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HomeMy WebLinkAbout027-140-033027-140.033 MONAGO, RONAL'i! 3So2— FLETCHF.R RD, CONT: REDLINE INSTAL, a MH ON PEM FID a 027-140-033 05-2030 ' MONAGO, RON12 � 3522 FLETCHER RD, OROVILLE Cont OWNER DECK- WOOD 20X12 L gip, fit � 1. _. d� - •^ y t, rt � - t �'� is � •>j, ! t • s r J f .-; al �'e. \ if `� 1.: i �t.� r�.r^a'f• i �+`" .. '..- t C'9' 3 / r ;'�I �SEyjjt rk�! t'.. �' � t -[ it •+t {5 °RtyY �? S '� .} i � qi .r }+� ��lx Aet 6 a •=tiny! ••,''y,f l_ ;'t, ;JI yj 1i' £;oli+''N;u,`� #..'{�f i 7 -#{i %TATE OF CAMFOR - NSPORTATION AND HQ11STNG AGENCY Amold SChYVa2CnEQaer governor DEPARTMENT OF HOUSING AND ComwuNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1800 Third Sbu 1, Room, 260, P.O. Box 1407 7 Saaunenw, CA 95812-1407 From TDD Phones 1(800) 735-2929 (916) 445-9471 FAX (916) 3274712 wwwhcd.ca.gov . 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 mobilehome 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, Subchapter 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, making the emergency regulations effective for one hundred and eighty (180) days. Within this 180 -day effective 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.hcd.ca.gov/codes/mhp/ under the heading Wildland Urban Interface (WUI) Emergency Regulations. If you have any questions regarding this proposed emergency action please contact Richard Weinert at (916) 445-3338, I CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL WI L® LAN ® URBAN INTERFACE (WU 1) PRODUCTS Published by CAL -FIRE FIRE ENGINEERING DIVISION Revised 08/15/08 ittp�//osfm flre_Sa aov/strucflreenoI eer/udf/b_ m1/Wt1iprod cts' fF Starting January 2008, the new 2007 California Building Code (CBC) becomes effective. For products to be wired building products to cotmply with serface lthere pecific are some regulations that req standards. In an effort tobuilding officils provide eadily holisa owners, iuWUleproductts designers, the Stahel Fire re nd Marshal Is publishing this "WUI Products Handbook". heir lmpl complianceInacicished inordance with he new 2007 CBC by SFM staff. s handbook have been reviewed and Only products co hould be noted submitted to the SFM and In compliance may still il publlply witlh the standards. It is that products are not In I prois ducts to be in this handbook. not a requirement for any p This handbook will be categorized Into 4 main sections: 1. Exterior Wali Siding and Sheathing (SFM Standard 12-7A-1) 2. Exterior'Windows (SFM Standard 12.7A•2) 3. under Eave (SFM 4. DecStandard king (SFM Standa d12 7A 4)3) The handbook may contain other products that are not listed above. The SFM reserves the right to remove any products In this handbook or cause. The local Authority Havin9 Jurisdiction (AN) 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 C5FM Fire Engineering staff reviews test results and/or other data, but does not make. an Independent verlflcaon of any claims. 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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 iershto clldland urban omply with natural interface. The updated zones will also be used by property hazards disclosure requirements at time of properly sale. It is likely that the fire hazard severity zones will be used by local government as they update the safely element of general plans: ll be enforced -by the The new building standard for the Fire Hazard Severity Zones ocesl hacking process, To best assist them in Building Official as projects go through the plan c determining if a product meets the code requirements, the S te Fire Marshmateal's Building Materials Listing program (BML) Program Is accepting applications for listing or for the review of meeting the standards, These materials will be posted on the SFM BML website at: hslEiLL2 �!Le���r d sutsi!«Qn9�n?grlp�illunl/ sLc s.K�f and the Wildland Urban Interface Building Codes page of the Wildland Hazards and Building Codes at: rte /fjYvyyv�(fQ,Sa,cyg_VAJ.Le_Ue .1W oa frLS_13 eVeLulon wildland_ o s -11n 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 mel 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 app or product list' rntnrmation please contact: Ben Ho, Chief Fire Engineering Division 1131 S Street, Sacramento, CA 95611 (916)445-8312 benben hn(d�, Information regarding the listing application, regulations and publications etc. can be downloaded at: tt /los (Ire ca ov/strucflreenaI eer/sirucflreenaineer bml.php http//osfm tie ca aovlstNcflreenalneer/adt/bmIAistincAonI cation pdf ft//osf fire c no /slNcflreenarneer/pdf/bml /t 1s der http //osfm fire ca QovlstrucflreenalneeNad�/bml/cat? Pdfeslrnnflabs. >(_df bttp•//osfy m.f_ ire•ca• ov slrvgkeeng rnee& ab ° p�=----- o ue t o s elative to N'lldland Hazards d Wildland Urban Interface redulatfons and Chapter 7A please contact. Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 (916) 445-8200 ethan Foote _ri,e ca.go_v an issues can be hhp:tl Information e.ca.gov/fire_all ll eland ven) on fire_ preveition wildland cod snphp ed at: All SFM WUI standards can be downloaded at the following links: i Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing id(p:Uwww.rife.ca.govifire_prevenllon/downloads/Part_12_CA SFM_12.7A•1 Tesl_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows hllp:IM1ww.fire.ca.gov/nre_prevention/downloadsrParl_12 CA SFIv1_12-7A•2 Tesl_SlandaNs.pdf Y Testing Standards CA SFM 12.7A-1, Under Eaves - hllp:lMww.lire.ca.govinre-Prevention/downloadsrPari12_CA-SFM_12.7A•3 Tesl_Slandards.pdf i Testing Standards CA SFM 12.7A-1, Decking hnp:/N+ww.fire.ca.gov.Tire-prevenllon/downloadsipad_12 CA_SFM 12.7A-4 Test_Slandards.pdf Test Protocol 1/2" width. 12-7A-4, Part A only, Accelerated weathering. C (Refer to Exception of 704A.4.1.1 (3) (b)) Flame Spread Class *Company Name: FIBER COMPOSITES, LLC 18 1 Random Drive, New London, NC 2812 7 Product Description: 4, Part A only, Acc"nda" composite elerated weathering.1 /8" width. Test Pro ocol 12e7A Flame Spread Class 8 *Company Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester, VA 22601 Product Description: "Trex Accents: Fire Defense" wood and polyethylene board, 5/4" thick x 5-1 /2" width, composite deck nominal nominal density of 0.036 Ib/In'. Test Protocol 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: Various Manufacturers "Wood" decking: "Redwood", "Western Red Cedar", Product Description: Solid "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 Commerclal decking or better grades for both Redwood and Cedars. Special Instructions: solid wood decking shall be Installed over 2"0"solid "Doug Fir" or better Joists spacing 24" or less \ Flame Spread on center. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) Ignition -Resistant Materials (ASTM E84 for 30 Min. with Accelerated Weathering Test) *Company Name: BARRIER TECHNOLOGY CORP. 510 4'" Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotlle bonded to %a" COX . 17 plywood, 3/8", 15/32", A", 5/8" or V4" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: Blazeguard'D sheathing with Pyrotile bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", K", 5/8" or''/" thickness, panel size 4'x8'. *Company Name: CHEMCO INC. Ferndale, WA 98248 4191 Grandview Road (P.O. Box 875), Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated lumber. 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. Ferndale, WA 98248 4191 Grandview Road (P,O. Box 875), 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. OCompany Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR EOFir, Southern Yellowecl Pine, Western mpregnated rRed Cedar,eated bars Redwood). (CSFM Listing No. 2520-1701 :100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 1 S4 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 Planl0. (CSFM Listing No. 2580- .1701:101) Wood Shakes and Shingles Roofing Materials (UBC 15-2) r ' to 1 The recommended Installation toverlapping o solid o d siding In wall construction regarding butt oints is: butt Joints between pieces should be staggered a minimum of 12" and all butt Joints should be flush with no gap. Nall 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 (51FM 5tanclard 12.7A-2) None Under Eave (51FM Standard 12.7A-3) oCompany Name: BARRIER TECHNOLOGY CORP. 510 4' Street North, Watkins, MN 55389 Product Descrlptlon: Blazeguardm sheathing with Pyrotlle bonded to Y." COX plywood, 3/8", 15/32", K", 5/8" or YV thickness, panel size 4'x 8'. *Company Naine: GY CORP. 5BARRIER0 � Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to 7/16" oriented strand board (OSB), 3/8", 15/320, Y3 S/8" or'/." thickness, panel size 4'xB'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "CemSoffltm" un -vented, fiber -cement soffit, 3/16" thick and Y." thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Hardle5offltm" un -vented, fiber -cement soffit, 3/16".thick and '/e" thick. Decking (SFM Standard 12-7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. ifl *Company Name: ;181R COMPOSITES, LLC Random Drive, New London, NC 20127 Product Description: "WeatherBestT" Meridian" 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, 81 Random 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: 1181 Ra Random COMPOSITES, New London, NC 28127 Product Description: "WeatherBestT" Selma" composite deck board, 1" thick x S W. 4f 9806 Lachman Road, Lenexa, I(S 66219 deck board, 1" thick x 5.5" Product Description: wid[hs nominal 1R"x composite Test Protocol 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class B EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY *Company Name: 223 South KK Highway, Lamar, MO 64759 15/16" thick x 5.5" width Product Description: "EverGraln" composite deck board, 12.7A-4, Part A only, Accelerated weathering. Test Protocol Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY . *Company Name: 223 South KK Hlghway, Lamar, MO 64759 1- 7/16" thick x 5.5" width Product Description: "EverGraln" composite deck board, 12-7A-4, Part A only, Accelerated weathering. Test Protocol 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: cleck rated weathering. 1/B" width. �A only, Test Protocol 1F2 4,"PartA Acceleite Flame Spread Class B *Company Name: ;181R COMPOSITES, LLC Random Drive, New London, NC 20127 Product Description: "WeatherBestT" Meridian" 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, 81 Random 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: 1181 Ra Random COMPOSITES, New London, NC 28127 Product Description: "WeatherBestT" Selma" composite deck board, 1" thick x S W. 4f *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 gle Panel, Product De Shaken,' and 14f exposure siding product, tman— I -Course Cedar 51 W 4-1/2' , .1/2", estern Red Cedar vertical•graln heartwood shingle. Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horl oz veal Installation only. 13 *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots. Installed over structural plywood or oriented strand board (wi olunt try Product Stanidard PSI mum icor volukness ntary complying tary Product Standard PS2, with the following Interlocking designs when installed In accordinstallations ance for with industrial technical guide. Refer to 1. Tonnue &Groove 5h la Loo Cabin: When applied in a horizontal orientation with minimum nominal 6° wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska yellow nld Western Spruce osa or other woad glad Fir", "White Fir", species having a Flame Spread Rating not greater than 150 (Class C) when tested In lied inordane a horiz ntth ASTM al orientation 4. en app on -2. Rabbeted Bevel: Wh with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood "Western Red Cedar", "Incense Cedar', "Port Orford Cedar", yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84hen applied In a vertical orientation 3. Boardgoard a�e�*- W with minimum nominal 8" wide and nominal I" thick boards, and minimum nominal 4" wide and nominal onot more thick battens, with boards Installed with a gap than W, with battens fastened e rs a° the wood o die voter with not less than 3" long ore 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. All nominal board sizes shall comply with the applicable provisions of American Softwoodd to bane used r Stdard PS 20. Edge and end glued siding is permitted Interchangeably with solid sawn members. 