Loading...
HomeMy WebLinkAbout055-350-038BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 64 SLOPE OAKS CT Owner: Permit NO: B0$-1422 APN: 055-350-038 KOZLOFF, TERESE Issued Date: 07/25/2008 By KEJ Permit type: MISCELLANEOUS PO BOX 2792 Subtype: Electric Panel PARADISE, CA 95967 Expiration Date: 07/25/2009 Description: ELECTRIC PANEL DUE TO NUMB (530) 680-8491 Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: KETTLE CONSTRUCTION KOZLOFF, TERESE Building Garage RemdUAddn 16 SLOPE OAKS COURT PO BOX 2792 PARADISE, CA 95969 PARADISE, CA 95967 Other Porch/Patio Total (530)877-0849 (530)680-8491 FEE INFORMATION DBE Single Phase Service-Resid $59.00 Total Charged: $59.00 Fees Paid: $59.00 Balance Due: $0.00 Receipt No: B8083 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License KETTLE CONSTRUCTION 626251 / B / 08/31/2009 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. 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 X 07/25/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ 1, 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or less.) ❑ IAM EXEMPT under Sectio/ B. 8 P.C. for this reason: rYl CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS % /�J� ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Ca' mia, and agree that if I should become subject to the workers' X ��✓ 07/25/2008 compensation provisio Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 07/25/2008 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and held harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE udi injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is a DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or accupa y of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County toe r the above mentioned property for inspection purposes. I hereby certify that I am the property er or am authorized to act on the property owner's behalf. CONSTRUCTION LENDING AGENCY SW 114v eo z4 ax/ 07/25/2008 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for 19ame of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner 1:1 Contractor OR; f7Agent for Owner Agent for Contractor FILE COPY Lender's Address City . State zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. )v X, (4: IBrn # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name Xta z LoFf First Nam1,z,vE, I Mailing Address GV- OAS City .0,4.b/.t r State -x)Zip 1 9sy6q Phone S -3U 6,50 5" 1 Fax E-mail 3-17LryENx ;? Z G --O/zi APPLICANT INFORMATION CONTRACTOR Name C111J1 ,G•F7JLE �o�s?lr�cJla N Address /6c�- City � Dir f StateC� Zip I�6g Phone 9770 8111 Fax E-mail tic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name 0 Address City State Zip Phone Fax E-mail APP ANT SIGNATURE X C PROJECT LOCATION AP# cLg - Property Address s'la/°C o,41x cT city WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must he shown at the time of permit issuance. I LENDING AGENCY I Name Address DESC I _TION OR SCOPE OF WORK. Sc Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const: AND WHEN RECORDEPzMAILG: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 DEC 0 4 2M I)VVELOPIVIENT SERVICES 20104—GD0►7241 3 Recorded Official Records Count yy Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:13PM 24 -Nov -2004 REC FEE 10.00 CONFORM 1.00 Mark Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: t[ U Date l [ —D PROPERTY ERS: State of California County of (30rre On N Ov embeY 3 , aoov before me, personally appeared kd i vn L K o z L d{ F' o -,rya T -,--Y nese A- • K07 -1&K personally known -to -me (or proved to me on the basis of satisfactory evidence) to be theperson( s whose names i§/are subscribed to the within instrument and acknowledged to me that 1misW!Ue executed the same in his/her/their authorized ca aci ies , and that by his/t►er/their signature(s) on the instrument, the person(s)or the entity upon behalf of which the persons) -acted, executed the instrument. WITNESS my hand and official seal. Signature 4Seal: •- MARILYN HAYES 0 COMM. # 1303360 (� ti NOTARY PUBLIC -CALIFORNIA U] BUTTE COUNTY A.P. # OSS- 3!50-o'3,9 COMM. XP. MAY 5,2005'A F" -V6Mm15 W hi b9bho1st�H GV & o319 MDQ i ( 101t1 Otu i til ��rtvo:l 1 3iiU 1 74b"to�lH A^tso I tas m a rk S to 1 loss 1 04ONVO VOS MIm i :51 i Title No. 04-305885-B .;,. Locate No. CAFNT0958-0958-0003-0000305885 LEGAL DESCRIPTION EXHIBIT ""A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: