & balconies where any portion of such surface is within 10 feet (3048 mm) of the primary structure shall comply with one of the following methods: 1. Shall be constructed of Ignition Resistant Materials and pass the performance requirements of SFM 12-7A-4, Parts A and B. 2. Shall be constructed with heavy timber, exterior fire retardant treated wood or approved non-combustible materials. 3. Shall pass the performance requirements of SFM 12-7A-4, Part A, 12-7A-4.7.5.1 only with a net peak heat release rate of 25kW/sq-ft fora 40 minute observation period and: a. Decking surface material shall pass the accelerated weathering test and be identified as Exterior type, in accordance with ASTM D2898 and ASTM D3201 and, b. The extenorwall oovering to which it the deck is attached and within 10 (3048 mm) feet of the deck shall be constructed of approved noncombustible or ignition resistant material. Exception: Walls are not required to comply with this sub -section if the decking surface material conforms to ASTM E-84 Class B flame spread. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this Chapter. 704A.4.2 Underfloor and Appendages Protection 704A4.2.1 Underside ofAppendages and Floor Projections. The underside of cantile vered and overhanging appendages and floor projections shall maintain the ignition -resistant integrity of exterior walls, or the projection shall be enclosed to the grade. 704A.4.2. Unenclosed Underfloor Protection. Buildings shall have all underfloor areas enclosed to the grade with extedorwalls in accordance with section 704A.3. Exception: The complete enclosure of under floor areas may be omitted where the underside of all exposed floors, exposed structural columns, beams and supporting walls are protected as required with exterior ignition -resistant material construction or be heavy timber. 705A. ANCILLARY BUILDINGS AND STRUCTURES 705A.1 Ancillary Buildings and Structures. When required by the enforcing agency ancillary buildings and structures and detached accessory structures shall comply with the provisions of this Chapter. Wildland Urban Interface (WUI) Approved Products Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street, Tacoma, WA 98466 Product Description: "APA 303®" plywood siding with shiplap edges, nominal 19/32" thick and grooves spaced 4" on center, manufactured with veneers of all Southern Pine or Douglas Fir face, back and center with Hemlock or Douglas fir cross piles, 4'x8' panel. *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street, Tacoma, WA 98466 Product Description: "APA 303®" plywood siding with reverse -board and batten, nominal 19/32" thick and shiplap edges, grooves spaced 12" on center, manufactured with face, back and center of Douglas Fir veneers and cross ply veneers of Hemlock or Douglas, 4'x8' panel. *Company Name: BARRIER TECHNOLOGY CORP. 5104 1h Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to %" CDX plywood, 3/8", 15/32", %", 5/8" or 3/" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 5104 1h Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", Y2", 5/8" or thickness, panel size 4'x8'. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard® "V -Rustic" siding Pattern Number 793, 794 and 795, preservative treated pine, minimum 3/4x6 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum 9 thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard® "RAB Smooth Face R/S" back siding Nos. 371 and 372, preservative treated pine, minimum 1x6 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard® 2 lap siding Nos. 430, preservative treated pine, minimum 1 x6 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard® 3 lap siding Nos. 432 and 433, preservative treated pine, minimum 1 x8 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS . 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard® cove siding Nos. 771 and 772, preservative treated pine, minimum 1 x8 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley FTX Pressure Treated 1 -Course Cedar Shingle Panel, 7-1/8" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. 10 *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley "California Stack" 1 -Course Cedar Shingle Siding Panel, 4-1/4" or greater exposure, Western Red Cedar vertical -grain heartwood shingle applied over fiberglass matte to a square cut plywood backer, installed over oriented strand board (OSB) with a 7/16" minimum thickness. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards""' lap siding, fiber -cement, type " Smooth, Cedar, Smooth Bead, Textured Bead, Select Cedar, Dutch Lap", 5/16" thick, 5 A" to 12" width, 12' length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Cedar Impression®" Double 7 Sable Brown/Natural Clay, molded Polypropylene siding, 14" width by 48" length, installed over %z" OSB with nominal %z" type X Gypsum wall board for sheathing. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Cedarboard T"" D6 Clapboard (Natural Clay) PVC vinyl siding, 1-1 /4" thick, 14" width by 150" length, installed over %z" OSB with nominal %z" type X Gypsum wall board for sheathing. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Monogram 46 T"" Double 4 Clapboard (Natural Clay) PVC vinyl siding, 8" width by 150" length, installed over %z" type X Gypsum wall board for sheathing. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 11 Product Description: "WeatherboardsTM11 shapes siding, fiber -cement, type "Perfection Shingle, Random Square Staggered Edge, Half Rounds, Octagons, 5/16" thick, 16" width, 48" length. *Company Name: CERTAINTEED CORPORATION :803 Belden Road, Jackson, MI 49203 Product Description: "WeatherboardsT"'" vertical siding, fiber -cement, type "Stucco, Cedar 8"Groove, Cedar (no groove), Smooth, Octagons, 5/16" thick, 4"' width, 8, 9 or 10' length. *Company Name: COLLINS PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood® 7/16" Sturdy Panel vertical shiplap siding, installed over 5/8" Type X gypsum wallboard. *Company Name: COLLINS PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood® -7/16" Sturdy Panel, % Channel Groove, Square Edge, Beaded Porch Panel, and Saw-tex panel vertical siding in 4'x8' panels, installed over 5/8" Type X gypsum wallboard. *Company Name: COLLINS PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood® 7/16" lap siding in Old Mill texture and Cedar Shake texture in 6", 8" and 9-1/2" widths, installed over 5/8" Type X gypsum wallboard. *Company Name: COLLINS PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood® 1/2" lap siding, Cottage Lap, Channel Rustic, Four Eight Cottage, Self -aligning, Sure lock, Sure Lock Cottage 6", Cedar Shake and Designer Shake Lap in Old Mill and Cedar shake texture, %" thick and 6", 8", 12" and 16" widths, installed over 5/8" Type X gypsum wallboard. *Company Name: COLLINS PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood® 112" 3/ channel groove, square edge, ship lap, 12 and 808 in Old Mill texture and Adobe texture, %" thick, 4'x8' panels, installed over 5/8" Type X gypsum wallboard. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Artisan®" lap siding, fiber -cement, 5/8" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cemplank®" lap siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cempanel®" vertical siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardieShingleTM11 panel, fiber -cement, 1/4" thick. "HardieShingleTM11 lap siding, fiber -cement, 1/4" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardiePlankT"'" lap siding, fiber -cement, 5/16" thick. "HardiePanelTM11 vertical siding, fiber -cement, 5/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSide® Precision Series" exterior lap siding, oriented strand back -bone, 3/8" thick, applied over 1/2 standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSide® Precision Series" exterior panel siding, oriented strand back -bone, 7/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSide® Fountation Series" exterior lap siding, wet 13 process fiber back -bone, 1/2" thick, applied over 5/8" type X standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC "414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSide® Fountation Series" exterior panel siding, wet process fiber back -bone, 7/16" thick. *Company Name: MEXALIT INDUSTRIAL, S.A. de C.V. .849 East Sanhill Avenue, Carson, CA 90746 Product Description: "MaxiPanel" flat fiber cement panel, %", 5/16" or 7/17" thick x 48" width x 8", 9" or 10" length. *Company Name: MEXALIT INDUSTRIAL, S.A. de C.V. 849 East Sanhill Avenue, Carson, CA 90746 Product Description: "Maxi Plank" flat fiber cement panel, 5/16" thick x 6", 6-1/4", 7-112", 8-1/4", 9-1/2", or 12" width x 12" length. *Company Name: MEXALIT INDUSTRIAL, S.A. de C.V. 849 East Sanhill Avenue, Carson, CA 90746 Product Description: "Multishake" flat fiber cement panel; %" thick x 16" width x 4" length. *Company Name: NICHIHA USA, INC. 6659 Peachtree Industrial Blvd., Suite AA, Norcross, GA 30092 Product Description: EX Series "Field Stone" Brick and Stone panels siding, smooth and textured surfaces, 5/8" thick fiber cement, installed over 7/16" oriented strand board (OSB). *Company Name: NICHIHA USA, INC. 6659 Peachtree Industrial Blvd., Suite AA, Norcross, GA 30092 Product Description: Sierra Premium Shake panels siding, smooth and textured surfaces, 1/2" thick x 9" wide fiber cement, installed over 7/16" oriented strand board (OSB). *Company Name: PANEL CRAFTERS INC. 8251 14`h Street, White City, OR 97503 Product Description: "Texture T 1 -1 1 ", grooving detail with 3/8" wide. %" deep vertical grooves spaced 4" on center, 19/32" thick, 4" groove 14 spacing, %" groove depth, 3/8" groove width, ship lap edge, manufactured with Douglas Fir plywood panel with Western Red Cedar surface veneer, 4'x8' panel. *Company Name: PANEL CRAFTERS INC. 8251 14th Street, White City, OR 97503 Product Description: "Texture T 1 -1 1 ", grooving detail with 3/8" wide. %" deep vertical grooves spaced 4" on center, 19/32" thick, 4" groove spacing, Y4" groove depth, 3/8" groove width, ship lap edge, manufactured with "Craftsman Panel" Douglas Fir plywood panel with Okoume surface veneer, 4'x8' panel. *Company Name: PANEL CRAFTERS INC. 8251 14th Street, White City, OR 97503 Product Description: "Reverse Board and Batten", 12" grooving detail with 1-1 /2" wide. %" deep vertical grooves spaced 12" on center, installed over 7/16" oriented strand board (OSB), 19/32" thick, 12" groove spacing, %" groove depth, 1-1 /2" groove width, ship lap edge, manufactured with Douglas Fir plywood panel with Western Red Cedar surface veneer, 4'x8' panel. *Company Name: PANEL CRAFTERS INC. 8251 14th Street, White City, OR 97503 Product Description: "Reverse Board and Batten", 12" grooving detail with 1-1 /2" wide. %" deep vertical grooves spaced 12" on center, installed over 7/16" oriented strand board (OSB),' 19/32" thick, 12" groove spacing, %" groove depth, 1-1 /2" groove width, ship lap edge, manufactured with "Craftsman Panel" Douglas Fir plywood panel with Okoume surface veneer, 4'x8' panel *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Breckenridge" Siding, 19/32" thick, plain square edge, APA certified siding, installed over 5/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Douglas Fir" siding, 19/32" thick, 12" groove spacing, 1.5" 15 groove width, 3/8" groove depth, shiplap, APA certified siding, installed over 15/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "DuraTempT" siding, 15/32" thick, 4 ply, 8" groove spacing, 3/8" groove width, lap edge, APA certified siding, installed over 15/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "DuraTempT" siding, primed ship lap siding, 19/32" thick, 4'x8', 5 ply -4 plys Douglas fir veneer with hardboard face ply, 8" groove spacing, nominal 3/8" groove width, nominal 0.30" panel thickness at groove and lap edge (1/4" groove depth), APA certified siding indicating conformity with PRP - 108 and ICC -ES ESR -4856 evaluation report, installed over %2" plywood or 7/16" OSB sheathing. *Company Name: WHISPER CREEK LOG HOMES 997 West 950 North, Suite 100, Centerville, UT 84014 Product Description: "Whisper Creek Log" siding, nominal %2 round "slices" cut from softwood log, mechanically fastened to 7/16" oriented strand board sheathing and supported on nominal 2" x 6" lumber framing. The log sections measured approximately 9' wide, 3" to 4" at the radius, with a nominal 1 " gap between sections. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum %2' thick application of UL listed Sashco Sealant, Inc. chinking material. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONE® 8025 w 1212 preservative treated radiate solid pine wood siding, 1 "x6", 1 "x8", and 1 "x10" v -rustic shiplap siding pattern, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For "Horizontal" installation only. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 16 Product Description: WindsorONE+® protected siding, end -and edge -glued preservative treated radiate pine, nominal 1 "x 6", 1 " x 8" or 1" x 10" "V -Rustic" shiplap, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness with Exposure 1 rating. For "Horizontal" installation only. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONE+® protected siding, end -and edge -glued preservative treated radiate pine, nominal 1 "x 6" or 1 " x 10" "Cove" shiplap, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness with Exposure 1 rating. For "Horizontal" installation only. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONE+® protected siding, end -and edge -glued preservative treated radiate pine, nominal 1 "x 6" or 1 " x 8" "Rabbetted bevel", with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness with Exposure 1 rating. For "Horizontal" installation only. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONE+® protected, end -and edge -glued preservative treated radiate pine, nominal 1 "x 6", 1" x 8" or 1" x 10" lap siding, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness with Exposure 1 rating. For "Horizontal" installation only. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotati, CA 94931 Product Description: WindsorONE+® protected siding, end -and edge -glued preservative treated radiate pine, nominal 1 "x 8" or 1" x 10" "Channel Bevel" shiplap, with no through holes or loose knots, installed over oriented strand board (OSB) with a 17 7/16" minimum thickness with Exposure 1 rating. For "Horizontal" installation only. *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 Product Description: Shakertown® Craftsman TM 1 -Course Cedar Shingle Panel, 4-1/2", 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: Various Manufacturers Product Description: Solid -sawn "Wood" siding with no through holes or loose knots, installed over structural plywood or oriented strand board (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PS1 or Voluntary Product Standard PS2, with the following interlocking designs when installed in accordance with industrial technical guide. Refer to manufacturer's installations for details. 1. Tongued & Grooved. Shiplap, Channel Shiplap, V Shiplap Log Cabin: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. 2. Rabbeted Bevel: When applied in a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. 3. Board and Batten: When applied in a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1-1/4" thick battens, with boards installed with a gap not more than %", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more 18 than 24" on center, and boards and battens made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. 4. Tongued & Grooved, Shiplap, Channel Shiplap, V Shiplap: When applied in a vertical orientation with minimum nominal 6" wide and nominal 1" thick boards made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 100 (Class C) when tested in accordance with ASTM E84. 4a. Tongued & Grooved. Shiplap, Channel Shiplap, V Shiplap (Edge Vee One Side): When applied in a vertical orientation with minimum nominal 4" wide and nominal 1 " thick boards made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. An additional face nail is to be applied on the surface, approximately 1 " from the grooved or shiplap edge. 5. Board on Board: When applied in a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and 3/" thick x 3-1/2" wide plywood inserts between boards, with boards and plywood inserts installed with a gap not more than 1/8" between them and fastened to the wood frame with not less than 3" long fasteners at a schedule not more than 24" on center, and boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested in accordance with ASTM E84. All nominal board sizes shall comply with the applicable provisions of American Softwood Lumber Standard DOC PS 20 Edge and end glued siding is permitted to be used interchangeably with solid sawn members. 19 The recommended installation practice for solid wood siding in wall construction regarding butt and overlapping joints is: butt joints between pieces should be staggered a minimum of 12" and all butt joints should be flush with no gap. Nail joints into the studs or blocking members. One nail at each crossing with the wood frame support member shall be used for nominal 6" siding and 2 nails for nominal 8" or wider siding. Exterior Windows (SFM Standard 12-7A-2) None Under Eave (SFM Standard 12-7A-3) *Company Name: BARRIER TECHNOLOGY CORP. 510 4`h Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to %z" CDX plywood, 3/8", 15/32", %z", 5/8" or 3/" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 5104 th 'Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", %z", 5/8" or thickness, panel size 4'x8'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "CemSoffit®" un -vented, fiber -cement soffit, 3/16" thick and %" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardieSoffit®" un -vented, fiber -cement soffit, 3/16" thick and %" thick. *Company Name: MEXALIT INDUSTRIAL, S.A. de C.V. 849 East Sanhill Avenue, Carson, CA 90746 Product Description: "MaxiSoffit" flat fiber cement panel, %" or 5/16" thick x 24" 20 or 48" width x 8", 9" or 10" length. Decking (SFM Standard 12-7A-4) *Company Name: AZEK BUILDING PRODUCTS 801 East Corey Street, Scranton, PA 18505 Product Description: "AZEK Deck" composite deck board, all colors, 1" thick x 5.5" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: AZEK BUILDING PRODUCTS 801 East Corey Street, Scranton, PA 18505 Product Description: "AZEK Deck" composite deck board, all colors, 1 " thick x 3.5" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: AZEK BUILDING PRODUCTS 801 East Corey Street, Scranton, PA 18505 Product Description: "AZEK Porch" tongue and groove composite deck board, all colors, 1 " thick x 3 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: GAF -ELK CORPORATION 9806 Lackman Road, Lenexa, KS 66219 Product Description: "CrossTimbers Professional Grade FR" composite deck board, 1" thick x 5.5" width (nominal 1" x 6"). Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGrain" composite deck board, 15/16" thick x 5.5" width Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 21 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGrain" composite deck board, 1- 7/16" thick x 5.5" width Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Fiberon" composite deck board, 1 " thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Portico" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Veranda" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "WeatherBestT"'" composite deck board, 1 " thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "SensibuiltTM11 cellular PVC composite deck board, squared edge, 1 " thick x 5 112" width, 1.73 lbs/lineal foot. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class A *Company Name: INTEPLAST WORLD-PAK 22 9 Peach Hill Rd, Livingston, NJ 07039 Product Description: "TUF DECK""' extruded PVC composite square edge deck board, 15/16" thick x 5-7/16" width, 1.65 Ib/lineal foot Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class A *Company Name: TIMBERTECH 894 Prairie Avenue, Wilmington, OH 45177 Product Description: "DockSiderT' Plank" wood plastic composite (WPC) deck board, square edge, 1-1/4" thick x 5-1/2" wide, 3-1/2 Ib/lineal foot. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: TIMBERTECH 894 Prairie Avenue, Wilmington, OH 45177 Product Description: "EarthwoodT" Plank" wood plastic composite (WPC) deck board, square edge and grooved, 1 " thick x 5-7/16" wide, .2.7 to 2.8 Ib/lineal foot. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: TIMBERTECH 894 Prairie Avenue, Wilmington, OH 45177 Product Description: "TwinFinishT" Plank" wood plastic composite (WPC) deck board, square edge and grooved, 1" thick x 5-7/16" wide, 2.7 to 2.8 Ib/lineal foot. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: TIMBERTECH 894 Prairie Avenue, Wilmington, OH 45177 Product Description: "TimberTech XLMT"'" plastic composite deck board, square edge and grooved, 1 " thick x 5-1/2" wide, nominal 1.6 Ib/lineal foot. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class A *Company Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester, VA 22601 23 Product Description: "Trex Accents: Fire Defense" wood and polyethylene composite deck board, nominal 5/4" thick x 5-1/2" width, nominal density of 0.036 Ib/in3. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: Various Manufacturers Product Description: Solid "Wood" decking: "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", and "Alaska Yellow Cedar". Sizes: Minimum nominal 2" thickness (American Softwood Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and Commercial decking or better grades for both Redwood and Cedars. Special instructions: solid wood decking shall be installed over 2"x6"solid "Doug Fir" or better joists spacing 24" or less on center. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B Ignition -Resistant Materials (ASTM E84 for 30 Min. with Accelerated Weathering Test) *Company Name: BARRIER TECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to %2" CDX plywood, 3/8", 15/32", Y2", 5/8" or %" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 5104 1h Street North, Watkins, MN 55389 Product Description: Blazeguard® sheathing with Pyrotite bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", %2", 5/8" or %" thickness, panel size 4'x8'. *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated lumber. 24 Products are Douglas Fir, Southern Yellow Pine, Western Red Cedar, White Spruce and Western Hemlock pressure impregnated with "FRX" and "Thermex-FR " fire retardant chemical. *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated plywood. The plywood is Structural I grade, exterior plywood complying with PS1. Products are pressure impregnated with "FRX" and "Thermex-FR " fire retardant chemical. *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers (Douglas Fir, Southern Yellow Pine, Western Red Cedar, Redwood). (CSFM Listing No. 2520-1701:100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated plywood (Douglas Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Gang -Lam Southern Yellow Pine, Micro -Lam Southern Yellow Pine, Spruce Master Plank). (CSFM Listing No. 2580- 1701:101) *Company Name: TIMBERSIL PRODUCTS 5415 Backlick Road, Suite C, Springfield, VA 22151 Product Description: "TimberSlL® Glass Wood" lumber. Product is Southern Yellow Pine lumber covered with layers of non-toxic, non - crystallized glass barriers. Wood Shakes and Shingles Roofing Materials (UBC 15-2) *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: "FTX" and "CedarPlus" pressured treated, No. 1 Grade Western Red Cedar Shakes and Shingles. (CSFM Listing No. 4150-1450:100) 25 § 1337. Support Inspection. At the time of inspection, the installation of the. MH -unit on its support system shall be complete and the area under the MH -unit shall be accessible for inspection. (a) Skirting shall not be 'installed until all underfloor installations have been approved by the .enforcement agency. - (b) Masonry walls shall not be installed until all underfloor installations have been approved by the enforcement agency, unless the installation of the masonry wall is required to provide perimeter support to the MH -unit. NOTE: Authority cited: Section 183ox, Health and Safety Code. Reference: Section 18613, Health and Safety Code. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530).538-7601 Telephone (530) 538-7785 Facsimile www.buttecou nty. net/dds www.buttegeneralplan.net ADMINISTRATION *'BUILDING " PLANNING Skirting for Manufactured/Mobile Homes in a State Responsibility Area , Notes: 1. These are acceptable options where there is no perimeter masonry foundation. 2. Siding must be supported a minimum of.6" above finish grade, except when concrete slab (option 3) is used. 3. Siding•must be a product approved by the California State Fire Marshall and installed according to the manufacturer's listing. Approved .products maybe viewed at: http://www.osfrn.fire.ca.gov/strucfireengineer/pdf/bmlfwuiproducts.pdf . OPTION 1' OPTION 2 ..: .......... _ . MANUFACTURED HOME MANUFACTURED HOME t'I pi Ids .IJ�1�L ole 2x�' (� p t2 p,�bWoot� NG�i,�t WI�� r -11t.1 sdJ R -Y �LoGi� . Affr' gels x-, x2 *= 3f Gtta�C��. rL�►.JaS►J • sT,o�� � d� oG t✓t� Grade Away From Manufactured Home to a Distance of 5 Feet Minimum (Typical all -Options) OPTION 3 An-T'_o•'s-n SI PI poi . '� �t�TN-1 G� Go1J�s�'flr 5% MANUFACTURED HOME . ti t' G+�f`1•�L orz �' ;cam pT; b� •�o�. RE17l.lOv� Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: 13 "Sc A.P.# O 73 - 36o - o/ 7 Home Manufacturer._ MA?Ge�- Mr Manufacture Year: Model Number / Name: 9S 59 -S /�c�2M/S Tori/ Width: a6" (ft.) Length: FOOTINGS: Wood - pressure treated or foundation gradep<Other:( j SUPPORTS: Concrete block'( Other:[ 1 -BUTTE coej , Provide manufacturers installation manual, support blocking require �iti�k�� 4,djs-tattej + approved or engineered foundation or tie down system specifications.