14 certified siding, Installed over 5/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 " thick 12" groove spacing. Product Descrlptlon: ding. ve grooveas FIC 53 width, 11 1 /32depth, shiplap, APA Installed over 15/32" COX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. 1088, Roseburg, OR 97470 Product Description: P,O. Box I 8" groove spacing, "DuraTemp" siding, 15/32" thick, 4 ply, 9 m width, lap edge, APA certified siding, installed 3/8" groove over 15/3Z" COX plywood sheathing. *Company Name: WHISPER CREEK LOG HOMES 997 West 950 North, Suite 100, Centerville, UT 84014 h round "slices" cut Product Description: "Whisper Creek Log" siding, nominal log, mechanically aed ie bed from softwood nominal 2" strand board sheathing and supportedal2"x'9' approximately lumber framing. The log sections measured between 3" to 4" at the radius, with a nominal 1" gap wide, sectlons. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum W thick application of UL listed Sashco Sealant, Inc. chinking material. vCornpany Name: WINDSOR MILL 7950 Redwood Drive t'k4, , CA 94931 treated Product Descrlptlon: WindsorOEO 8025 w 1: 12 pr solid pineeNwood siding, 1x6 pIx8, and 1x10 vrusticshlpiap siding pattern, with no through holes or loose knots, strand board lose) with a 7/16" installed over oriented minimum thickness. Fpr "Ho "''^""i" i"ctallation ons *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 gle Panel, Product De Shaken,' and 14f exposure siding product, tman— I -Course Cedar 51 W 4-1/2' , .1/2", estern Red Cedar vertical•graln heartwood shingle. Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horl oz veal Installation only. 13 *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots. Installed over structural plywood or oriented strand board (wi olunt try Product Stanidard PSI mum icor volukness ntary complying tary Product Standard PS2, with the following Interlocking designs when installed In accordinstallations ance for with industrial technical guide. Refer to 1. Tonnue &Groove 5h la Loo Cabin: When applied in a horizontal orientation with minimum nominal 6° wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", "Alaska yellow nld Western Spruce osa or other woad glad Fir", "White Fir", species having a Flame Spread Rating not greater than 150 (Class C) when tested In lied inordane a horiz ntth ASTM al orientation 4. en app on -2. Rabbeted Bevel: Wh with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood "Western Red Cedar", "Incense Cedar', "Port Orford Cedar", yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84hen applied In a vertical orientation 3. Boardgoard a�e�*- W with minimum nominal 8" wide and nominal I" thick boards, and minimum nominal 4" wide and nominal onot more thick battens, with boards Installed with a gap than W, with battens fastened e rs a° the wood o die voter with not less than 3" long ore 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. All nominal board sizes shall comply with the applicable provisions of American Softwoodd to bane used r Stdard PS 20. Edge and end glued siding is permitted Interchangeably with solid sawn members. 14 943 San Felipe Road, Hollister, CA95023 Product Description: ngle Siding Panel, 4 %:e or greater exposure Western Western RedrCedar vertical - grain heartwood shingle applled over fiberglass matte to a square cut plywood backer. Installed over oriented strand board (O5B) with a 7/16" minimum thickness. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson. MI 49203 a ^Smooth, Product Description: darn SmoottST"" lap siding, h Bead TexturedlBeadeSelect Cedar, Dutch Lap", 5/16" thick, S W to 12" width, 12' length. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. *Company Name: 10901 Elm Avenue, Fontana, CA 92337 siding, fiber -cement, 5/16" thick. Product Description: "Cempanelm" vertical Product Descrlptlon: JAMES HARDIE BUILDING PRODUCTS, INC. *Company Name: 10901 Elm Avenue, Fontana, CA 92337 1 /4" thick."HardieShingle`` Product Description: "HardleShingle panel, flber•cement, lap siding, fiber -cement, 1/4" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. Fontana, CA 92337 Product Description: 10901 Elm Avenue, Ivertl aap il slding, fiber -cement, ng fiber -cement. 5/16" thick. *Company Name: "HardlePanel'"" *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 cslo Product Descrlptlon: "Weatherboards'"" shapes siding, fibement. type "Perfection Shingle, Random Sq 99 eyed Edge, Half Product Descrlptlon: 'LP 5r1 rtSIdeback-bonee3l/8" thick,eaPPlledioverP/2dstandardnted 5/16" thick, 16" width, 48" length. gypsum wallboard. Rounds, Octagons, *Company Name: CERTAINTEED CORPORATION *Company Name: LOUISIANA-PACIFIC3 7219 414 Union Street, Suite 2000, Nashville, Tan I siding, Series" exterior p 803 Belden Road, Jackson, MI 49203 "Weatherboards'"" vertical siding, fiber -cement, type "Stucco, Product Descrlptlon: "LP IdeQ Precision rated strand rand backbone, 7/16" thick. oriented Product Description: Cedar 8"Groove, Cedar (no groove), Smooth, Octagons, 5/16" thick, 4'" width, 8, 9 or 10' length. LOUISIANA-PACIFIC *Company Name: 414 Union Street, Suite 2000, Nashville, TN 37219 exterior lap siding, wet *Company Name: COLLIN PRODUCTS LLC 66, Klamath Falls, OR 97601 Product Description: "LP Smart5ldem Fountatlon Series" process fiber bath -bone, 1/2" thick, applied over S/8" type X 6410 Highway TruWood® 7/16" Panel sumiwwallboard siding, standard gypsum wallboard. Product Description: " Type Installed over 5/8" Type 9YP HARDIE BUILDING PRODUCTS, INC. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 panel siding, wet *Company Name: JAMES 10901 Elm Avenue, Fontana, CA 92337 "Artisan m" lap fiber -cement, 5/8" thick. Product Description; process bee PP Smarll Fouboneo Ser es exteffor Product Description: siding, OCompany Name: JAMES HARDIE BUILDING PRODUCTS, INC. Avenue, Fontana, CA 92337 *Company Name: ROSEBURG FOREST PRODUCTS 9Co. P.O. Box 1088, Roseburg, 19 32" thick, plai7470 n square edge, APA "Breckenridge" Siding, / 10901 Elm "Cemplankm" lap siding, fiber -cement, 5/16" thick. Product De scrlptlon: Product Description: tz tt Midland Urban Interface (WUI) Products Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 1 9'" Street, Tacoma, WA 98466 Product Description: 7011 South nominal "APA 3030" plywood siding with s4" on centeredges,manufactured 4 " on dlmenslon'with no through strand board (OSB) with a 7/16" minimum 19/32' thick and grooves spaced with veneers of all Southern Pine or Douglas Fir face, back Douglas fir cross piles, 4'xB' over oriented thickness. ForIinstallation only. and center with Hemlock or BODYGUARD WOOD PRODUCTS 29 Place, Portland, OR 9preservative panel. *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 191" Street, Tacoma, WA 98466 Product Description: 7011 South "APA 3030" plywood siding with reverse -board anspaced tten. 1 2" thick and shiplap edges,grooves a 7/16" minimum thickness. Lo orizontalbnstallaoard nominal 19/32" on center, manufactured with face, back and center of Douglas Flr veneers and cross ply veneers of Hemlock or - BODYGUARD WOOD PRODUCTS Douglas, 4'x8' panel. QCompany Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watklns, MN 55389 Pyyrotil d toY" CDel P,-oduct Description: Blazeguard0 sheathing with size bothickness, plywood, 3/8", 15/32", through holes or loose knotsinstalled board (OSB) with a 7/16" minimum thickness. For ho_ rizontal 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: Blazeguard0 sheathing with P3roodl; 1/32 ed:"o5/81' or'/." oriented strand board (058), /8", 5485 NW ospreyI Bodyguard° cove siding Nos. 771 and 772, preservative Inches dimension, with no thickness, panel size 4'x8'. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 794 and Number 793, Product Descrlptlon: Bodyguard° "V-Rustic".slding Pattern 795, preservative treated pine, minimum 3/4x6 Inches holes or loose knots, Installed Installation only. dimension, with no through over oriented strand board (OSB) with a.7/1 6' minimum thickness. F' '""'=�^srallatlon only 9 *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 le Product Description: ar Shing Panel, 7-1edar 1/8" exposure ey FTX usiding pro -duct, Westernre Treated 1,Coursp dRed Cedar vertical -grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal l a s tal l atl Oil 0U *Company Name: CEDAR VALLEY MANUFACTURING to BODYGUARD WOOD PRODUCTS *Company Name: 5485 NW Osprey Place, Portland, OR 97229 Nos. 371 R/S" back siding Product Description: Bodyguard" "RAB Smooth Face and 372, preservative treated pine, minimum 1 x6 inches holes or loose knots, installed dlmenslon'with no through strand board (OSB) with a 7/16" minimum over oriented thickness. ForIinstallation only. *Company Name: BODYGUARD WOOD PRODUCTS 29 Place, Portland, OR 9preservative Product Description: 5485 NW Osprey treated pine, Bodyguard, 2 lap siding Nos. 430, 1 Inches dimension, with no through holes or minimum x6 loose knots, Installed over orienthd strand ) with Ot o8n only. a 7/16" minimum thickness. Lo orizontalbnstallaoard BODYGUARD WOOD PRODUCTS *Company Name: 5485 NW Osprey Place, Portland, OR 97229 3 lap siding Nos. 432 and 433, preservative Product Description: Bodyguard° treated pine, minimum lx8 Inches dlmenslon, with no over oriented strand through holes or loose knotsinstalled board (OSB) with a 7/16" minimum thickness. For ho_ rizontal Installation only. QCompany Name: -BODYGUARD WOODPRODUCTS Portland, OR 97229 Product Description: 5485 NW ospreyI Bodyguard° cove siding Nos. 771 and 772, preservative Inches dimension, with no I pine, minimum 1x8 through holes or loose knots, Installed over oriented strand thickness. For horizontal board (OSB) with a 7/16" minimum Installation only. *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 le Product Description: ar Shing Panel, 7-1edar 1/8" exposure ey FTX usiding pro -duct, Westernre Treated 1,Coursp dRed Cedar vertical -grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal l a s tal l atl Oil 0U *Company Name: CEDAR VALLEY MANUFACTURING to SECTION TOM — STANDARDS OF QUALITY 74A.1 General. Motorial, systems, end methods of construction used shag be In accordance With Ulla Chopler. . sled In l and 7O2A shallbe amopfed lar use703A.2 Qualtil.tton by lsshen the results material sults andcondUonaf rhosee(ase are met�Tesffng snag De peuformed Dy a Mating agency approved by (he State Fbe Marshal orldengped by an ICC-ES4CBO-ES mpori 7033.3 Standards Of ReorencodSerldhe Store PaMarshal standards lislodbolow and rt l2 and Chapter ofthlscode. esrofeeneedln his Chepfef ere locefedln the SFM 12.7A•l, Exterior Wan Siding and Shea(hIng SFM 11.7A•2. Exterior Mndow SFM 12.7Ad, Under Eave SFM 12.7A•4, Docking SECTION •704A • MATEAIALS, SYSTEMS AND METHODS OF CONSTRUCTION SECTION 7043.1• ROOFS 704A.1 ROOFING 704A.tr1 General. Roofs shall comply with(heroqulrements Gl COepfer7A end Chapter f6. Aooh sha0 naveeroogng assembly Installed In accordance with Ila listing and the manufac(umr,s installation Instructions. 704A.d.2 Rovf Coverings. Where the root profile allows ° space between (he roolcavertng endrooldeckh(g, (he spaces toyer of Noshag Do n ASTM cap sheet!In (aged over (rdia prevent the Intrusion /he Os and embers. MBre•s(opped with appevod materfahs orhavu Gila tible he galvanized 704A.f.2°Valleys, When eymanconalsfing atone er s1roroslo+sIenlMeaflnsfoftodovoratWnlmum36lncAes(914MM)Vddgurideri loyeroINo. 71 ASTM cep rheo(rvnning the full length Gf (ria vboey. 704A.1.5Aool Duffers. Roorgu(fers shanbe provided with me Meanafo prevenrrhe accumulation°fleeves and debris In the gutter. 704A.2 Attic Ventilation. 