Parcel A: Parcel 3, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California , on November 1, 1982, in Book 89 of Maps, at page(s) 75. Parcel B: A portion of Parcel 2, as shown on that certain Parcel Map, recorded in the office ofthe Recorder of the County of Butte , State of California , in Book 83 of Maps, at page (s) 62, and being more particularly described as follows: Beginning at the Northwest corner of said Parcel 2: ; thence following along the Northerly boundary line of said Parcel 2, North 890 21'41" East for 230.11 feet; thence leaving said Northerly boundary line South 831 20' 39" West for 231.69 feet to a point located in the Westerly boundary line of said Parcel 2: thence following along said Westerly boundary line 24.29 feet to said true point of beginning . Parcel C: A right of way for road and public utility purposes over Parcels 1, 2 and 4 as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte , State of California , on April 1, 1976, in Book 55 of Maps, at page(s) 96. Parcel D: A right of way for road and public utility purposes over that portion of Parcels 1 and 2, lying within Slope Oaks Court and Prospect Lane, as shown on that certain Parcel Map, recored in the office of the Recorder of the County of Butte , State of California on November 1, 1982, in Book 89 of Maps, at page(s) 75. APN: 055-350-038 CLTA Preliminary Report Form (1/1/95) STATE OF CALIFORNIAA1 ISMS TRANSPORTATION ANO HOUSING AGENCY A-Qld Schwa QW—CM= DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1800 Third Street, Room, 260, P.O. Box 1407 Sacramento, CA 95812-1407 From TDD Phones 1(800) 735-2929 a �� (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 f 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. p Butte County Department of Development Services �Tr TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR ° 7 County Center Drive Oroville, CA 95965 CDU Nay (530) 538-7601 Telephone (530) 538-7785 Facsimile www,buttecounty.net/dds www buttegeneralp,lan.n.e:t. . ADMINISTRATIONBUILDING' 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 manufacturers listing. Approved products may be viewed at: .http //www osfm f•Ire ca gov/strucfireengineer/pdf/bml/wuioroducts.pddf OPT ION i IAOBILEHOME. �c.Pl��'o�/Ep .MOBILEHOME �I pI IJP �. pR i20vEv hIDINlI , n aPNNR:t— or 2llf 2Xg� �NbtJ G,Rac I?T. DF. ot2 R_f_V loon otz P4VLU oo 17 PL ATr P T D, r • 1 1 BnH �,H � �" 1,.11n�. MI I� • . t 1 MV6oNRY 07Lcx•l-. 0 �} : ~ Lo tJ I IIJecu5 Go t.IGRE"ft: 2x Z x l �i i 64 t7h P-+5n0CVr GRADE AWAY FROM MOBILEHOME TO A DISTANCE OF S'-0" MIN. (TYPICAL FOR,ALL OPTIONS) OP'T�-Id--- �I ISI NG• �; -' I 'I .a I. J-2 Mlhj. b(OBILEHOME .' �r 1,j 2XA lid"' UTA�N�L o12 Ip r, t;, op- .� y REbuJoo b �'(>< - �� t LX i4o hit § 1337. Support Inspection. At the time of inspection, the installation of the MH -unit on its support system shall be complete and the area under the MH -unit shall be accessible for inspection. (a) Skirting shall not be installed until all underfloor installations have been approved by the enforcement agency. (b) Masonry walls shall not be installed until all underfloor installations have been approved by the enforcement agency, unless the installation of the masonry wall is required to provide perimeter support to the MH -unit. NOTE: Authority cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and Safety Code. s CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL WILD LAND URBAN INTERFACE (WUI) PRODUCTS Published by CAL -FIRE FIRE ENGINEERING DIVISION Revised 08/15/08 Iittp://osfm.fire.ca.aov strucfireenoineer/udf/bmI/wuioroducts pdf Starting January 2008, the new 2007 California Building Code (CBC) becomes effective. For products to be used in the Wlldland Urban interface (WUI), there are some regulations that required building products to comply with specific standards. In an effort to provide the home owners, Industries, designers, local fire and building officials a readily list of "compliance WUI products", the State Fire Marshal Is publishing this "WUI Products Handbook". All products published In this handbook have been reviewed and verified their compliance In accordance with the new 2007 CBC by SFM staff. Only products submitted to the SFM and in compliance will be published. It should be noted that products are not in this handbook may still comply with the standards. It is not a requirement for any products to be in this handbook. This handbook will be categorized Into 4 main sections: 1. Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) 2. Exterior Windows (SFM Standard 12-7A-2) 3. Under Eave (SFM Standard 12-7A-3) 4. Decking (SFM Standard 12-7A-4) The handbook may contain other products that are not listed above. The SFM reserves the right to remove any products in this handbook for cause. The local Authority Having Jurisdiction (AH()) has the right to approved or dis- approved products for used within their respective Jurisdiction. Our approvals are based upon technical data submitted by applicants. The CSFM Fire Engineering staff reviews test results and/or other data, but does not make an independent verification of any claims. All products shall be constructed in accordance with all applicable codes and ordinances. Refer to the appropriate AN for details. Building Standards and Materials for Building Code Chapter 7A, 2007 California Building Code The California Building Commission adopted the Wildland-Urban Interface (WUI) codes in late 2005. The majority of the new requirements take effect in 2008. These new codes Include provisions for ignition resistant construction standards in the wildland urban interface. The updated fire hazard severity zones will be used by building officials to determine appropriate construction materials for new buildings In the wiidland urban interface. The updated zones will also be used by property owners to comply with natural hazards disclosure requirements at time of property sale. It is likely that the fire hazard severity zones will be used by local government as they update the safety element of general plans. The new building standard for the Fire Hazard Severity Zones will be enforced by the Building Official as projects go through the plan checking process. To best assist them in determthing if a product meets the code requirements, the State Fire Marshal's Building Materials Listing program (BML) Program is accepting applications for materials for listing or for the review of meeting the standards. These materials will be posted on the SFM BML website at: his p://osfm.fire-ca.gov/strucfireenoineer/pdf/bmf/wuiproducts.pdf and the Wildland Urban Interface Building Codes page of the Wildland Hazards and Building Codes at http //www.flre.ca.gov a prevention/fire_prevention wiidland codes. p The SFM listing service provides building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of information. Since the materials under Wildland Urban Interface Building Codes (except roof wood shakes and shingles) are not required by law to be listed by the SFM, the listings for these products are strictly voluntary. Materials not listed by the SFM may still qualify for use provided they met all the requirements under Chapter 7A. If not listed on the SFM site, all documentation and testing certificates showing compliance must be submitted to the building official having jurisdiction for final approval. For product listing Information please contact: Ben Ho, Chief Fire Engineering Division 1131 S Street, Sacramento, CA 95811 (916)445-8312 ben ho0fire.ca.gov Information regarding the listing application, regulations and publications etc. can be downloaded at: http //osfm fire ca gov/strucfireennineer/strucfireennineer bml.php http://osfm.fire.ra.gov/stnjcflreengineerlpdf/bmlA stingApPlICation.pcif hftp,//osfm.fire,ca.gov/sirucflreencligeer/odf/bmitt-lU.pOt http//osfm.fire.ca.gov/strucfireennineer/pdf/bmi/categoryo pdf http Hosfm fire ca gov/strucfireennineer/pdfAab/approvedtestinniabs.pdf For questions relative to Wildland Hazards and Wildland Urban Interface regulations and Chapter 7A please contact: Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, Sacramento, CA 958111 (916)445-8200 ethan.foote@fire.ca.gov Information regarding all Wildland Urban Interface issues can be downloaded at: h ftp:llwww. fi re. c a. g ov/ri re_prev e n do n /fire_P re v e n tio n_w i l d l a n d_co d e s. p h p All SFM WUI standards can be downloaded at the following links: Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing http:/NAvw.fire.ca.gov/fire_prevenUonldovniloads/Part_i2_CA_SFM l2.7A-1 Test_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows http:/Amv.fire.ca.govfllre_prevention/dovmioads/Part12_CA SFM_12-7A-2_Test_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Under Eaves htlp:lAwm.Tire.ca.govlrire-prevenllon/downloadslPart_12_CA_SFM_12-7A-3_TesL.Slandards. pdf Testing Standards CA SFM 12.7A-1, Decking http:/AwAv.fire.ca.gov/rlre_prevenUon/downloads/Part-I Test_Slandards.pdf . 