�/ ��5+ON ,Ap Pier Footing Sizes and Locations SING WIDE MULTI -WIDE e Line 1 Lin 2 Section 1 Line 2 L' e 1 Line 3 Section 2 Line 2 Linetcid'enly) Line 2 Line 1 Piers: A1" 7 ie`¢vtf4cD' 5 P% 6E /S of Minimum size piers: [ ] X [ ] Spacing maximum: A., From ends maximum: Line 2 Piers: Minimum size piers: [ v ] X [ 3o, Spacing maximum: 6 O it From ends maximum: oZ ' of Line 3 Roof Loads: Minimum size piers: Location (from front): RA7rD e X35 JRA 7 -CO Pt(e Sq. ZN- piers: front): lSnow Load: — psf Snow Load requirements may be obtained at hftp:/ANww.upstate-ca.com/butte/butte-county/ Insert AP #, view snow load in lower right comer. Line 1 Openings: Minimum size pier. [ 1A ] X ( 2 y ] Required at each side of openings over y ' O j wide. X36 a41x3o Avx3o ;Wx36 a x36 �PyX2y ayx36 /9' u ! %n 311.40 0000 .418 SO y8 E?o 6000 S''1y0 3 760 66q 706 706 86y S'06 5 806 MW:t5IONS SHOWN ARE ACTUAL FLOOR BOX SI DOES 1EICLUO IDIN-0 ANQ AM 'SET UP VRFANCE UTIUTY U,EASUREMWT FROM PIS OWNER o0OR 3 ! $D I/4 (DOTE 2) p9 r/z BUT �� �� d' HA1r;',!C BUILDING DIVI cls' APPROVE[ 1�9 AA 1T .I 89 J/Z TYFC REV. RNTRY 02" DEEP n f10lE: PDDR SfFk ►1fE loran? PddY!' 1B/PAHQG - X, DOOR u�t�AM ULU W 1/4 1 ea n►u�r,�rsa DOOR �+—�---- -- 40'-0- ---si 14" FRAME 1 -SEAM ACTUAL FI.AICCE DEPTH or 9.860". mmmy mmBir Had{ - CMH Man`ufacturin West, Inca o io�io alhrtn M eer+f4t►+n y /esnikeA/e cede: I•) Agler La !Ra[411d[fen lnallvdr[ton Memiel lnt JyjarIe l.tQ. MIA Chmi ftry ftau vo ft At unlloeffik at D aollle 1D�e� edaRs and Rffquftimen 9 mum 1111 ff 1. a ,Kenn Ie-� !n ndeeunte mAnuM iaa. �T[eel lEsen _D_eoka[ D_e[all Pvr 1-2.10 of lnatalleuen manuat �... ami d w/OelPan P�rfi..aL� Rnunda!!en ��++e 1—iia/(1fj � ti� � - Q lam PIFR aw :V SIOIV /SOIN FNRNE 9 !D' !'-BIRk (� fS-4fi � 45 -li 3t'- 39'-8 �Y-6fS ° 6P -S 4 31- SIOIV na now Attu _ROOF ZONE €t 6RdRlNC POINTS UTILITY LOCATIONS op� LOCATIONR S}�f DESCRIPTION DISTANCE FRDgf END DISTANCE FROM SIDE 1201 I CA MUT@ 40'•-0" 0 2'-0" 2 DRAlA' OU�'LET C 13'--4` Gaon 071-6" Js000 3 CATER INLET @ 36'-11'' @ 0'— i 0" 8%40 9 EL6CPRICAL MUT @- ¢I' --g;+ � 0 25'— 1 114 , ? @1 i' -10'x" 600D $ ELE'CTR[CAL X -OVER @ 1 �-4" @ /3'-4" 6000', 6 DRAIN X- OVER @ 21-40021'-11 _16600 " 0 34'—V 114" 5440 1 WAT6R X—OYL�A @ 26'-4" l 1740 ®i3'-4" Btu r � HE.dT OUT X—OYER @ T-5" & �4'-7d 620— � 13'-4" ►u i I r- GUUNTY 9 DRYER DUCT , 5440 6700 � 8'- UILDING DIVISI01\ 18780 CMH_ Manufacturin Wes Inc.. ' dso c - v r� rpt - - Marlette _ROOF ZONE €t 6RdRlNC POINTS (STA RD) op� LOCATIONR � ROOF 2 uaP 1F PdUNAS YU??4Ugid ar tt 1201 nJ-J @ f5 -4 112' ' ? �000� Gaon Juzao Js000 leseo .6000 8%40 (USO -4" Marlette _ROOF ZONE €t 6RdRlNC POINTS (STA RD) op� LOCATIONR � ROOF 2 uaP 1F PdUNAS YU??4Ugid ar tt 1201 nJ-J @ f5 -4 112' ' ? �000� Gaon Juzao Js000 leseo .6000 8%40 (USO t 4980 6P-9 0 25'— 1 114 , ? 1880 600D 8240 J0481J 14980 6000', 7400 10200 (19000 _16600 DP -3/6 0 34'—V 114" 5440 1 6700 8220 l 1740 16764 Btu r --C-39-r--8 58 , 9760,` � 4699 620— 7960 aa3zo 9P-8 @ 4r-6 1 2 , 5440 6700 9220 f 174 18780 ,im Foundation System Installation Instructions for California for Ground & Concrete Systems California Building Code (CDC) 2007 Wind 85 mph® Exposure Dl Seismic Design Category D By Tie Down Engineering June 24, 2009 .\`aaec piipPiOp v�®cveo• BUTTE COUNTY BUILDING DIVISION A Mrtir,e%% rr-•r. X12 C®ncr®to Syst®m a 19n9inecr Approval State Approval UMMAUTUR110 HBM91MiiDU ROMA FOUNDATION §V8T6M MALTH AND 1APBTY CODE, ®ACTION 16931 APPROVED ®11�l1'P Tib l96RR1iUT1®1�i9 i1t WROVAt MH NOT AUTH6111ZB OR APPRO" ANY W19110141 OR DEVIATION PROM REQUIRRMRNT9 OF APPb1OA U STATE LAWN AND MULAT1ON1 stat® of ftfi enl® 1 oputmem of Howng and Community umtopmadi 91O i OP CODES AND 1TANDARDI �—OATH 1 AZaj — i P1aaApp�vaiRapir� -------------- a 0 e Aflaijtaj 6A 30336 (1 f TIE"" O C % oc co C% Fr. 4 ti i U-] follit'St Amommm MEMNON util.,MH 1776,76P,E., %PERMIT NO. r PERMIT EXPIRES OWNER Theodore C. Pruess i iCONTR. ower K jLOCATION (A.P. 73-18-109 ) E/S New York F1at.Rd., app.2000' S. of Oroville- Forbestown Rd,, Rrbestown y f t 1 1 a� i .4 4I ' d B Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E._l�'%G Temp. Gas Serv. Calle G&E OB ?. G FINALED � ' �✓ � 7C- r 2( (Date) (Signature t S -/8 74 �NtGG'l/U H"/r�rv! c/G/S Noy iiYlt/ w�L H C/ C4r� Zoa 4T COUNTY OF BUTTE - DEPARTMENT bF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont' d) Setback --I' al ;7C Forms Main Bldg. Footings Stemwa I I Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel Bond Beam Mesh Scratch Brown Finish Interior Latl Door Closer DATE Firewall Parapets Restroom Finish Windows Sidin Roof Sheathing Roofing Fdn. Vents Gara a Vents Prov. for physically handicapped Conformance of ex. structure Final FIREPLACE Footing Throat Final FIRE SPRINKLERS Test Final MECHANICAL Heating Cooling Ducts Ventilation Final REMARKS OR CORRECTIONS 4 PLUMBING Soil Piping 1st Floor 2nd Floor 3rd Floor Topout Water Piping �S Sewer —4— Fixtures Water Htr. Heaters Appliances Gas Piping & Test Temo. Gas Final Grd. Fault Pr Service Temp. Pole Undergroun Permanent Final (NOTE: An entry must be made on this form each time you visit the job site.) ELECTRICAL ;Y iE.:n.;GiJa4•s - F1a.�,�,� { .t COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS V 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number --2,/ +/ 7G for the following location: 11/5' A/--• . V1, Owner `rh_a,�, �i�r�Y C� . /�� ilcrS`i Owner's Address ^ ^^���� �`✓r' �� /-3"x Mobilehome Mfg. fr<o� ftN Model Year 76 Insignia No. _-1-4 'S Serial No. A l 4 Z 8 It is hereby certified for occupancy at the above described location and may be occupied. ° Director of Public Works Date S� �' r 7�� By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57' CORRECTION NOTICE BUILKING OR PROPERTY'ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector G —lam.-� " Date 112 C Ilk COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive----Oeaville, California 95965776 — 6Telephone:^534-4511 / APPLICATION AND PERMIT, 2 r. BUILDING Owner C -_0 G C pp.L)E' SQ. FT. OCC. BUILDING VALUATION Mailing Address W0001 -EAE R_ ? --r e0K `731'77)0 2. � w $� 41 ne " 411 Fireplace Contractor P4 eR,- Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee �1 I- Building Address QI�f-n v - RAI- PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 RD APPPOK _Z0001 Each Trap 1.50 © V (7- i �D J1 Repair drainage or vent piping 1.50 Water piping IDI, I P-V3��Q4N -1 4 Each gas water heater or vent 1.50 A. P. No. j �' �� s10q �t'Z- ZO r'9 Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 s `' maz a to Fire Dept. Fire Zone Use Permit Building sewer lam 10 t o EQA Parking Plans 'Parcel Declaration Parcel MaIS1 p 60' R/W Im provements Lawn sprinkler system 2.00 10wPlans Recd Parcel Approval PIoF•S Approval. Permit Fee $ s $ 'T --j oC NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 j,00 main 100 AMP OR LESS 5.00 Main service 600V ORLESS S'O� Z O Main service EA. ADD'L 100 AMP OD 2.50OVER Single Family ❑ Duplex ❑ Mobil Home Others ❑ 600V Main service 100 AMP OR LESS 25.00 Main service EA. ADD•L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGSCCUP. &) 2¢sgft - NON.RESID R. ( BRANCH CIRCUITS) '2.50ea ' NEW CONSTR- POWER APPARATUS & NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of `the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BAL@1 Ex. OCCU FIXED APPLNS. OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00�f�Q License No. Classification Misc. Wiring 6.25 0 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 'Z5,5-0 $ 'Z � WORKMEN'S COMPENSATION INSURANC194 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ® I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE p --y y - - .