704A.2.1 General. Mienc vents shollf'011(1110 attic area of the structurethe , or shall euiredbe protected by corrosioner 15, roof and iresistant, non- o bu7sfiblelowirefine A Will inch (6flame and embers tomml openings or ns equivalent. 704A.2.2 Eave or Coralce Vans. Vents shag not D° installed In eaves and comites. Exception: Eave and comics vents may be used provlded fhoyresisf the Infrvsion of nems and burning embers into the attic area oftlle shvcfure. resistant Materials Protection. rot enoinca Eaves n saints aint sc11 G MOOt the require a exposed underside. 12.73.0 or,hallbe preferred by Igrftio(t• 704A.1• EXTERIOR WALLS istant 704A.J.1constructnear she provide pros l n hem the trrtrusl n ofgamestend emaribersobt accordance (WIN standard SPM 12.7A-1. ,tali (Op of the n rdae2nojnaEriwag coverings extend lloofovenenpa%rin Incasaof enclosed mntof enrse mmnomldwoodDlocklBbohwnregers at eaves, terminate of the ondosvre. 704A.2.2 Exterior Wall Openings, Exterior ,sag openings shall De 1n accordance w,Tl( (his section. T04A.2.2. I Exterior Wall VOnfs. Unless otherwise prohlDlradby 0 vents shoo ofstriarode, ver((openings.wieder was sAog rests( the bgruslon of Rome one embers info (he strvchuv or vents she( De saaoned wOn a canosion resls(enL non. "Mbusb'Dlo Wire mesh will N brch f8 an) °A°ntr19s oras equivalent TpgA.1.1.2 Exterior Glazing andwindow walls. Exterior windows, Windowsra0s, glazed doors. and glazed openings ria lin no extorr door$ shoo resistance rating of he insulatintas 20 mhfu(es, units Twhen tits ll a ed according opASTTd E 2010, or con(o Ne1110ck units, r hperformante requirements of SFM f2 -7A-2 704A.2.2.7 Exterior door assemblies consbucfi°ooressambnaj(b ofsolld care swodlia nIb=fG Ills ag sties ndmgs n011051uirements meaad ll SFM 12.7A-farahall De of.ppmorshailhave a are resistance ruling olnotless than 20 hnoos adok wall Inodar bold panel Odckrass no less Man 1114' 0dc14 minu(es W4len lasted accord/ng to ASTM E 2074. Exception: NOncoMbus(IDIe or a deriorfru refardanf (mated wood vehicle access doors aro nor regvfmd to comply Will this chapter. 704A.4 DECIIING, FLOORS AND UNDERFLOOR PROTECTION 704A.4.1 Decklpg. orala I Docking aces- DfOC O oe( ('3048 2 48 surfaces mrrq afire primary struc(um shall comply kWill one of Mo logo „ng methods: portion 11, Shoo he . shag be consfs tbuc,adwallgaalvy bmDeraststaxfedorant elue(eertlan(Pealedsmod or opproved nonoss (lie performance -ombuNible materials. Aend B. J.sq•R for ll pass t e minae onto mqn perfect uof SFM 12 -IA -4, Part A 12.7A•4.7.5.1 only WRA a ref peak haat release rate of , to e. Decking surface Malone, shoo pass (he accelerated weathering (as( and be Idenliried as Exterior type accordance with ASTM 02808 end ASTM 02201 end,• b, The exfaabrwoA covering fo Wtdch R bo docks °ftachadndwN(til 10 (2048 MM) rest of (ho dent,hall De constructedof approved noncombuslible or,gnRlon resttfenf m°tedal Exception: Wags are not mgvhed (o comply With (Ns sub -section little decking surface me(ertol conionns f° AS TM E•84 Class B name speed srofhersurfaco treatments are not an approved method olpro(ectlon as required In 'his The use ofpalnts, coatings,(°Ins, a Chapter. 704A.4.2 Underfloor and Appendages Protection cs 104A4.2.1 UndersidoofAppendages andfloorprolacdons. of ext overhanginghe underside of-Onfilavered and odor walls, or Ilepro)e°tion shab(eclosedto the and floor pro/eellcns shag metnfaln (he Ignition -resistant Integrity grade, 704A.4.2, Unenclosed UndorfloorProfa c(lon. Buildings shag have of undergooramas enrhsedfo tlIe gado WRIT exterior waAs In accordance mlh section 70432. be ornined oflem, ilia underside osodnoors, exposed structure, coluhmns beams end svppertl ➢ lete andOSL,rG wags are prolecferfloor areas d as mquhd with °xledortgnllon•mslat°n, me ertal construction or be heavy limber. 706A. ANCILLARY BUILDINGS AND STRUCTURES rcIng detached ecsea =s Building$a shagcomplyw(f�man ° equine bylife !tris rCAep urgency ancillary buildings end structures end § 1337. Support Inspection. system shall be complete and the At the time of inspection, the installation of the MH -unit on its supporty area under the MH -unit shall be accessible for inspection. a Skirting shall not be installed until all underfloor in 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. , 18300 Health and Safety Code. Reference: Section 18613, Health and NOTE: Authority cited: Section 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.buttecounty.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 may be viewed at: http://www. osfm.fire.ca.gov/strucfireengineer/pdf/bmlfwu iproducts. pdf OPTION 1 OPTION 2* MANUFACTURED HOME MANUFACTURED HOME. i Pit? t'l pl W� _ �I GHc,rIrJEL c�� 21x� 5%. � — ; l gll�s�N,�l tales: ►-111 51 pl RC1ZZZI.1.1- - 2 x BIIJ i71J G��� P9k*;PW oop O e.' II d II 2 >4a x 14 1=N rrl- Gi�b� Grade Away From Manufactured Home to a Distance of 5 Feet Minimum (Typical all Options) j OPTION 3 Yt I 51r1'I�G. L H0 MANUFACTURED HOME jl �� P.r r� oma. RE011ov� e Butte County Department of. Development�uT Services ° 400 TIM SNELLINGS, DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR °7 County Center Drive o Oroville- CA • 95965 061 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds i FACE OF FOOTING TOP OF SLOPE FACE OF STRUCTURE TOE OF H/3 BUT NEED NOT EXCEED 40 FT. H SLOPE (12 192 mm) MAX Na BUT NEED NOT EXCEED 15 FT (4572 mm) MAX. tl BUILDING CLEARANCE FOOTING SETBACK FROM FROM ASCENDING SLOPES DESCENDING SLOPE SURFACE - H (IF RETAINING 1 r� WALL) / STEEPER I1 77X REQUIRED THAN t TO.1 I SETBACK TOE FOR PURPOSES FOR PURPOSES OF OF FIGURE 184-1 FIGURE 18-1-1 POOL SETBACK EQUAL TO ONE-HALF BUILDING FOOTING SETBACK DISTANCE AS REQUIRED PORTIONS OF POOL WITHIN 7 FT. 7 FT (2134 mm) (2134 mm) SHALL BE CAPABLE OF / SUPPORTING WATER WITHOUT BY FIGURE 18-1-1 SOIL SUPPORT FOR SLOPES STEEPER THAN 3 TO 1 ,V STRUCTURE SETBACKS SLOPED BUILDING SITE'S II .9 l Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: A.P.# Home Manufacturer: V,)�p;, Manufacture Year: Model Number/ Name,_ ySz3 3 It CY, Width: Ze $" (ft) Length, 51-' FOOTINGS: Wood - pressure treated or foundation gradeN Other-[ ] SUPPORTS: Concrete block] Other:[ ] Provide manufacturer's installation manual, support blocking requirements and state approved or engineered foundation or tie down system specifications. Pier Footing Sizes and Locations SINGLE WIDE Line 1 Line 2 �' Section 1 Line 1 Line 1 Piers: Minimum size piers: Spacing maximum: From ends maximum Line 2 Piers: Minimum size piers - Spacing maximum: From ends maximum Line 3 Roof Loads: Minimum size piers - Location (from front) Minimum size piers. - Location (continued) Line 4 Roof Loads: Minimum size piers - Location (from front) Minimum size piers - Location (continued) Section 2 Section 3 MULTI -WIDE ------------ Line 1 Line 2 Line 3 \ Line 2 Line 4 (triple wide only) Line 2 Snow. Load: r- -fi psf X [Z� ] Snow Load requirements may be obtained at http://www.upstate-ca.com/butte/butte county/ Insert AP #, view snow load in lower right corner. Line 1 Openings: 5 e� P& 130 [ l� ] X [�Z ] Minimum size pier: [ ] X[ ] Required at each side of openings over wide. -�hxti`� z�xtig z,�x�a `lxyg o1�7 rnA v� �fl L— Xi2 Engineered Tie Down System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering p y� ` V Y% lei �i O v;E:S' GN4e�l 0j2'. -4 N. w� ovy,, WV-) — )Mv - 'QI�33 Xi2 Concrete System Engineer Approval State Approval ENGINEERED TIEDOWN SYSTEM APPROVED SUBJECT TO CORRECTIONS NOTED Approval does not authorize or approve any omission or deviation from requirements of applicable State laws and regulations. State of California Department of Housing and Community Development DIV SION OF CODES AND STANDARDS igna re Dat@ 7 SPA NO 07t I f —2 - This Plan Approval Expires _-7 2-ce .Q0 Page 1 of 8 XiOF 2 Engineered Tie Down System Installation Instructions for California for Ground & Concrete Systems HUD Wind Zone 1, 15 PSF Wind Load Seismic 4 By Tie Down Engineering REQUIREMENTS • These plans and specifications meet the requirements of Title 25 Section 1336.3 Sub Section A and 97 UBC Seismic Requirements, CBC 2001 addition. • Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are adjusted accordingly and approved by HUD. • Main rail spacing must be 75.5" - 99.5" *Except single sections 95" minimum • Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, and rim plates. The longitudinal component of the Xi2 system replaces end frame ties. Check manufacturers set-up requirements. • Maximum pier height is 48" pier. *Except for single sections 36". • Steel piers must be fastened to the I-beam with clamps provided with steel pier. • Systems must be placed as evenly as possible, no more than 10' from end of home. • Designed for 7:12 roof slope.*Except single sections, (20° - 4.37 in. 12" pitch). Additional Requirements for Concrete Systems • Poured concrete must be 2,500 PSI minimum at 28 days. • Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by 14" deep. Strip footings minimum is 18" wide by 14' long by 6" deep. * Xi2 components exceed HUD code 3280.306g "Anchoring equipment exposed to weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of zinc on steel of not less than 0.30 ounces per square foot of.surface coating...." Page 2 of 8 N rz C LO 0 0 0 E'-'. 3/4" 17 1/4" F 2V-13 3/4" 5 '-2 3/4" 0'-0• D P. I F` 1,1110- r j�,, BATH EEDROOM Y. Ma ,qf DN L GFI GFI =-11 I I Foo,.. Ool I rF 11 it GF! T FALL ARCH 1-2LE 1" RORHER L!VING MCM 251.3 Egli 0 SCG LI drt STC LiG.T OPT. FIN OFC. FIN 3— BEDROOM I ETD-. -00F. 231.5 sof 123.6 sqf )P7 OPT 20."0. 52'-0" S'R&A \ZQ yn O -e\ v; C-.' 10 NOTES REC--PTSF.A*L.NC?B7-.NSTALLE:) W -T=11: B/S-O'11- SPACE. 2. ZLECTR:CA], WA P LI, [.A, -S SHALT NOT SE 114STALI.Er.' W:THM 6 r)- A PARI. OF COOKTCP. 3. THEMAXIMUM TPA7ET. DT STANCE F?OM Ale 1' RED?OOM ICORKAY TO AK EMIR( . .. Y COSs F. #13 4. A00.1. TITLES INCIL—NG (1) SQUARZ FOC7AGE HAS BEER .- -DF.3I KED FOR GLAZlNC/VEIlT:NG REQJIR-MEKTS. 5. R-rG-S?ERS IF. K:TC'HTN AND EA -Hs. Nsuals PLAII AND ATTACHED CPTION DE -AILS (I- k-PLI-'.'A6L0 T) M.EE7 *."XE F)LLCWVlG SERVCTUR.Al N, ZONE ISI .... ROOF --CAD(,) .... 10 --- LES. PERIMETER PIERING REQUIRED WHEN ROOF LIVE LOAD > 20 psf . Y L E G r N C dA.CEPTACLE $SWITCH OTH--RY.DSTA- SMOKZ AT ARM FLV:).,7-SC-NT ll-SHT 0 LIGHT' EXHAUST A.N PIXEL ... &OTA., TUB E G SUI R? P 1. y ll"RSTUR A , R RIG RETURN AIR GRILL- OVEFHEAI 1- R -11-T 1, 0 FLOOR REGISTER u WALE MOUNTED REGISTER cR sS-OvEF LOCATION SUPPORT POST QSHEAR.AL.. (D 160 . 52'-D" lEp x 52-0" WOODLAND 17 DEER CREEK 4523B FLOOR PLAN 1-1 BY: AI VAR K. 06/26/06 FP.l A 171D:4522B 111 NOTE ' x 26 as STRAP x 26 ga STRAP JOISTS S 3 LAGS IWINDCW SCHEDULE I SGL LIVE LOAD: 30 LBS. STUDY FROM TO UNIT RATE TAG (DEN)W/STD FLOOR PLAN 2'-7" A B (OPT4) E'-0" A B 11—l"- 14'-2° A 6 20-11° - 22'-I1° A 6 25'-4" - 31'-2° A 6 51'-3" - 51'-5" A B (OPT10) OPT S.G.D. IN DINING ROOM 4'-5" - 8'-0" B A. 11'-11° - 14'-2" B A 20'-11° - 22' -ll" B A 25'-4° - 31'-2" B A. 51'-3° - 51'-5" 6 A ER I 1.15 1 0.76 1 2.,83. - G WINDOW11.40 5.93 14.47 G WINDOW 11.94 6.07 15.12 - ER 9.98 5.25 12.92 E PICTURE 1 4.60 1 6.27 .1 ~ - •. 1i*4 REQUIRED NOTE: USE STANDARD SPEC SHEET FOR FOLLOWING OPTIONS: OPT STUDY (OPT1) OPT TAG (DEN)W/STD FLOOR PLAN (OPT2) ALTERNATE KITCHEN (OPT4) OPT TAG.