2007 California Building Code CHAPTER 7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE(SFM] SEC770N 701A SCOPE, PURPOSE AND APPLICA77ON 701A.1 Scope. This Chapter applies to building materials, systems and or assemblies used In the exterior design and construction of new buildings located within a YNldland-Urban Interface Fire Area as defined In Section 702A. 701A.2 Purpose. The purpose of this Chapter Is to establish minimum standards for the protection oflire and property by Increasing the ability of a building located In any Fire Hazard Severity Zone within State Responsibility Areas or any Midland -Urban Interface Fire Area to resist the Intrusion of game or burning embers projected by a vegetation Ne and contributes to a systematic reduction In conflagration losses. 701A.3. Application. New buildings located In any Fire Hazard Severity Zone within State Responsibility Areas" any Midland -Urban Interface Fire Area designated by the enforcing agency for whin an application for a building permit Is submitted on or ager December 1, 2005, shall comply with the following Sections: 1. 704A.1— Roofing 2. 704A.2—Attic Ventilation 701A.2.1 Alternates for materfals, design, tests, end methods of construction. The enforcing agency is permitted to modify the provisions of this chapter for site-specific conditions b1 accordance with Appendix Chapter 1, Section 104.10. When required by the enforcing agencyfnthe purposes orgrenting modigcatlons, a tae proedbn plan shall be submitted In accordance with the Cefitamla Fire Code, Chapter 47. 701A.3.2 New Buildings Located In Any Fire Hazard Severity Zona. Newbufclngs located in any Fire Hazard Severity Zone Shan comply with one of the following: 1. State Responsibility Areas. New buildings located In any Fire Hazard Severity Zone within Slate Responsibility Areas, for which an application for a building permit is submitted on or ager January 1, 2008, shall comply with ail sections of this chapter. 2. Local Agency Verrifigh Fire Hazard Severity Zone. New buildings located In ally Local Agency Very -High Fite Hazard Severity Zane for which an application for a building permit is submitted on or ager July 1, 200A shall comply with all sections of this chapter. J. Wlldland-Urban interface Fire Area designated by the enforcing agency. New buildings located In any lMldland-Urban Interface Fire Area designated by the enforcing agency for which an application for a building permit Is submitted on or ager January 1, 2008, shag comply %fill all sections of this chapter. 701A.3.2.1 Inspection and certification. Building permit applications and Mel completion approvals farbundhngs within the scope and application of this chapter shag compty with the following: 701A.3.2.2 The local bugding official shall prior to construcdn, provide the owner or applicant a certification that the building as proposed to be built compdes with ag applicable state and local bugding standards, Including those for materials and construction methods for wndfire exposure as described In this Chapter. 701A.2.2.3 The local building official shat( upon completion olconsbudion, provide the owner or applicant with a copy ofthe final Inspection report that demonstrates (he buiding was consirudedIn compliance Will e0 applicable state and local building standards, Including those for materials and construction methods for wildfire exposure as described In this Chapter. 701A.3.2.4 Rdato building panygt Mal aPPfoei the property shall be In compliance will) lh8 vegeean deem xz `quI ements prescrAed in CagfoMB Public Resources Code 4291 and Canlomla Government Code Section 51182 SECTION 702A - DEFINITIONS For the purposes of this chapter, certain terms ars defined below. . CDF DIRECTOR means the Director of the California Depnmenf of Forestry and Fire Protection. nt proposed for a Interface Fire Area. it dROTECTION escr(besN Is a dways tonml�mite and mitigate d for a po�ltial faect or r tramawildfre exposure. Itlend•Urban The Fire Protection Plan shall be N accordance with this choplerand the California Fire Code, Chapter 47. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted. Only locally adopted ordinances that have been Ned with the California Building Standards Commission or the Department of Housing and Community Development In accordance with Section 10 1. 8 shall apply. FIRE HAZARD SEVERITY ZONES ars geographical areas designated pursuant to Cagictrla Public Resources Codes Sections 4201 through 4204 and dassifled as Very High, High, or Moderate In State Responsibility Areas or as Local Agency Very High Fire Hazard Severity Zones designated pursuant to California Government Code` Sections 51175 ihmugh 51189. See California Fire Code Article 86. The California Code of Regulations. Tife 14, Section 1280 enfliss the maps of these geographical areas as'Maps of the Fire Hazard Severity Zones In the State Responsibility Area of California.' IONMON-RESISTANT MATERIAL Is my product which, when tested In accordance MMSTM 684 fare period 0f30ndnutes, shop have a fame Wood ofnotover 25 and shows evidence &Progressive combustion. In addition, the game font shag not progress mans filen 1011 feet (3200" beyond One cenpgno offne burner at any time during Ne fest. Materials shag pass the accelerated weathering test and be identified as Exteriortype, In accordance with ASTM 02898 and ASTM D3201. Ag materials shag bear hlenfificeflon showing the fire Parfarrnance rating thereof That Idengfcation shall be Issued by /CC-ES7CBO ES or a testing fadfly recognized by the State Fire Marshal having a service far Inspection of materials of the factory. Fro -Retardant -Treated 44tod orrroncaMusbble materials as deNled In section 202 shag sagsly the intent orf ills sedin. The enforcing agencymay useaherdefinNons orignftlona sIstard materiallhatrefied wildfae exposure to building materials and,br their materials performanco in resisting Ignign. LOCAL AGENCY VERY HIGH FIRE HAZARD SEVERITY ZONE means an gree designated by a local agency upon the responsibility11on area afnd where a local agencA city; uant to Gcon m tit Code and co Sections district Is0 and 5 responsible for (hat lue protection. state 8 cl', fy, city ty, P ant es Code SectionSTATE P4125I�Mr� a finncialresponslbilfyo/tpraentmg enAREA means lands (hat are dsvppressbng forest fres is uplim toPublic (he iresponsribiliry of the state. W7LDFIREIs any uncontrolled fire spreading through vegetative fuels that threatens to destroy life, prope)`Iy, ormsources as defined In Public Resources Code Sections 4103 and 4104. WILDRRE EXPOSURE Is one ora combination ofredlard heat, convective heat, direct name contact and burning embers being projected by vegetation fire to a structure and Its Immediate environment. yyLDLAND-URBAN INTERFACE FIRE AREA Is a geographical area Identined by the state as a 'Fire Hazard Severity Zone'In accordance with the Public Resources Code Sections 4201 through 4204 and Government Code Sections 51175 Icant risk tram wi through 51189, r.ther areas designated by the enforcing(a be of a sign 706,4 for the applicable referenced Sections lo of the Governmentn eCode and the Public Resources Code.res. See Section SECTION 703A— STANDARDS OF QUALITY 703A1 General Material, systems, and methods of construction used shall be In accordance with this Chapter. 703A.2 Quallgcati0n by Testing. Material and mafedal assemblies tested N accordance with the requirements ofsedlon 103A shell be accepted for use when the results andcondi0ons ofthose fasts Minot Testing sha0be perfornnedbya testing agency approved by the State File Marshal orldentified by an ICC-ESACBO-ES repart 703A.3 Standards of Quality. The State Fbo Marshal standards fistedbelowend as reforencedln this Chapferara locatedln the California Referenced Standards Code, Pad 12 and Chapter 35 of nhlS code. SFM 12.7A-1, Exterior Wan Siding and Sheathing SFM 12.7A-2, Exterior Window SFM 12 -IA -3, Under ESVO SFM 12.7A4, Decking SECTION - 704A - MATERIALS, SYSTEMS AND METHODS OF CONSTRUCTION SECTION 704A.1- ROOFS l 704A.1 ROOFING 704A.1.1 GenomL Roofs Shan comply with the requirements of Chapter 7A and Chapter I& Roofs shag have a roofing assembly Installed In accordance with Us listing and the manufacturer's Installation Instructions. 