— UVV IIIA above-mentioned property for inspection purposes. X P (7 •/ 1�2 5 Date 9 Signature of Permitee or Gnt Receipt No. Y 4Y7Z3 White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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.. DIRECTOR OF/P093LIC WORKS BY B ding permitt expires Date r— COUNTY OF BUTTE Or RgRIMENT OF PUBLIC WORKS 2 - '► 7 County Center Drive _- ' Urovillg, California 95965 Telephone 4 534-4541 APPLICATION AND PERMIT dUl11UtILe representatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. (� 9ceipi�� � ate Sig a of P tee or A n -7 . t ye White-D.P.W. — Yell w- s sc — ,.INnspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions o1 the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF LIC WORKS By Date,5'�- q- 76 ding permit expires Date BUILDING Owner e SQ. FT. OCC. BUILDING VALUATION Mai Mai I ing Address Telephone No. Fireplace Contractor'` r9 s Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 _ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 G / D� A. P. No. a Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W Im provements Lawn sprinkler system 2.00 Bldg. s Recd Parcel oval Plan pproval Permit Fee NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER fo ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 _ — 71 6-" Main service 600 ORAMP LE 100ORSLESS 5•d0 _ Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 1100 AMP OR LESS 25.00 Main service// EA. ADD•L 100 AMP 1,00 NEW CONS. OR ADONST t ACCLBLDGWELING OCCUP. &) 20sgft NEW CONSTR. MULTI.OUTLET NON-RESID, BRANCH CIRCUITS)2.50ea NEW CONSTR. (POWER APPARATUS & NON.RESI D. SINGLE OUTLET CIR, CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: ,��,,/ -/ pnew -�7C E' �C�%�/ [�1% Ex. Occup(OUTLETS OR FIXTURES) @�C BAL@1 Ex. Occu FIXED APPLNS, OR2.00 (RESID.� EA) Temporary sery ceETS 10.00 e dc�Lo 6:Y4 a Mobile Home Facilities 15.00 License No. Classification _% Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Work en's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee 1 certify that I have read this application and state that the aboveS%� information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby � TOTAL PERMIT FEE O 0( dUl11UtILe representatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. (� 9ceipi�� � ate Sig a of P tee or A n -7 . t ye White-D.P.W. — Yell w- s sc — ,.INnspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions o1 the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF LIC WORKS By Date,5'�- q- 76 ding permit expires Date -• ..+ _ A6 BUTTE COUNTY DEPART^IENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET { 1. Owner's name s en oen e Q(/ P C C 2. Installer's name: i /��4-C��1 J C-' D �i. /ice'_ d2:20 P,0h, 3: Is the site currently under permit? Yes No r ' # (If yes, iurnsh permit number ) OR W` Is the site an•existing site? Yes / /. No r '' .(If yes; furnish two (2) plot plans.) , 4. Will ,the pobilehome.be located at least 5 it. away from septic tank and 1�ach fields and ' clear of 'all setbacks and easements? .Yes No (If no, clarify 5. What is the mobilehome electrical rating? -•----�---•--------------- � r Amps 6. What is the mobilehome site service ratirag? ---------•---- d Amps 7. What is the mobilehome site c.i.cuit breaker rating? ------------- ,:. s�7 Amps,, 8. Is:there any other,electric load to be scrti7ei.'by the mobilehome site service? -------------------------------- 7 -----------7------- Yes (If yes, identify the load wid size: (Load) (Amps) 9. What�,,is 'the mobilehome site gas pipe size? ---'=- - 10. What is the type of gas service? ---------, Naturca LPG ' / / 11. What "is the gas pipe length frog met:er or tank to the mobilehome? (ft., ' 12. What is the mobilehome gas r7emand? -------------------------------- (BTU) (This information not requirse, if pipe length less, than 6 ft. on•.natural,,g;s •. or less than 50 ft, on LPG.) /Ci::. t ! 1 _ 1 x, .• .`.: . .. tifJY h. S.erY •.'h �...". ,e�. i,/,vAl': L�i .IDYL--t�..� 1u.6. 1., -1. Ju'.� • ^�- MOBILEHOME SUPPORT .DATA�_a �� Mobilehome • Mfr. � tomPo. Setup Model No. f S Year Width(ft.) Length (ft.) Expando Size -- ft.x eft: (Draw support details below). On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets .(if not .on .file xaith the County of Butte). Sin le —�`; Footings -(check.one) P / 1. Wood either • pressure treated or Center Center Support - fdn.•grade.:• Support Locations Footing Sizes .(in.) pj 777 -' Concrete pad. Other, : specify In (in. in. j ,Supports (check one; Concrete block Concrete piers / / 3. Steel piers . - _ '.• 4. Other, specify .. -fir • - - Typical Support 3 Cts- � 2n•)Footing Size .. (ff-. in. (in.)(in.) ... .. Lo// . iff.1 ... Max. Pier Spacing''%: AM. ,�. n. Overhang -� I v *If center piers are other than drawn above, draw in locations, spacing, and d.im__nsions. BUILDING DFPARr � ►v1r _ - App 0 V ED !a:'FRar6�--.:{El,.:a•.. ._ .. S ,._ .... -. .�. .. _... .-. t + .w..ti5�1'..M i_- .i .1 _.i .. i: ..•A.d'.r.}. moi._ �:sn'n.:,ti/ r• av ci r/ .Tit,'1ir,s t M//� The M4. Setback shall be 5 ft, from , the side pr �perfy line and 50 ft, fro the centerline of fhe road, permitting ; -�- --- • a maximum of a 2 ft, save overhan A permit will be required for the ' installation of the mobilehome.�, NOTE:—All Mn+e-;cls & Workmanship Shall Be 'in j Accordance with R6r-)- *R ed Gond Prncfices an-'i of a aualif,, r�e;c����-° •for. •fhe SPecif;ed use in fhe f i Uniform Building, Pl:mn! ing ,& Machanical Codes and + i the National Electrical Code.. r Phis sot of plans musl• bF m Rept on the i0b at c1i1 times and it is unlaws I tc . liic;any C:i� i�.i ° or z;taraiio C.1 ,,, ti wr :: permisson Ticm, file Doparjr'5,.t t Works, County of 81it+P - ` Sep t'C system and location off_ to be as per 1 Butte. County Health Debt. R®_ ; vuirements. BUTTE COUNTY f, BUILDING .DEPIRTMENa AP PROVEn� All utility conrtictions shall be Icca;ccl \.yith r" "tfI. azrtside the rear third scct'ioyj of the mobile home 1 'i on the left (road) side of the mobile home. r MOBILEHOME INSTALLATION INSPECTION CHECK LIST l: Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yes k --N' o 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No �3,� e footings and supports properly sized, spaced, and braced as per approved plans? (Note ll// possible variation at sprin hac les. (Sec. 5082 & 5083) Yes No 4. Is the mobilehome level? (Sec. 5088) Yes_ No .5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No P /k/ 6. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes 1/go B: Test -.Does water piping withstand working pressure or.50 lbs. air test? Yeses -No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No A 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yeses No B. Does it have minimum 4' per foot slope and is it properly supported? Yes `No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes No y D. If coa is not State of .California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas ,supply with an a proved 3/4" minimum bilehome connector not more than 6 ft. long? ,Note: _All ing is to be at least as la a as the mobilehome gas line inlet without reductio other than the mobilehome conne or. Yes No B. Test OK as er following procedure? Yes o 1. Open all ppliance connector valves 2.. Shut off app 'ance burner a pilot valves. 3. Air test with mann r to 10"-14 water column, or test -with slope gauge (minimum 6oz.-maximum 8 librated in tenth pound increments. Test for 10 min. without drop. 4. Conn gas meter to mobile e with connector, turn bn-gas, test connections with s . y water. C. Are all appliance vents properly installe ? Yes No d 7.7 - 7e. y .r 9, ectrical Is service large enough to provide adequate amperage. to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes No Q Is there proper clearances around panels? Yes A ----No h/ Is power supply cord or feeder assembly properly fused? Yes No— b �D..` Is continuity test satisfactory as per the following procedure? des o 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and '.apply the other "Lead to each riiobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder. assembly conductors. shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA rr M4 Manufacturer and/or Namestyle 1A ca c / S Length ,S—� Width 1 66zg • Vehicle Serial No. -R G 2-8 State Identification No. 2-4' S8L Additional,Informati-on or Comments: o v N. r /C ---C' e-Y,n P14s i� /7� U rc�Cc�t {wa 1/ f lhs�p� oay' wQr/ � r,... of c¢c� QYh7 Jai PERMIT NO. 5405-76B PERMIT EXPIRES o OWNERM leodore Pruess CONTR. North Valley Awning, Yuba City_ LOCATION (A.P. 73-18-109 E/S New York Falt Rd.,app. 2000'S.of Oro -Forbes - town Rd., Forbestown 0 Temp. Power Poli Called PG&E Temp. Elec-Aerv. Cal,ll�e''d PG&E Tem�Gas Serv. _ Called Of -RF JOB FINALED Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground i Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS 'VIOL (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT•OF-PUBLIC WORKS., . BUILDING INSPECTION 4 ECORD BUILDING BUILDING.,(Cont'd) PLUMBING Setback ffFirewall- Soil PipingForms 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping8 Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground i Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS 'VIOL (NOTE: An entry must be made on this form each time you visit the job site.) 'f COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — f*oville, California 95965 Telepbone: 534-4541 �110 `J X76 APPLICATION AND PERMIT au t or)ze representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 2 pate ` --2 %— 7L Signaturje_of Permitee or nt Receipt No. f Z-�;z 4r�-11Z. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By ,���— Date �0� �(tlding permit expires Date BUILDING OwnervF S SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace ,� Contractor O2'� / — 04 a Total Valuation Mailing Address 6 Permit Fee Q Plan Checking Fee &/or Penalty (J Tel, gne f� Q Permit Fee $ r Building Address F .S ec., cl PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 0900x` —,A " Died f,C// C9 ` Each Trap 1,50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 *`7 / A. P. No. / — — ! Q Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W. C. S on Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans P Declaration Parcel Maarcel 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval Plans pproval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 1000 AMP V OR ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ OVER Main service 1100 AMP oR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 _ z°iC �IQt C'oV��pA �cC1c f�Y NEW CONST. DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. ) 20sq ft NEW CONSTR. MULTI-OUTLET BRANCH CIRCUITS) 2.50ea ^ yNON-RESID. X1 / Caves'2 " ro Occl, NEW NON -RESID R (SINGLE OUTLETTUS & / CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name stye o „, �2ZC24pll��iy/X/ Ex. Occup(OUTLETS OR FIXTURES)50 @25Q 100 FIXED APPLNS. OR Ex. Occup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 �_��� License No. l!' Classification — Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. jA I have placed on file with the County of Butte a certificate of r— Workmen's Compensation Insurance. / I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances andState Laws relating to building construction, and hereby h ' TOTAL. PERMIT FEE $ �� au t or)ze representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 2 pate ` --2 %— 7L Signaturje_of Permitee or nt Receipt No. f Z-�;z 4r�-11Z. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By ,���— Date �0� �(tlding permit expires Date BUTTE COUNTY, DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD MUST BE ON JOB SITE 24 Hour Inspection Line, IVR) : (530) 538-4365 Office: (530) 538-7601 Fax: (530) 538-2140 Website: www.buttecbunty.net/dds. Permit No: B09-1213 Issued: 09/25/2009 Address: 19038 NEW YORK FLAT RD, FORBESTOWN APN: 073-360-017 Owner: BUSCHMAN, JAMIE Zls Permit Type: SFD-MOBILE HOME PFS b?s Description: NEW MH EX SITE PERM FNDN (1280) AREA 4 2 Flood Zone: None Jt' SRA Area: Yes SETBACKS for Zonina. AG. SRA PW Front: ... Centerline of Road: Rear: 15. SRA: Side: 5 ": r AG: Other: Total Setback "from Centerline of Road: 155 ALL PLAN REVISIONS MUST BE APPROVED BY THE .COUNTY ftFORE PROCEEDING Inspection Type NR INSP DATE Set acks 131 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground ' 216 Forms/Steel/Holdowns 112 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test House or Yard 404 Gas Piping House or Yard 403 Masonry Grout, 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Do Not Install Floor Sheathing or Slab Until Above Signed Straps/Holdowns 154 Shearwall/B.W.P.-Interior 134 Shearwall/B.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208. 4 -Way Rough Framing 128 Gas Piping House or Yard 403 Shower Pan/Tub Test 408 Fire Sprinkler Test or Final 702 Do Not Insulate Until Above Signed Permit Final 802 _ Electrical Final 803 Mechanical Final 809 Plumbing Final .813 Pool P1 Gas Te" Pre- i Pool E Pool F Ins ection Type IVR . INSP - . DATE T -Bar Ceiling / RC t145' Stucco Lath _142 StuCCO OFFICE CO Bldg Permit IIQ pqL: /2 Address:Ne�.l N, ,I'r( /�r /'�2A�f'rna..