(DEN)W/OPT STUDY (OPT5) OPT TAG (DEN)W/ALT. KITCHEN (OPT6) OPT.STUDY W/BOX BAY (OPT7) OPT BOX BAY BED #3 (OPT9) OPT CORNER BAY BED #1 (OPT10) OPT S.G.D. IN DINING ROOM (OPT12) OPT STUDY W/CORNER BAY (OPT13) OPT SQUARE REC. ENTRY (OPT14) s,f OPT ANGLED REC. ENTRY (OPT15) t 9 i OPT REC. MASTER BED DOORWAY (OPT16) C ,_. ' ' — r r -;Lk t CHASSIS INFO M.R. SPACING I -BEAM SIZE 10" DRAWBAR LENGTH 44" DRAWBAR ANGLE 60 F LOO R INFO JOIST SIZE 2x6 JOIST MATERIAL SPF JOIST SPACING 16 WA I,I, INFO SIDEWALL NGT. 102" EXT WALL SIZE 2x4 EXT SIDING MATL 5/16 4x8 NARDZE CEILING/ROOF INFO RAFTER CODE (CATH) RAFTER CODE (FLAT) F.M i -160-3A RAFTER SPACING 24" CEILING THICKNESS 1/2" CEILING MATERIAL. US GYP FRONT EAVE O'HANG 12" REAR EAVE O'HANG 12" FRONT GABLE 0'HG 12" REAR GABLE 0'HG 12" APPROVED PFS Corporation Madison Wl - 13 12/19/05 HUD Manufactured Nome Construction 9 Safety Standard WOODLAND 17 DEER CREEK MODEL NO. 4523B —VIC TITLE SPEC DRWG ORA." El: JOSE M. DATE: 12/19/05 9Ri REV SPEC.1 171DC4523B W4 FLEE7WO00 HOMES Deer Creek Series Model 4523B 3 Bedrooms • 2 Baths • 1,386 Square Feet OPT. DEN W1577ANOARO KfTCHF.N YY\ cl4�iti �fl. ID 12 v �' �-v-\ 'D2') - 1`'10 -ID OPT CORNER BAY uUri OEOROOM H3 1 � O O m m 4 ♦y - `Y �- OPT. CORNER OAY OPT. CORNER OAY VI ' W > OPL NGLED OPL RE E55EO BELE SED EMTRY ENTRY Flcervood Homes reserves the rio.ht to chalice colors, prices, specifications, models, climensions and materials without notice. Rendering and diagrams are i'nearit to be representative and: in keeping with Fleetwood's policy ofconstant updating and improve'rnent, may vai y from the actual home. All dimensions are nominal and approximated. Square footage is measured iron; exterior wall to exterior wall, and is an approximate figure Length indicated in floor plans is floor IPrnth nnhe ThP let;gth of rhe birth is rot in Inder'. (Add four fFet to arrive at transportahle length.) Ask your retailer for specifics. PRICES AND SPFCIFICATIONS SUB.IFCTTO CHANGF. WITHOUT NOTICE OR OBLIGATION. hr$kl%f1iiH!?L :i.%Zi%9u D(71 i!)UNCL' RECORDING REQUESTED BY: -1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 Recorded -i Official Records I County of 1 Butte I CANIKE J. 6RUBBS I County Clerk-Recorderl I I 012:42PM 08 -Sep -2005 I REC FEE 10.00 CONFORMED COPY 1. H SA Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. L RONALD AND MARCELLA MONAGO REAL PROPERTY OWNERILESSOR 9 CANYON HIGHLANDS MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 3522 FLETCHER RD. 66'X 4P 0RE471843/4/5 INSTALLATION MAILING ADDRESS, IF DIFFERENT LENGTH. X WIDTH INSIGNIA/LABEL NUMBER(S) PALERMO BUTTE CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0161 (530) 538-7541 BUILDINGPERMIT N0. TELEPHONE NUMBER t"MA. I nhlk , R -23-05 SIGNATURE OF LOCAL AG CY OFFICIAL DATE GOLDEN PACIFIC DEALER NAME (if not a dealer sale, write "NONE") 1118851 DEALER LICENSE NO. GOLDEN WEST 2004 CM662K-04 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAM EINUMBER ALB02944808A/B/C 66'X 4P 0RE471843/4/5 SERIAL NUMBER(S) LENGTH. X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER 027-140-033 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -,Building Dept. ORDER NO. BU -172614-3 DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCB� is PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATS OF CALIFORNIA, 01\1 AUGUST 3, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 35. PARCEL II: A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR'ROAD AND PUBLIC UTILITY PURPOSES OVER PARCEL 1, AS SHOWN ON THAT CERTAIN paRCEL MAP, RtCORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 3, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 35. Description: EJtte,CA Doctunent-Yaar_DociD 1999.1.4791 Page: 2 of 2 Order: MMM Comment: RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 8 -Sep -2005 2005-0053653 Has not been compared vith original BUTTE COUNTY COUNTY RECORDER . SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. RONALD AND MARCELLA MONAGO 7 COUNTY CENTER DRIVE REAL PROPERTY OWNER/LESSOR MAILING ADDRESS 9 CANYON HIGHLANDS OROVILLE BUTTE CA MAILING ADDRESS CITY COUNTY STATE OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP 3522 FLETCHER RD. INSTALLATION MAILING ADDRESS, IF DIFFERENT DATE PALERMO BUTTE CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0161 (530)538-7541 BU,1ILLDING PERMIT NO. TELEPHONE NUMBER (�% ! mj l; JJ II I. 'ni1mJ SIGNATURE OF LOCAL AGENCY OFFICIAL DATE GOLDEN PACIFIC DEALER NAME (if not a dealer sale, write "NONE") 1118851 DEALER LICENSE NO GOLDEN WEST 2004 CM662K-04 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NANMMI BER ALB02944808A/B/C 66'X 41' ORE471843/4/5 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNL4MBEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSORS PARCEL NUMBER 027-140-033 ORDER NO. BU -172614-3 DESCRIPTION IN THE THE LAND REFERRED O OF B TEISAREPOATDISD IS BED AS FOLLOWS:STATE OF CALIFOP.NIA., COUNTY PARCRL I - PARCMAP, RECORDED IN THE EL 2, AS SHOWN ON THAT CERTAIN PARCEL OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, 0% AUGUST 3, 1983, IN BOOK 93 OF MAPS, AT PAGE(S) 35. PARCEL II- A NON - EXCLUSIVE 'EASEMENT FOR INGRESS AND EGRESS AND FOR*ROAD AND PUBLIC UTILITY PURPOSES OVER PARCEL 1, AS SHOWN ON, THAT CERTAIN PP.RCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 3,1983, IN BOOK 93 OF MAPS, AT PAGE (S) 35. Description: E,tta,CA Doctunent-Yc3r_DocZD 1999.14791 Page.: 2 of 2 1 BUILDING PERMIT NUMBER: 05-0161 Address or location of unit: 3522 FLETCHER RD., PALERMO CA 95968 Legal Description of Real Property: AP# 027-140-033 SEE ATTACHED (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: RONALD AND MARCELLA MONAGO Owner's address: 9 CANYON HIGHLANDS OROVILLE, CX.'95966 INSIGNIA OR HUD NUMBER: ORE471843/4/5 SERIAL NUMBER OR V.I.N.: ALB02944808A/B/C MANUFACTURER'S NAME: GOLDEN WEST HAMS. YEAR 2004 OFFICIAL APPROVING -INSTALLATION: DATE: PHONE: (530) 538-7541 H.C.D. 513C 09/07/2005 15:43 REDLINE INSTALLATION 4 5382140 NO.353 1?04 x}10► : : . STATE OF CALIFORNIA .: ' .. NUMBER: BUSINE GENCY . DEPARTMENT .........,_'_DEP. �OF�IpUy�A� C�M44qNg1Y�pk8 LOPMENR . 9 D D coos @TANp � - �- � �'8 7.2-4 6.71_.....: . MANVFACTUREO HOUSING •� ........ .... .- -- - ,.- _— _ HOUR Nit0.:7Pp.1R�OIGI Rx:M CERTFCMANUFACTURERFICA'70 �51E11�F �..:O.fRIGI. .N' ._ ....r-.:.=_., :.`_._... ...•. _ ' OR IGINAL(PIW FORWARD TO TIME NNENTORY CREpROR, W1►EeB THERE 16 NONE. THEN iORNUAO TO THE PVBC!MSER IOEJUER.OA TR/WS�,F RE �� COPy t anile) FORWARD TO THE OEPARTMENI AT P.O• S011 me. 6ACRAME►RO, u (OO tiasfiaa WITHIN FIVE DAYS OF gELEJLTE..' COPY Z (VELLO" DELIVER TO THE TRANSPORTER TO ACCOMPANY THe UNIT TO RS DESTINATION. �......._. _._ _ .__.:.. c�1C�.1 �P.E!lADO):_Io�E rA �1Eo_e' THE wwuf Ea __.::- ..: _ . I �......r ..... IF CHECK THIS 18 A DUPLICATE MCDENTER ORIGINAL MCO NO. MANUFACTUREO HOME OR MULTI.1lNIT MANUFA GFD FAMILY ❑ -TURED HOUSING •' . __._ ..................',. .. ..... .:. _...:.. _.........,.. -NUMBER OF MUMH TRANSPORTABLE SECTIONS z x�I (SINGLE DWELLING) (MULTI UNIT MANUFACTURED HOUSING' COMMER;IAL Ggub: OCCUPANCY GROUP ' I: 'i,' . MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: IM AP IR(NG IES1 INC. ...................'._.._._...... .....:.. -• ---'__...:_.. __... - .-......_._....w:.....-- ldF1126158 MANUFACTURER ADDRESS: SUGGESTED RETAIL PRICE: (SUNG. 'n , CI SAate Z) iACTORER DE E: •'•• ., ..__...._ . _ ._ _.._.. .... MODEL NAME ANOAOR NUMBER:..-- .� . - _ DATE OF MANUFACTURE:' MOD vA P L' ER OR TRANSFEREE (OWNERSHIP TRANSFE EO T9g - t • • • • • IF. DEALER NUMBER OR - •• -R..-- DATE O S ER • -- - - - •• - TRANSFEREE DESIGNATION: GOLDEN PACIFIC-MIC0'.'.' . ,::.r .. " .::..: •::• ::= ..... :., �: -1'1'18851' .06/17/16 •,:I,•::: DEALER OR TRANSFEREE ADDRESS: �•,: - r.:, S 7?CI Sate) (zipi' 'INV ORY R DITOR NAME: ........ ... INVENTORY CREDITOR ADDRESS: �..� C.' •.1;1Y . . .•i::+' .I.. fir'' 1, .. C• SIe1B �'zi SECTION_ ...__.__—.MANUFACTURERSERULL NUMBER ,..,., ....._.._ _._:..... HCD M1fltONM OA WO LABEL NUMBER......: ... LENGTH _... .•_;_AMDTN •... _wEIGH? I-0 NCN66 INCHES POUNpB 4 OR A 792 162 29,421 ;271791=' ppwi lea TRANSOORTEA NAME: TOW+SPORTIER ADDRE-63: C ' BIw I DESTINATION FOR UNIT DE6CRIBEDABOVE • NAMe --.....�__._...-- — Svwlicily)-mmr- -- 30itlar 1 J I wavy �IqM WORV a wuly u�Iuer w � low* d w aMu of C1e'ro ow ab"v bW we ma Ih0 wrrp , : •; i:'. 7:i :•;111 . answM OD "inTl.,- Jci[liil •' •.il^�' _. ri!:, 1' �.,�) ':.•':..i'.l�:i!":. �nOi:_ ,. F.�Fi ii,: ' � .. ffleH i ) AAR•'22i1.1f1'f OIONATURE OF AUTHORIZED AGENT:tylo ., . ' ' OR IGINAL(PIW FORWARD TO TIME NNENTORY CREpROR, W1►EeB THERE 16 NONE. THEN iORNUAO TO THE PVBC!MSER IOEJUER.OA TR/WS�,F RE �� COPy t anile) FORWARD TO THE OEPARTMENI AT P.O• S011 me. 6ACRAME►RO, u (OO tiasfiaa WITHIN FIVE DAYS OF gELEJLTE..' COPY Z (VELLO" DELIVER TO THE TRANSPORTER TO ACCOMPANY THe UNIT TO RS DESTINATION. �......._. _._ _ .__.:.. c�1C�.1 �P.E!lADO):_Io�E rA �1Eo_e' THE wwuf Ea __.::- ..: _ . I �......r ..... NOTES clulor- owAe_L_ RESIDENTIAL PERMIT NO.rO227-140-033 05-0161 ' MONAGO, RC)��`ALD 3S FLETC`HERRD, OROVILLE CONT: REUL'LIIE INSTALLATION f iVlH,0N PE'N4 FND � � 1 , Hg5. 1 a 4, U N O n &16 o S v r E - ngo P LAtiGS o -R- , r. SPECIAL CONDITIONS CHECKED 1 - BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. �i SPECIAL INSPECTION ITEMS .' VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRIC { Meter By L Dab�� .J if. oOB FINALED (Date) Q 27,05 i ' Signature w BUTTE COUNTY PERMIT NO. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING PERMIT BP050161 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 881-2834 (CHICO) " OFFICE #: (530) 538-7541 " B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penally of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/22/2005 APN: 027-140-033-000 the Business and Professlons Code, and my license is in full force and effect. License Class: License Number: L Z Site Address: 3522 FLETCHER RD PAL Dale: 2i•.%•_;`(�SConlraclor: Map Index- ' Description: new mh, new site, prm fnd 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MONAGO, RONALD AND MARCELLA permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of 9 CANYON HIGHLANDS the Contractors Slate License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt the and the basis for the alleged. exemption. Any 95966 violation of Section 7031.5 by any appllcarit for a. permit subjects the 530-532-0188 applicant to a civil penally of not more than five hundred dollars (8500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an Applicant: RED LINE INSTALLATIONS INC owner of property who builds or Improves thereon, and who does PP such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for 13407 GARNER LANE sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of CHICO, CA 95973 proving that.he or she did not build or Improve for the purpose of (530) 895-5543 sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professlons Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: RED LINE INSTALLATIONS INC pursuant to the Contractors' Slate License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code 13407 GARNER LANE CHICO, CA 95973 Date: owner: (530) 895-5543 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 848025 ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. Architect: ❑ 1 have and will maintain • workers' compensation Insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Insurance carrier and policy number are: Carrier. CCC.1Te TI 2 ri Policy �s��5 _a� Total Square Ft: 2531 S.F. It: Valuation: $164,515.00 ❑ 1 certify that In the performance of the work for which this permit Is Census Code: q0 issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall 1 forthwith comply with those provisions. Dale: Applic nl: WARNING: Failure to secure workers' compensation coverage Is • unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. - CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the This para:: , hereby ssue rider th pplic le proyislons.of the Butte County -Code and/or Resolull s to work catad ab a for ch fees have been paid. t performance of the work for which this permit Is Issued (Sec 3097 Civ.) Name: By: Date: PERMIT EXPIRES ON: Address: __ __ (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19627.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that 1 have read this application, that the above Information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte Countyto enter upon the above mentioned property for inspection purposes. Print Nam�:;�,$ hh k _t it Signatu Dale: K) ...IQ-'owner ❑ Contractor ❑ Agent for Owner ent for Contractor B. C. Building Permit 01-16-04 pg 1 J=OK 0 = Not OK Not NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Ueetricity; Location-Clearances-Grnd-/ /Amp -Concrete rGas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ 7. Well Clearance & Disconnect Line s; MH Test -Demand -Valve ctricity; MH Test Water; MH Test 7. Kier and Sewer Cprfnectecl dl F�P Gas and ElectwIfy Tagged Exits t 10. License Decals 11. Verify #'s with Office Dat t and B-1Dat6 Card B-1 Date Card B-1 Date Card B-1 E L41 Ri L4 /ILF0Z1cAgt 662,� 1 4 f MISCELLANEOUS bate DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 8. Utility Clearance Soils; Compaction -Structure Stability 6. Carports; Windows -Doors 4. 7. Electric Date Date 2 T- Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements 10. 2. Footings; Size -Spacing -Marriage Line 11. 3. Gas; MH Test -Demand -Valve -Connector 12. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; M-1 Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval POOLS (Plans) OK except #'s 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card2-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Line s; MH Test -Demand -Valve ctricity; MH Test Water; MH Test 7. Kier and Sewer Cprfnectecl dl F�P Gas and ElectwIfy Tagged Exits t 10. License Decals 11. Verify #'s with Office Dat t and B-1Dat6 Card B-1 Date Card B-1 Date Card B-1 E L41 Ri L4 /ILF0Z1cAgt 662,� 1 4 f MISCELLANEOUS bate DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 1. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Soils; Compaction -Structure Stability 6. Carports; Windows -Doors 4. 7. Electric S 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 7. 9. Siding; Nailing -Veneer -Stucco -Mesh ( 10. Roof; Shthg-Roofing 10. 11. Ext.; Steps -Doors -Landings ,j 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' Date POOLS (Plans) OK except #'s 1. Setbacks -Easements j 2. Soils; Compaction -Structure Stability f 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit ( 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test M 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I J=OK, 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel- Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftq.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 47. Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle 52. 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 55. 20. Shower Pan; Test, First Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 21. Test Tub & Shower, Second Floor -Tub Access 58. 22. Gas Pipe; Sixe & Anchors Glazing Area -Glass Protection -Skylights -Plastic 23. Fire Sprinkler; Test 61. Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound, 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.FI.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE . pM BUILDING DIVISION ' DEPARTMENT -OF DEVELOPMENT SERVICES 7 County Center Drive'! Oroville, CA • (530) 538-7541 rK" CORRECTION NOTICE Ir —O/ L OWNER PERMIT NO. ' A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional �C- explanation, please contact the Building Inspector as indicated below. ( kD j c' PN /� r us <J Vif�' �vl 1�•� Yf.. f .r is.. tt.+ i� ^it Date ' Inspector E.. l7 REV 4/05 Phone # ('Y FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO.; A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. I =i Date ' .3 0, o5 - REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE o161 OWNER V PERMIT NO. kroutine inspection indicates that the following violations;'of Butte County Ordinances exist at the above address and should be corrected. Please call :for re -inspection when correction of work is completed. If you have any questions pertaining -to this matter, or need additional explanation, please contact the Building Inspector as Jindicated below. r V&L, } Sk _ <� z Date JCA/ ' Inspector CA2L REV 2/05 Phone # 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L z License Class :��� License Number:;K� Date:' Scontractor: 'OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for- the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the 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 the and the basis for the alleged. exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than rive hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Stale License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' Slate License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Dale: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. . ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation Insurance cacarrier �and policy number are: Carrier: C ^T1�(.C.-�T� /��2_J rC(. Policy ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dale: Appllcanl �_t? Y I �1✓C , WARNING: Fallure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest, and attorney's fees. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there Is a construction lending agency for the performance of the work for which this permit Is Issued (Sec 3097 Clv.) Name: Address: PERMIT NO. BP050161 Issued Date: 03/22/2005 APN: 027-140-033-000 Site Address: 3522 FLETCHER RD PAL Map Index: Description: new mh, new site, prm-fnd Owner: MONAGO, RONALD AND MARCELLA 9 CANYON HIGHLANDS OROVILLE, CA 95966 530-532-0188 Applicant: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 Contractor: RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 6 W&S+ 9►,s.. Architect: rK DL*t _ CMC42_9 _cq Engineer: V60 f Total Square Ft: 2531 S.F. Valuation: $164,515.00 Census Code: to PERMIT EXPIRES ON: provisions of the Butte County Code and/or fees have been paid. Date: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name. 1.9 Y\,I(l 1 'k',° ( f "\Ic__ L_y C_P ' Signatu Dale 0- Owner ❑ Contractor ❑ Agent for Owner qgent for Contractor B. C. Building Permit 01-16-04 Pg 1 BUTTE COUNTY PERIMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS BP6�576)1 1), 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BIN # OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION OWNER Name nCt tr0c)nagQ Address 'I S cityrbU ' I St zip t0(o Phone 5 _ O Fax E-mail APPLICANT NAME ARCHITECT/ENGINEER Name Address Address SRA city Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name � aN Address X I SRA City (1� t C �� +� Occ. Stat Zi Phone S� Page Fax J E-mail Date Approved: APPLICANT SIGNATURE X For office eo I Zoning 5 - Flood Zone X I SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# 02-1 - f q 0 - 0 3 3 Propel Address ff 5ata Cross Street ru— b S WORKER'S COMPENSATION Policy Number Carrier S�'a i „ J If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Jq. Footage 0 Structure Built without Permits O Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: I t r Bldg Receipt #: Sheriff qlq Z36 IMIP Date: /, Z/ —d� Other 11 Total KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 lot ( SUBMITTAL REQUIREMENTS h The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). D 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the enpineer, Mobile, Manufactured, or Modular Homes: 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! 2. 2 Data sheets and installation instruction manual. 3. 2 Marriage line information. 35,' 4. 2 Floor plans. 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be ❑" 9. stamped and wet -signed by the engineer. Letter of intent. 0 10. Hazardous Material Form. ❑ 11: Sanitation and site plan approval�from the Environmental Health Department. - If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDINGTERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PE�R�MIT APPLICATION DATA SHEET OWNER: ' �N�" O C� n'' ASSE SOR PARCEL NUMBER Proposed Building Use: /VL'ki ^4/01 , /VL--xJ S/T� �Q�"IFCounter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ f p1 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . �p I N 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ /A) 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in-triplicat�All of :hese must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner �,l zardous Material Form nitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. rherT .�--1 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... osion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ ity of Chico Plumbing permit........................................................................ ❑ Di23. California Department of Forestry plan approval ppald" Set 24. anning approval (A) Use: 04 (B)Parking: (C)15arcelFd heck: ' i! o ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... �N/ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ........................................ ................. ............ ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... \ ❑ 36. Deed Restriction .... :.............................................................................:..... 37. Grant Deed 01.H. Titlel tatement of Facts, ❑Letter from Legal caner, ❑ Check to H.C.D. $ 8. ther: ❑ 9. Other: When issued Telephone` r�� `--c /�� and hold for pickup. 1 have been informed of the above it -and requirements for obtaining a building permit. Applicant: C d Date: 1. Index permit applic do for the above it s mbere 7 Plan Check Letter non�tr'a t�al items r7aic ,� 3B3 , ctor designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, Date: 1 rJJ cto designer, own advised of the Voy d a by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by:Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE r` DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER��/ A.P. # 02-7 / yD,_. ® � PROPROSED BUILDING USE NEW �� /Vew S/w P/JVK lm/) DATE RECEIPT # DATE REC. "1BDING PERMIT FEES �$2 --- Balance Due ..................... $ --- Additional Fees Due........... $ --- R vised Plan Checking Fee....$ 2. SCHOOL DISTRICT FEES (paid a School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) ,L�'Z� Q /•�?� Residential............ X $360.00 =$6�% f I Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.0 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FLEE SS'9.00 (paid at Building Division) 9 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... x = $ Sq. Fig. Amt. 10. OTHER pfd I.2� d� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duri the plan checking process. APPLICANT DATE Ios, Pursuant to Government Code`Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Bute CountyDeparanent ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Building Permit Application Acknowledgment I hereby acknowledge that I am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department. I acknowledge that I have submitted a septic and/or well application to the Butte County Environmental Health Department. I have been informed that the,e.ounty of Butte has made no determination of whether or not the property on which the proposed development is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name O LILrNina- 0&1 U ne— I YIL_� f kt 4i Address FI -e4 -c- -e-.,� AP Number O 2-1 - I LI O- 0 3 3 Permit Number I have read and understand the above acknowledgment: Signature of Permittee _Qav�,� Date I I Z I Off` Acknowledgment form.doc (6/04) p,STMENr -0T7T o �� 4 O C O C O O, • A \vim" 5 Department ®f Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 9 ACRE1 Project Description: PLC{ c.�_ryve +new Mo aae C u.� c1 Project Location and/or Parcel Number: 02-7 -1 Ll — 03 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: OCA Date: I '7,(.�� O S`— Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 T2A School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) H16H Building Department No. 077 -NO -0 35 Jurisdiction: city County Property Location/Address e-- - Cy10 Subdivision Residential Development Commercial/industrial Building Lot No. District Identification No. 0-50251 �School District certifies that (Applicant) (Street Address) (Phone Number) TroV i 4 � 9f I? Lo ('10 (City) has complied with the requirements of Resolution No. representing C-96 I , crv� School District Representative square feet. (311 Paid by Check of Remarks: (State) (Zip Code) 0 by payment of $ /V JAB 2926 HFULL MMGATION 0-3z1 5bS Date f Notice: You may protest the Imposklon of the fees klentifled above by submitting a written protest to the District, In compliance wIth Govwnment Code Section 66020(a), within 90 days from the date ton are paid. Fall" to submit a timely written protest will'prohlbit you from chal"Ing the Imposltlon of the fees In any court action. i K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School Distict Is refitted by the applicable Local Planning Agency that this project Is being rovbwed row!