% , •GAS By: Date: Electric By: Date: 1, 507 Setbac Pool P1 Gas Te" Pre- i Pool E Pool F Pre -Plaster Manufactured Homes Setbacks 131 !i . Blocking/Underpining ', 612 Tiedown/Soft Set System 611 t Permanent Foundation System 6.13 Site Utilities/Trench Insp. 137 Gas Test Yard _ 404 Manometer Test "A` 605 fJ" Continuity Test 602 Skirting/Steps/Landings 610 C,q&ch Inf Manufactures Name: ke "J Date of Manufacture: G Model Name/Number:, Serial Numbers: f' Length x Widt Insi ia: Public Works Fina 538-7681 Fire Departmeiit/CDF 538-6226 Env. Health Final 538-7281 Sewer District Final "PROJECT FINAL Z *Project Final is a Certificate of Occupancy for esidenti Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF IS!>UANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS P•!3IOR TO EXPIRATION ` N ' o Inspecior Copy I � n BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT 24 HOUR INSPECTION (IVR)#: (530) 538-4365 OFFICE #: (530) 538-7601 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROM CT,INFURMATION��- Site Address: 19038 NEW YORK FLAT RD Owner: Permit NO: ' B09-1213 APN: 073-360-017 BUSCHMAN, JAMIE Issued Date: 09/25/2009 By: KEJ Permit type: RESIDENTIAL P O BOX 173 Subtype: SFD-MOBILE HOME PFS FORBESTOWN, CA 95941 Expiration Date: 09/25/2010 Description: NEW MH EX SITE PERM FNDN (12 (530) 675-9215 Occupancy: R-3 Zoning: U Contractor Applicant: Square Footage: R T ANGEL INC R T ANGEL INC Building Garage RemdUAddn $68 W ONSTOTT #J 868 W ONSTOTT #J 1,280 YUBA CITY, CA 95991 YUBA CITY, CA 95991 Other Porch/Patio Total (530)821-5850 (530)821-5850 ORMATION� `3 :W,: DB CA BLDG STANDARDS SB 1473 $5.00 DBMSC Mobile Home Plan Check 0 $253.60 DB SMIP RESIDENTIAL $12.39 DBMSC Tech Invst Fee MISC Perm $6.34' DBEH Building Review Fee $105.00 DP Planning Clearance for Perm $81.50 DBFIRE Fire Inspection (SRA) $114.00 DBFIRE SRA Fire Plan Review (S $114.00 DBMSC Fire Safe Standards Revi $127.00 DBMSC Gen'l Plan Maint Fee Mis $28.53 Total Charged: $1,227.76 Fees Paid: $1,227.76 DBMSC Mobile Home Permit Fee. $380.40 Balance Due: $0.00 Receipt No: B01195 LICENSED d0,NTRACT0R'S DECLARATION`DOWNEWb BUILDER' DECLARATION% � ' Contractor (Name) State Contractors License No. / Class / Expires I'hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for R T ANGEL INC 457364 / C47 B / 06/30/2010 the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the 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 applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions is in full force and effect. of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the X 09/25/2009 alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or m es as their sole compensation, Y employees Y with wages will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or Contractors Signature Date ,. --WORKERS'N,�COMPENSATION;DECLARATION sg&- M- I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: improves the property, provided that the improvements are not intended or offered for sale.. If, ElI have and will maintain a certificate of consent to self4nsure for workers' however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No.1, as owner of the property, am exclusively contracting with licensed Contractors to I have and will maintain workers' compensation insurance, as required by Section 3700 ❑� construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who of the Labor Code, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Carrier. Policy Number: Exp. Date: Law.). I am exempt from licensure under the Contractors' State License Law for the following ElI certify that, in the performance of the work for which this permit is issued, I shall not employ employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' X 09/25/2009 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Owners Signature Date _ PtRMITtAP..PLIICANT,-DECLARATION . X 09/25/2009 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owners behalf**. AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct. SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized 6 . -' LENDING rAGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). X Lenders Name and Address 09/25/2009 Name of Permittee [SIGN] Print Date INSPECTOR COPY Lenders Name & Address City State Zip boa- 1�'3 OUSCIIIVAN 9 f -417T /-i,-/> - FOR34.S IO^ WV, CA . 9S'? --Il APN_ 073 -364-0/7 SCALE: i II- yo' DRAwo C3,y - R. itcH.(i/UAivS S -/o -o9 I N�'w �GRK Fl -AT Ro,� EI+�STin� �lRc hfY,�AN M I P� yo eA1cR0ActiyeAl;r r a6'i _ �' rr'i4oPt�sE.D MANVFAC7uRW HoMb ,NFPA 58 'LPG TANK LOCATION MINIMUM DISTANCE FROM PROPERTY LINES OR STRUCTURES FOR -1 0 GALLONS OR LESS, LPG TANK SHALL BE PO FEET PROVIDE MINIMUM DISTANCE FROM FOOTING OF STRUCTURE OF 5 FT FROM ALL PORTIONS OF PRIVATE SEWAGE DEPOSAL SYSTEM INCUDING SEPTIC I,TANK, LEACH AREA AND PITS � Sc ATic S YS?EN p � V l/ Se //ci SYSe % f 1 /07/./3' !? urS C.H1%11.�.nJ 1 BUILDING �DO To f3AG/C PERMIT# 0- /213 PRiOr�EIlTY 4/A/C I ; - -- -- - _ -- — - ---- PARCEL# R--0 23 - IG-- C/ 9 I-0�`1 j f-1ERr 4 / APPROVED PLANS AND BUT ' E COUNTY PERMIT SHALL BE ON SITE BUILDING DIVISION / I FOR ALL INSPECTIONS t AP ROV� r COMPLY WITH 2007 CBC 7A, CDFi CAL fL�D ' THE 2007 CBC, CMC, CPC, -IRE APPROVED MATERIAL CEC, AND 2005 CALIFORNIA v I REQUIREMENTS SEE HANDOUT FOR /.CURRENT INFORMATION ON APPROVED ENERGY STANDARDS AS MATERIALS FROM CAL FIRE / CALIFORNIA I AMENDED BY THE JURISDICTION oo�G ' DIVISION OF FORESTRY APPLY TO THIS PROJECT. �SD -- -- -- � ! ' BUILDING INSPECTOR TO VERIFY ' I IGNITION RESISTANT CONSTRUCTION SYSTEM /+. I INFORMATION CERTIFICATE Is AFFIXED TO MANUFACTURED HOME " iST/NG C K Re _ l ; CALIFORNIA CODE OF REGULATIONS TITS ! REQUIREMENTS AS AMENDED / BY THE JURISDICTION APPLY JTO THIS PROJECT I ALL COVERED DECKS AND - fit.:piAR&A. OPEN DECKS EXCEEDING 36 SQUARE FEET IN AREA WILL 1 REQUIRE A BUILDING PERMIT 1 / / wArc2 ,�JZA/N^� I ! REFER TO CALIFORNIA :L] j L.L SECTION 1397- SKIRTIwIL��G/"{� �OWht��S IIBE INSTALLED UNTIL AW " IWBPECTIONS HAVE BE CRcC� I ! I MANUFACTURED HOME l r / 396.lqtt LANDINGS AT DOORS / SHALL COMPLY WITH ! 2007 CBC SECTIONS I OOB.1 .5, 1009.4 & SEE STRUCTURE I ' ISETBACK ATTACHMENT' I IF09 SLOPED BUILDING J SEE ATTACHED SITES CALIFORNIA H C D - 1 NOTICE OF 'NO CONSTRUCTION IN EASEMENTS - ; 1 (EMERGENCY ACTION I I ALL PORTIONS OF STRUCTURE TO BE OUT'OF EASEMENT -INCLUDING 1 J FOOTINGS,! FOUNDATIONS, WALLS, ! EAVES AND ROOF ZED I� NOTE: __---- --- PROPERTY OWNER IS RESPONSIBLE FOR I DETERMINING LOCATIONS OF PROPERTY LINES AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIALo— -- ''-- 9 N OTE SITE CONDITIONS r ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: • EXCESSIVE SLOPES • EXPANSIVE SOILS • EXCESSIVE CUTS OR FILLS • ALTERATIONS TO NATURAL DRAINAGE • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS___ _-,- I PULL RARC51- W ll,FI LE COPY SCALL: /I- aoo' Im �� _ 0�9 .- lL Ndd' XdOO