-wedunder the Cali" Environmental QualltyAct (MAL this project may be subject to additional school fees to fully mitigate. Its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) fteform.As (10/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ` ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) (�2 % —I y19 3 3; Building Permit Number. Property Owner (s) Project Location /Address Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Alteration/Addition(s) Non -Residential to Residential Mobile home Mobile home replacement Demo Permit (date issued ) Comments: Representative Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department 3 / 2 Z/o s - Date own ARPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Applicant Name Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ �� per unit for a total of $ b� g, 0 0 Square Feet @ $ Remarks: Paid by Check No: � Recreation and Park District tative Paid by Cash: K:\FORMS\BUILDTNG FORMS\park-rec standard form rev Ldoc per sq foot for a total of $ Receipt No: /6, ,j q 0 W E.H. ME ONLY Plot Plan Attached Roar Plan Attached Seat to B.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ater Sup Pu i Private Well. Clearance for dweilina. Other � bA a ---Y � 16 WIZ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date GOLDEN WEST HOMES SLS GPH CHICO 13-47 FAX 1 54 926 8r NVf 0 m C9 M 1p Q003 CL: CY N 0 Z C3 O T- Z: 5 CO 0 cc 0 m MR Vector Dynamics . Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 91212003 INDEX Approval PAGE RELEASE MANUFACTURBDROMIN X88. IRMN SECTION NUMBER DATE FOUNDATION SYSTEM =LW AM X&MY Oat, SWn= i AffROVW INTRODUCTION 2 9/2/03 r 10 arsaM IRM jENERAL INSTALLATION 3 9/2/03 SAL Dm wo'rAumoRm ca Amon AM ,PARTS LIST 4 & 5 9/2/03 aWWONS OR DEVIATION MOM REQUIROMM AWLWA I" STATS LAWS AND MULATUM LONGITUDINAL DEVICES 6 9/2/03 saw orallftmu .art oowsoq► E`ER HEIGHTS 7 9/2/03 Z03'A -UP INSTRUCTIONS 89/2/03 Sr R SIZES tbmA}ro+�iSxm ktONE I -SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 ''-•� - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 o?ROEEso, - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 wo.6.0245` CIVIL V -DRIVE & PIER SYSTEMS 16 9/2/03 q OFC IL SOIL CLASSIFICATION 17 9/2/03 Ai CONCRETE INSTALLATION 18 & 19 9/2/03 wt COMPONENT PARTS AVAILABLE UPON REQUEST & p P r - co Lq M 0 N O O 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS. Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home -Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local win load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates.. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California 9/2/03 Mector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. Ft. Pad Vector System # 59271 - Vector 3 sq. it. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. Isom, Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) . 3 Sq. Ft. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut r # 48612 - Single Section, 62"- 108" ` # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal' anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD Combine Vector Dynamics 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of possible placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I I I I I I I I I I I I I I I I I I I I I I I Wind Zone I Double Section 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple Section 48 Ft. Max. Wind Zone I Tag Section California =1r 9/2/03 w f•t•l I•I•] (•I.1 48 Ft. Max. Wind Zone I Tag Section California =1r 9/2/03 50 in max. Maximum Pier Height ,t . Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each .Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 in max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26". �04sam Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 Long U•8 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. California M 9/2/03 414 f � y 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. California M 9/2/03 414 to CD 7i c-) w 0 Note: L.S.D.= Stabilization See Page 6. WIND ZONE CD w �2 sq. ft. pad s h of the home. Pier spacing muss be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B Instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum . Anchors Required: 30" with 2-4° helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0to72' 3 2 3 2 73' to 90' 4 3 4 2 WIND ZONE 1, SEISMIC ZONE 4 I � \ Vector Dynamics Systems Required for Single Section Homes (Materials Required) I �" h°me tion sec EXamP 33s3 ' _ �\ \ — 3�:rd F•, •r„ � � '7fO � ,GL•3 x _ w to CD 7i c-) w 0 Note: L.S.D.= Stabilization See Page 6. WIND ZONE CD w �2 sq. ft. pad s h of the home. Pier spacing muss be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B Instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum . Anchors Required: 30" with 2-4° helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24 Pier 24+" Piers L.S.D. 0to72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood comprecsw member. Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for 1 ` Double Section Homes w a3 cn O NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. n 2 _,; 0 No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: 2, 3, 4m, at 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required`: None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' S 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. �r WIND ZONE I, SEISMIC. ZONE 4 - �tionh°mt.,s• ` set Vector Dynamics Systems Required for _ _ - ' ' - �6 ft R`actn9 tO vg- - - " EXamp' oW Triple Section Homes - - re oi (Materials Required) - - - 'K - " J _..atw0 sh NOTE: CD When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. n w 0 Tag ori• full triple C.5 N I w _ 2 sq. ft. pad 2 sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None (*Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 2+2 on Tag 0 2 1 49' to 71' 3+ 2 on Tag 0 2 1 72' to 84' 4+ 2 on Tag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) rn N n 0 -� -- -- WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) -? Vector Dynamics Systems Required for Double Section Homes (High Pier Sets with Diagonal Ties)t,on home _ `�,` double seg i i NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I AL Max. Height Unit Width See Page 7 O I -Beam W Spacing \2 sq. ft. pad 4s Min. 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' 5 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required": 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) n w 0 I i WIND ZONE 11, SEISMIC ZONE 4 (Hurricane) Vector Dynamics Systems Required for Single Sectien Nemes (High Pier Sets with Diagonal Ties) e�t�On hods em a, 9�idellnes- e s r oto n Ma -' t 9%n9� fo a atio m ,e Ot a en % s oah f9e 'tnstaA� EXamPShows 9 t1st be _ - =U�Ussr ata sPac�n9- d s WIND ZONE 11 (not to scale) 24" �2 sq. ft, padl Soil Classifications: Soil Bearing Capacity: Anchors Required*: 2,3, 4A & 4B 1,000 PSF minimum 30' with 4" helix anchor (59095), 1-1/4° vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0to48' 3 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 2K max.HP NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag, load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) P0 cc CD C') w K 0 0 w WIND ZONE II SEISMIC ZONE 4 Vector Dynamics Systems Required for Sectio for °yste �a� Double Section Homes , - - double for vec . e%n man"la - - - - LL - ample ows 9 ne be to home %nsta�� , EX tion sh most_ - , - arIng nd :' pads a, i i NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for ti System with steel compression strut is 4,001 the K2 Engineering test report. bon bearing uapaciry: Anchors Required`: i,uuu rbr minimum 30" with 4" helix anchor (59095), 1-1/4° vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 6 5 3 73' to 84' 7 7. 4 85' to 90' 8 8 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) E cr7 0 CA) T I WIND ZONE II, SEISMIC ZONE 4 - - Vector Dynamics Systems Required for - - ' , , ' " Triple Sedlon Homes Ct%o� h° ysteMs. _ (Materials Required) _ - - ' ' 6 ft m��tng o` ,.,tot _ I , ` ` - � , � mple 01 a sPac Cie -1 ,, sfi M._ ` ♦ I ` r=------- EXa ho*sCi I `♦ <.gffi �d:f-s°n.f F{ F � q t -;�`' h � ,_ � :_ „, z ? larTr.o s. .. ♦ , .afi.,..'i�"�. ,' ♦ ._ :rF" y..wS. o f:. ., _ y3 t I SS � `_ rR_.".n.. .�i NOTE: When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Soil Classifications: Soil Bearing Capacity: Anchors Required;: 2, 3, 4A, & 4B 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2 on Tag 4 2 1 49'to71' 4+2 on Tag 6 3 2 72'to84' 4+3onTag 7 3 2 85' to 90' 5+ 3 on Tag 8 3 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) 2 so. ft. Dad 2 so. ft. pad Vector Dynamics Metal Pier & V -Drive Installation METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two-2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base .of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor -rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. / Page 16 California( , 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetratiol (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: 16x16 = 256 sq. in. - - '.= 20x20 = 400 sq. in. - or 16x18 = 288 sq. in. or 17x25=425 sq. in. _ EQUALS - EQUALS 2 -Vector Pads # 59275 = - 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pads) exceed the surface area required when used as the equivalent listed above. *Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En ineer amiliar with site conditons �1 oam Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. S. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One of a Single Section Set -Up Vector pa for concretf footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt 9/2/03 Vector Dynamics System � W for Concrete Applications Instructions 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration T Inside Tie Bracket Compressh boards of PVC Pipe U -bolt Page 19 California Vector pad for concrete Concrete footer locu 9/2/03 C®F FIRE SAFE REQUIREMENTS AP# _,9 —QST PERMIT # 05- NAME Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Drivewav Standards pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Drivewav Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall. be not less than 100 feet radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq Turnouts. Driveways exceeding 150 feet in.length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates 1XI 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. .1 U rT Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. 4(] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials //-2 D S� ate .. 2 GOLDEN WEST HOMES SLS + GPH CHICO 12/29/04 13:47 FAX 1.541 926 8c Z003 (o 0 0 0 00(� UTTF BUTTE COUNTY 0 DEPARTMENT OF DEVELOPMENT SERVICES 0 BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS _ p 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 '• --�' p OFFICE #: (530) 538-7541 .� A FEE WILL BE REO UIRED AT TIME OF APPLICA TION �U N� Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last NamelqWlk First Name,� Address City &2V State Zip Phone/70 _ A/L 7 Fax E-mail APPLICANT NAME CONTRACTOR Name Name Address Zip City Fax State Zip Phone State Fax E mail Phone Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Address Name 11�14 Zip Address Fax E-mail City Subdivision Name State Zip Lot # Phone Date Approved: Fax E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail P'15L- ICAEL21GNATURE For office use only: Zoning, /¢- Flood Zone Cross Str et SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:TORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 PERMIT NO. BP O BIN # LOCATION AP# Prope`ess � Oz_ f 5 City C/�2 Cross Str et WORKER'S COMPENSATION Policy Number - Carrier If hiring anyone other " ,license contractors, a certificate of worker's compensation mus. " 3a ,n at the time of permit issuance. c ',[G AGENCY Name OOH p1�'l'COo Ar -3� �r OHO .icription or Scope of Work: Anew.rosy. � 0�.0 X / ^1;�'tage 2+Kd Proposed Change of Occupancy (Note previous use): REV 2-24-05 . SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a per it. INCOMPLETE SUBMITTAL- S WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. / 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! G( 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required), No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). 119. Letter of Signature authorization (if required). Yl S ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑Grant Deed, ❑ M.H. Title/Statement of Facts.c / �- <81" qoS d' 12. Sanitation and siteIan approval from the Environmental Health Department. P PP P If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 . � .. - , . T. �.r :+,..,,�.,. mac• r :-�r+`_."",. ��-. , .,.:..,,4 w..�. ....., - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 05965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: AMA 6 / �l� � " ASSESSOR PARCEL NUMBER � 2 � l � 3 Proposed Building Use: ��= `�' Permit Technician: �C Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply - 1 N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. I tj 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of -hese must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other \ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) "g 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23. California Department of Forestry plan,approval ❑ paid. Sent by: -�� 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check:....... \ ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �p I PJ 26. NPDES Form...........,.................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number ........................................... �E7 I N 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of thubove items and requirements for obtaining a building permit. pli Date: O C 1. Ind x permit application for the b items numbered: Plan Check Iter 2. Additional items r Contractor, design wne , was a vised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES /f�/f Website: www.buttecounty.net/dds OWNER 4 " t tW � 0 A.P. # 7 O 0;7; UILDING USE ��/ ` DATE 0 °D- RECEIPT # DATE EC. LDING PERMIT FEES nce Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # �8SMEP .00 (paid at Building Division) _4 �j d / 9. DRAINAGE FEE 10. OTHER 11. OTHER. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during theyl ehe�kittg-pre APPLICA DATE b5 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) Dep art merit C a u n t v J. Michael Crump, Director A�L1c WOF�s of Public Works o f B u t t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95°65 (530) 538-7=66 (FAX) 538-171 0 National Pollutant Discharge Elimination System (NPDES) Phase, Ii Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN .1 ACRE Project Description: Project Location and/or Parcel Number: 0`2 7— /--/0 — o �3 By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTUF:B 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a pro_ect. that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Sign Title Dat ;:-.e.v_eer�,. c�c•.;.;a�t _, •�.. ,. .p,.�.f�.r.C-�-,!,.�.<�.;•: '•o-�ec: ,��_.:u.c o?zr =i F . Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma'or labor and material for construction of this proposed property improvement: 'YES [✓]� NO [ ]. 2. I HAVE [/] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: 01A% ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPE DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11 /4/2004 Butte County Department ofDevelopment Services o�0TIr ADMINISTRATION ° BUILDING' GIS ° PLANNING 0 0 7 County Center Drive o /� o Oroville, CA 95965 0 __ =. o (530) 538-7541 Telephone (530) 538-2140 Facsimile cOUNTy h �-'_�+..:rt+''+c�. .c:��..: eZ"z_d?.4�-'+Cr,4.r L : yt��.. 5� --T;t„+!r -..ter :tg",a�•'-*. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. PAFOAM MiclPel C. Vieirl C.B.O. Majager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. ' ` w SITE PLAN REVIEW APPLICATION Date: /(/d5 AP# 0 -�1 %- l qo —q.33 Permit Number (if applicable) U 5— (p / APPLICANT INFORMATION Owners Name: k✓Yt Owners Address: Parcel Size: /0- 0 ,�,', a ci,WS Telephone No.: 5-3,2--61 r - _1/ _ A .. Situs Address: Proposed Use: leW4NM�� ' Residential ❑ New Single Family Residential Single Family Addition ❑ Single Family Remodel Mobile Home /%"I,, Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ _ Temporary Travel Trailer., ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 0 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IM Site Plan Stamped Approved By DateIts— rc Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone (See attached standards,and requirements) / Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: 0 0 ❑ Sacramento River Reclamation District (Approval must be obtained from the CaHfbfm.ia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------ — — - — -------- — ---------- — ------------- — ----- ❑ Detached Bui-ldmg-Use Form ElEncroachment-Permit _ ❑ Agricultural WorkerAffidavit ❑ Agricultural Acknowledgement Statement Zoning: /`f G A, Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 40 f 2()'/3.S. Side 1130 f Side Street Rear/ i J O, Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Q Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of _'the building permit. - - - *Parcel Created By - _-R-Deeds: _ Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required -Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: ❑ No V.. ` .❑ Yes ❑ No. ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 10 Subdivision Map/Parcel Map: Map Date of Recording: 3 �3 Lot: 02 ❑ Use Permit/Minor Use Permit Permit Number: Book: "13 Date of Approval: Page: 5 Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 y ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of, 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be - - submitted to and approved by the Defp i ent of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. - ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa NO Page 4of5 C Summary of Speck Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1I arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 \' LEl C Summary of Speck Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1I arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 \ &TO/ OR 83 M t4 35 TO LAORO.✓E WqY �6fUBB4 A'Hg0 RM. A. &636 G4� 6 264/ OR. /75 NOTES \ -- 11 — /1 NATCNEO AA•EM ARE 2 ACRES LEACHABLE qR\ J[L1 Z) INOSE Ft1PT/ONS OFT E NEREd✓ SHOWN _ T PgRCE4t LABCLlO 'BRi/W�R[(E.�ARE t1 /YON-fXCLUIt/VE fW /C SEMENT) FM INGRESS 0 EGRESS i f►[6[/C N L/EATY fY/RPoSES pRE 7D BE RESERVED /N DEEDS ARE NEQEBY OFFERED iTAR OE01CRTi TB[/ E COUNTY 3) THE EXACT LOCAT/ON OF TME 6' O.W.LD. EASCMEM CATV 4 EO /N DEEDS 606 OA! 3a0 CAN'N7T'BE AE7'ERM/NEO FRNM RECORD DOTA. 4) THE EEACT LOCATION OF 40 OR.>'OS CANNOT BE DETERMINED FROM RECORD. ROAD_ _— NB7R S 92 pM 53 vet• l SCALE / �/00' s�rE r LOCATION MAP i FSET 4,684"ZLS LS4ZO. 4202 o CALCULATE PO/NT /R) 83 M 34 3S ,BASIS OF BEAR/NGS THE BASIS OF BEAR/N6S FOR 7/5MAP/S 6,4E EXTER/OR BWN.OARY OF TNf HEREON SHOWN PARCELS BETWEEN FOUND MONUMENTS As PER 0). A iv � i�A�i�� MAp Qy ;-- ,••_ PARCEL 3 OF 83 OF MAPS 34,35 /�F OTMENOT A PARTWUER WHIG /N SECTION II, T/BA/, R4E, MAN THE UNINCORPORATED AREA OF IBUTTE COUNTY CALIF. ' FOR BETTY .f1hhvS0N NOTE: AN AFf/Od Vi70/ ONNFR fN/P /S AIE/NO ron/CUVRfN7[Y ' - RltOROBO /N /Y/E OFF/Cf Of TN! EOT E COVN7Y RECORDED UNOFR SIR/dt NUMAER 83-O SL�1 SURVEYOR'S CERT/FICAM COUNTY SUR(/EYOR'S CERT/FICATE AMCO?DERV CEQT/F/COTE npn WIJ MAP WAS PREPARED 8Y ME Of UNDER MY DIAW r/ONANO U BASED TN/S MAP CONFORMS W/TN THE REOU/OEMENTS OF THE S[/B- F/L En > /5 naY OL /9� aT g••� aF� - - - =A FIELD SWVfY /N CONFORMANCE W/M T//E REOUIREMENri aP INE O/V/5/oN MOP ACT dN0 IOCA[ O?O[NJNCE. /N 9 K OF MAPS A7 P E AT 7Nf ?EOUEST OF 5000/VIS1011 MAP ACT ANO LOCAL ORDINANCE EST OF fYRi7YlY6 BETrr siMPsoN oN APRIL 4�,� oar rN1s DAreO:- 7Ia9J83 AIRCEL MAP,rr, NTMLLY, ,Y. u THE 60'MONElCLUf1YE EASEMENTS OFFEREO FDR DEDICATIONNfHN/PciaesAPPROYEO 7EKTTIYE MAP, /F ANY. THEREON HEREON ARE NOT ACCEPTEDARE QF 7NECNAR4- ANO 0001CATE0 AT 7}UST/ME.AND ARE /N PICACE ANDARE' COVN7Y?KO��OER A.Q.9OX 1667( OIQa(//11", UL. 95965 ICC[AY CofT[FOFnn RCF /aR7a fFR/AL NR U-,!6-Lgg .Rverrn sERETRACEo. R/LNARo w L szoz , :�'f0(/NT✓ SURVEYO ez,n0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any City or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ./ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the_Umess a Professions Code Date: U ! WORKERS' COMPENSATIO DE ARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy #: ZI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwithcornly with those provisions. Date: rT/Js Applicant: WARNING: Failure to s ure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor .code, interest, -and -attorney's -fees. — - CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: PERMIT NO. BPOS2030 Issued Date: 08/15/2005 APN: 027-140-033-000 Site Address: 3522 FLETCHER RD ORO Map Index: Description: deck (240) Owner: MONAGO, RON AND MARCELLA 3522 FLETCHER RD OROVILLE, CA 95966 Applicant: MONAGO, RON AND MARCELLA 3522 FLETCHER RD OROVILLE, CA 95966 Contractor: License #: Architect: Engineer: Total Square Ft: 240 S.F. Valuation: $3,840.00 Census Code: 46 6, �--moo--- This permit is hereb issued under the applicable provisions of the Butte Co my Cod an or Resolutions to do w k indicated above for which fees have been paid. By; //\\ Date: PERMIT EXPIRES ON V ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable'to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I at the owner or the duly authorized agent of the owner. I agree to comply will- all ithall county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. thereby authorize representatives of Butt e County to enter upon the above mentioned property for inspection purposes. Print Name: t7 v Signa Date: 0 A Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor C). I— Duuuuiy rcn Ill V I -1v 4 Ny I E.M. LSE ONLY Plot Plan ArWfOho�-- lloo. Plan Attached Sona to G.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 41,1 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well //- Clearance dweilina. Other Hold final for: Final clearance O.K. for: NOTE: 71'7, - 7 /0 -, 5 Environmental Healt pecialist Date 8/96 RAIL -30' HIGH, PICKETS @4' oc - 00 12' BEAM 2'x8'(2)@ 8'oc HOUSE 7' OC ,:) - JOIST 171// 2'x8'@ 16' oc ri it RON MONACO AP#027--140-03.3, 3522 FFLETCHER RD,:,OROVILL.E . �H 7b1N��N ._,-...--.._.......—.. -___._ ..____�..-.rw�wJW....v►wnw..wr,..r;.:,.w....or+'t.n�+r,wr.,L:c—a..�.6..a....o.Kii,•-+.ire:...ks.n.hr...�i.N-.eae3:.•At:w�tifae.:�+.w..ua..w•.�W�•.�m-l�+.+o.4,a.r.+.µwn.�.r..widr..ai.......r _. ... ..- _.. _.. I b' TYP. 16 PLYWOOD CC EYT. r—•t � o tp- x G .' FRMIU6. CLIP= ' — M, ~2'x.12" STAI STRIIJGL'R. 4$'e.a.NIAX. ?OP VIEW HRUP9111L ; NOT 5110W N •SDK CLARITY. 2pow DECKIIJG '(ALT 5/1 BOLT ' Spaced 90 4hct+ a- • ,t q xf" DF 2•'. . GIRDERS _ _ _ y �t sphere cannot I lie T1 G PLYWOOD CC EXT. ;. TV4? ,�10--1, rai,3 +h MOBILE IIDME • t"' ' OR DECK a . oc •, x.48" ' MTL. FKHV l CLIP (Eft. DE . 9'MI I MAX. '� 4•G. - ' Tx % POST' �' _T • TO 2"K4" PRESSURE' r--• GrUARDRAIL 2D - . e rAT-r . (� �'R B0US RFDW00D'P1ATE . 4 "MAX:- DECKIlJG' • e'M� IN. GIRDER w PRECAST 41940 POST 'to --30-03 -• °c IER Apr'QU47E DIA40MAL 13RRCING. YYp10AL RESlvE�r�-W SLIP- ANo/a�,EC�C • • • •- -• ' • '' BOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORI(S G. • , "KH. i County center Drive — orovUte, catitornte 98985 4"wl r0orIN6 Telephone: _ - • _ ... 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Butte (,'oulj .. ...... .. .. .. ... .. .. E'.`' it .. octmeh taf .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. . . . . . . . . : . .. .. .. .. .. ............................................ nta .....................:..... ..... ..g _ ........... _..... ............ _.................. ...... ........... _..... ....... .-.................. . assessor's Parcel Number:[d©Q — — []p []3 ® Scale: 1" _ )wner Name Address / Phone No. lite Location _FOA .-ontact Name Phone FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acnes 14-4Z Ac.. 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: _4 cl m C) as >. 0 C-1 m m i 0 NO CONSTRULMUN IN 1 PROVIDE MINIMUM DISTANCE EASEMENTS FROM FOOTING OF STRUCTURE��� �1�A' ALL PORTIONS OF STRUCTURE TO -- OF 5 FT FROM ALL PORTIONS I v BE OUT OF EASEMENT -INCLUDING OF PRIVATE SEWAGE DEPOSALt FOOTINGS, FOUNDATIONS, WALLS, ...._...................... �.................... ...... EAVES AND ROOF SYSTEM INCUDING SEPTIC NOTE: TANK, LEACH AREA AND PITS I •�--- ►— -- PROPERTY OWNER IS RESPONSIBLE FOR —.—.—.---- — 535 Z - - - - - - - - r'�-' - - , _ ----- - - - - -------- - �� DETERMINING LOCATIONS OF PROPERTY LINES ....... :............. :... _ - �dR'. 00 , -ZD _ _ AND EASEMENTS AND MAINTAINING REQUIRE .....:......' I „ � � � - - - SETBACKS FROM PROPERTY LINES AND . ' 1 EASEMENTS. A SURVEY MAY BE REQUIRED IF �- DETERMINED NECESSARY BY THE BUILDING OFFICIAL. REQUIRE A BUILDING PERMIT ! i ............. .. ........... I COMPLY WITH CDF/ CAL FIRE I ..................... REQUIREMENTS PRIOR TO BUILDING I DIVISION FINAL. CONTACT CAL FIRE / 1. ........... CALIFORNIA DIVISION OF FORESTRY ,FOR INFORMATION FOR !.... ..... ••. .;.--.•• ................... REQUIREME NTS AND INSPECTIONS. I .:. ....................... ; lot . SCALE .. .. ... .. .. ... ................. SEE ................ ATTACHED CALIFORNIA HCD .............. :.....:.................... ........... .. NOTICE OF ............. :.................... :............. ... .. ..:. ... ... .. ... EMERGENCY ACTION .............................................. _. '- Assessor's Parcel Number: Owner Name Address / Phone No. site Location contact: Name 0 IL"PI 7 Fol - Ca a © Q - 40-033 !1 �12�� IRS AG pptlD g�5 ,r— - � �, -Q REQUIRED AT FINAL INSPECTION 9 Butte Coun�Mobile Home/Manufactured Home/Manufactured HomeAcceptance Certificate. Form 513. _...... ...Form to be inspector. r by Id ns ecto . Heath and - - -' - - Safety Code Sectiond18613 or 1855(b) ... .. ... .. NOTE ( .............. SITE CONDITIONS ±ENGINEERING MAY BE REQUIRED IF ANY OFTHE -FOLLOWING vI 1 SITE CONDITIONS ARE OBSERVED AND'NOT,SHOWN•ON�THE•J S E ON EI APPROVED PLANS: pI I \0, • EXCESSIVE SLOPES p �!� • EXPANSIVE SOILS_ _ '-• EXCESSIVE CUTS OR:FILLS- "il. p t �� • ALTERATIONS TO NATURAL DRAINAGE Cl ��/� • OTHER•UNUSUAL�SOIL OR GEOGRAPHICAL I i _ CONDITIONS- _ -- _ _ 4 L I. � I COMPLY WITH 2007 CBC 7A, CDF/ CAL ':FIRE APPROVED MATERIAL REQUIREMENTS SEE HANDOUT FOR CURRENT INFORMATION ON APPROVED MATERIALS FROM CAI_ FIRE / CALIFORNIA DIVISION OF FORESTRY \.. THE 2007 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PRO_JECT. I • CALIFORNIA CODE OF } REGULATIONS TITLE 25 REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY I TO THIS PROJECT' J BUILDING p.rj 0-7 PERMIT# 06 2'/63 ASSESSOR'S PARCEL# oy_� - IqO- 0.33 .......... APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS _ rrly v i"v... ADJACENT PARCELS SIZE (AC): FILE, COPY - J 0 /z LANDINGS AT DOORS SHALL COMPLY WITH 2007 CBC SECTIONS 1 OOB.1 .5, 1009.4 & .....:... 1010.6 REFER TO CALIFORNIA TITLE 25 - SEGTleN1337- SKIRTING SHALL NOT BE INSTALLED UNTIL ALL UNDERFLOOR �J INSPECTIONS HAVE BEEN APPROVED FOR MANUFACTURED HOME NO CONSTRULMUN IN 1 PROVIDE MINIMUM DISTANCE EASEMENTS FROM FOOTING OF STRUCTURE��� �1�A' ALL PORTIONS OF STRUCTURE TO -- OF 5 FT FROM ALL PORTIONS I v BE OUT OF EASEMENT -INCLUDING OF PRIVATE SEWAGE DEPOSALt FOOTINGS, FOUNDATIONS, WALLS, ...._...................... �.................... ...... EAVES AND ROOF SYSTEM INCUDING SEPTIC NOTE: TANK, LEACH AREA AND PITS I •�--- ►— -- PROPERTY OWNER IS RESPONSIBLE FOR —.—.—.---- — 535 Z - - - - - - - - r'�-' - - , _ ----- - - - - -------- - �� DETERMINING LOCATIONS OF PROPERTY LINES ....... :............. :... _ - �dR'. 00 , -ZD _ _ AND EASEMENTS AND MAINTAINING REQUIRE .....:......' I „ � � � - - - SETBACKS FROM PROPERTY LINES AND . ' 1 EASEMENTS. A SURVEY MAY BE REQUIRED IF �- DETERMINED NECESSARY BY THE BUILDING OFFICIAL. REQUIRE A BUILDING PERMIT ! i ............. .. ........... I COMPLY WITH CDF/ CAL FIRE I ..................... REQUIREMENTS PRIOR TO BUILDING I DIVISION FINAL. CONTACT CAL FIRE / 1. ........... CALIFORNIA DIVISION OF FORESTRY ,FOR INFORMATION FOR !.... ..... ••. .;.--.•• ................... REQUIREME NTS AND INSPECTIONS. I .:. ....................... ; lot . SCALE .. .. ... .. .. ... ................. SEE ................ ATTACHED CALIFORNIA HCD .............. :.....:.................... ........... .. NOTICE OF ............. :.................... :............. ... .. ..:. ... ... .. ... EMERGENCY ACTION .............................................. _. '- Assessor's Parcel Number: Owner Name Address / Phone No. site Location contact: Name 0 IL"PI 7 Fol - Ca a © Q - 40-033 !1 �12�� IRS AG pptlD g�5 ,r— - � �, -Q REQUIRED AT FINAL INSPECTION 9 Butte Coun�Mobile Home/Manufactured Home/Manufactured HomeAcceptance Certificate. Form 513. _...... ...Form to be inspector. r by Id ns ecto . Heath and - - -' - - Safety Code Sectiond18613 or 1855(b) ... .. ... .. NOTE ( .............. SITE CONDITIONS ±ENGINEERING MAY BE REQUIRED IF ANY OFTHE -FOLLOWING vI 1 SITE CONDITIONS ARE OBSERVED AND'NOT,SHOWN•ON�THE•J S E ON EI APPROVED PLANS: pI I \0, • EXCESSIVE SLOPES p �!� • EXPANSIVE SOILS_ _ '-• EXCESSIVE CUTS OR:FILLS- "il. p t �� • ALTERATIONS TO NATURAL DRAINAGE Cl ��/� • OTHER•UNUSUAL�SOIL OR GEOGRAPHICAL I i _ CONDITIONS- _ -- _ _ 4 L I. � I COMPLY WITH 2007 CBC 7A, CDF/ CAL ':FIRE APPROVED MATERIAL REQUIREMENTS SEE HANDOUT FOR CURRENT INFORMATION ON APPROVED MATERIALS FROM CAI_ FIRE / CALIFORNIA DIVISION OF FORESTRY \.. THE 2007 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PRO_JECT. I • CALIFORNIA CODE OF } REGULATIONS TITLE 25 REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY I TO THIS PROJECT' J BUILDING p.rj 0-7 PERMIT# 06 2'/63 ASSESSOR'S PARCEL# oy_� - IqO- 0.33 .......... APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS _ rrly v i"v... ADJACENT PARCELS SIZE (AC): FILE, COPY - J 0 /z COPY G OWNER-"��/�G� APf�O�•/H�i - BP#OR- A SITE PLAN . .........._... .................... i .............................. ...... ........ ..................... .. .... ............ - ....... .. :�l L �i l 1 ... CTT.0 R E� Wi INC' �N �.... R`r... �b DE Pup CSFL EASW nii A r 3 I H� 3y - •. .. .�._,,,.,..� � �� �G, nt=•SAN" .. _ .. .. .. .S owk� ! "1.a: LIE' slit_.. 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Pp eK• allac ..... .. .. .. .. .. .. ... .. .. .. .. ..:. .. ..:.. .. .:.. .. ..:.. .. ..:.. ... .:.. .. ..:. .. . . ..:.. . . .. ... .. .. .. .. .. ... .. .. ............ .. ... .. .. .......... .. .. .. ... .. .e• .......... r' K ;. ... r a 't.i�lltif } 7......;... _ .. ............ _............_................. _......................... .................... ............ ............:...:.....:......:......:.....:......:.....�..... I 3- :. .r_v 1 -.............. .......................... .................... ............. ...... . �-- Assessors Parcel Number E © Q - ©til Q - o a © scale: 1" = 00, Owner Name Address / Phone No. �1 Gg-,uvvN Site Location 69 TCHERL' 72p hs Contac :Name lox/ . Phone 57 y - / -i W oaobr A= FOR OFFICE USE ONLY PROVIDE FOR ALL Zoning: _Al t. ADJACENT PARCELS General Plan Desig: SIZE (AC):ZONING: Size, Acnes /40• y2 Ae- GEN PLAN: r-- 4.00" USES: s RAIL -30" HIC PICKETS @4" 1 BEAM 2,yx84'(2)@ 8'oc —5 Ala z JHI-N I 2"x8"@ 16" oc NAL"E'All Dx-z A 11 -'; Til k -f 11 4 p p A 01 V V, I F, 7' OC -4-7' 110 REN MONAGO AP#027-140-03.3) 3522 FLETCHER RD, OROVILLE Uig iN,�i9t1a 11 6' TYP. �.u�•. -(46 PLYWOOD Cr, Or. 177,_ ! 1 � FRMU& CLI P.r - . .223911211 STAIR STRIM6E1Z. +A*o.c,. Nlnx. 120PITS '' ?0p VIEW H AUDERIL -HOT 5HnW N • FDR CI.AIz(TY. -21vtG. DECKING '(ALT) 3/d BOLT ' 5 rcrceet -no 4ha+ a - q'u(o DF"2' ` GIRDERS_ _ y`l s�her� cahn6� 17s' TAG PL1fWO6D CC E%T. .. 2'u4' i `n doa �YJ +h rca a Ic h . MOBILE FIDME ro OR PF- h8" MTL. FRMIJ I MAX. CLIP (EA. DE 9"MIhL �� ' 4'u'I' 1051' 2 F, 2 K�IESSUh ..-- GrUAIZDI�AIL s°O� - 0) la 7R A 6OLTS-'�RFDWOOL'nlnrE" %exM 4 "I"AX w DECKI U G ' • GIRDER y1 �� `' PRECAST � , N"y 4x'1" POST --30T�� a Ir:R ' Av'�tctarE b�4olvaL I3RlICIIJG. T YP10AL F51 a N L va. t; ANv p,FCK MIl)r • • ` •' •` ' ' ; ' •, tOUNTY OF BUTTE OF PUBLIC WORKS 14"wl G. 'rMIN. , l���rt 1V�i 7 County Center Drive -- Orovllle. Catlrornle 96965 Telephoga; "', Department of Development Services 0 0 0 0 Building Division 0 0 7 County Center Drive 0 0 oroville, CA 95965 C' (530) 539-7541 (530) 538-2140 FAX U N HANDRAIL DETAIL HANDOUT Nailing shall comply with Table 23-11-B-1 - Minimum underfloor clearances from finish grade to wood joists is 18,,; (UBC: 2306.3) and minimum 1Z'from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max. and treads 11 " min. rgest tread run or ris" r height The dimension difference between the smallest and la within any flight of stairs can not exceed 318" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). jL4 4* Max. M`� ar Min. Top of 4- Max) eck 'y Top of Top of 4' Max. Deck \V Joist Anchor stair stringers to the primary structure with an approved joist hanger and screws, lags, M -B. Pier posts greater than 3 feet 'in height need to be diagonally braced between posts. 4 - 1 6d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing. NJ 90 3-1/2 1.114 3 -W2 to I Max. 1 -1/2 Min. 2-1/2 4' Max. intermediate rails spacing shall prevent 3-1/2 the passage of a 4" - May- diameta-r sphere. 1-114 - 2- '12' 4' Max. HANDRAILS 1.1f2'Min. -T 4-. 3"Min. r7w. Girde�r� Post An approved post cap connection or connect girder & post with 1 )'2" 111h gussett & 3 - I 6d nails top & bo VT x rr, --%A 6" Min. rin?m 1 4 PF 12 x 12 footing Handrail height 34"-38" . -1 Not Acceptable 4 x 4 post min. Min. clear width at stairs shall be 36" Min. 2 - 1/2" dia. thru baits required DER 2x pressure r r'-��:-t ], d s i I I p I a t a 8" Min. embedment I Attach stringer to sill plate wit h angle clip TYPICAL PIER FOOTING Handrail 1997 UBC-�ds /0 0 0 0 0 0 0 0 Department of Development Services Building Division unty Center Drive 7 Co , oroville, CA 95965 (530)538-7541 (530)538-2140FAX GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table USC 2a -ll -B-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2) Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; (USC 2306.3) and minimum 1 Z' from the finish grade to wood girders or treated wood js required. No wood shall be placed closer than 6" to earth unless it is foundation grade or pressure treated. (UBC 2320.13) - T4- M-:� 4" jMax. 'Max. 1 36" Min. Top of SIDE VIEW Deck F= I S14DE VLIE TTMin. 2x pressure treated ledger Min.2-3/8"x- tag bolts or screws. TYPICAL LEDGER If the deck/porch is 30" Pier posts greater or greater above the than 3 feet in height finish grade a guardrail is need to be diagonally required. braced between posts 4 - 1 6d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing Guardrail 1997 UBC-XIs Min. 4 x 4 post @ 51- 0" o.c. intermediate rails spacing shall prevent the passage of a 4" diameter sphere - 4" Max. Top of 3/4" cleararlCe Joist to the edge of he wood member joist Min. 2 - 1/2" dia. thru bolts required GUARDRAIL An approved post cap connection Girder or connect girder and post with 1/2" plywd gussett P t oslIr and 3 - 1 6d nails top & bottom �p A �-T ------- --- AL eJ(r?nedAJr1t 12" x 124ROoting TYPICAL PIER FOOTING m4womd,imi I 1----- I 1l lilligill J1i'l PLAN Ni,,NG DIVISION - BUIl I Use: Date: = Parking: Landscaping: Other: Sign a I u re: /-"-7=77��—, WTI F cx)comr�- Q DOE-PARIW- 'K 05