704A. 1.2 Roof Coverings. Where the mofprorile allows a space between the roofcovering androofdecking, the spaces shag be constructed to prevent the Intrusion of names and embers, be fire -slopped with approved materials of have one layer of No. 72 ASTM cap sheet Installed over the combustible decking. , 704A.1.3 Roof Valleys. When provided, valley flashings shall be not less than 0.019- Inch (0.48 mm) (Nil. 26 galvanized Sheol gage) comoslon-resistant metal installed over a minimum 36 Inches (914 mm) wide underlaymenf consisting atone layer or No. 72 ASTM cap sheet running the full length of the valley. 704A.1.5 Roof Gutters. Roo/gutters sha06e provided with the means to prevenfthe accumulation o/leaves anddebris In the gutter. 704A.2 Attic Ventilation. 704A.2.1 General When required by Chapter 15, cool and attic vents shallresist the intrusion of game and embers into the attic arae of the structure, or shall be protected by corrosion resistant noncombustible wire mesh twill N Inch (6 mm) openings or lis equivalent. 704A.2.2 Eave or Cornice Vents. Vents shall not be Installed In eaves and cornices. Exception: Eave and cornice vents may be used provided theyrestsf the intrusion of flame and burning embers Into the attic area of the structure. 704A.2.3 Eave Protection. Eaves and Saints shag meet the requirements *ISFM 12.7A4 or shag be protected by Ignition - resistant materials or noncombustible construction on the exposed underside. 704A.3 - EXTERIOR WALLS 704A.3.1 Ganerel, Exterior wags shag be epproved nonsombusOble Orngnitron resistant material, heavy timber. 01`109 wan consWdion or shall p wide protection from Ore irouslon of 0amw andembersN accordance Will standard SFM 12.7A-1. 704A.3.1.1 Exterior wall coverfngs. Exterior wag coverings shall extend gram the top of the foundation to the roof, and terminate at 21nch (50.8 non) nominal solid wood blocking between rafters at agruof overhangs, orbs the case of enclosed eaves, terminate at the enclosure. 704A,2.2 Exterior Wall Openings. Exterior wall openings shall be In accordance with this section. 704A3.2.1 Exterior Wall Vents. Unless otherwise prehIDlted by otherprevislons of Nis code, vent openings in exterior ways shall resist the Intrusion of flame and embers biro the s0uchse or vents shag be screened with a cmresbnaesistant non- combustible wire mesh with N truth (6 now openings orss equivalent 704A3.2.2 Exterior Glazing and window walls. Ex(OdOf windows, windowwa0s, glazed doors, and glazed openings within exterior doors shall be Insulating -Wass units will, a minimum of one tempered pane, or glass block units, or have a Ave resistance rating of not less than 20 mbhutes, when tested according to ASTM E 2010, or conform to the performance requirements of SFM 12.7A-2. 704A3.2.3 Exterior docrassembliea. Extedordoexassemblies shall conform to the pentarmance requirements of atandand SFM 12.7A-1orsha0 be orepproved noncombustible construction, or softs core woodhaving stiles androUs notless (harm 1347 Inches dhkk with interior geld panel thhdmess no less than 1114- thick or shag have a fire resistance rating of not less than 20 minutes when tested according to ASTM E 2074. Exception: Noncambus8ble or exterior file retardant treated wood vehicle access doors are not required to comply with this chapter. 704A.4 DECKING, FLOORS AND UNDERFLOOR PROTECTION 704A4.1 Decklpg. 704A.4.1.1 Docking es, A balconies where portion of such surface Is Surfaces. cwithln 10 feet (3048 mm) of t hO PPllmary structure , sunfeces, stakineads, risen, �coimply with oonnee Of the following methods 1. Shan be consWcfed of Ignition Resistant Materials and pass the performance requirements oI SFM 12-7A4, Pans A and S. e retardant beelad wcod or approvedeppved noncombustible materials. 2 Shan be constructed wide heavybrnber, exterior fir 3. Shall pass the performance requirements of SFM 12-7A4, Part A. 12-7A-4.7.8.1 only vdh a net peek heat release rate Of 251NVIW fora 40 minute observation period and: a Decking surface material shag pass the accelerated weafherNg lest and be Identified as Exterior type, In accordance with ASTM D2898 and ASTM 03201 and: b The exterlorRWoovedrhgro W hIflle deekis attached end vA*10(3048 mm) feet ofthe deck shall be constructed of approved noncombustible or Ignition resistant mstedaL Exception: Wags are not required to comply with this sub -section Who docking surface material conforms to ASTM E-84 Class B name spread. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this Chapter. 704AA.2 Underfloor and Appendages Prefec90n 704A4.2.1 Underside erside levered and ndages and poor p cit coons shag maintain the Igni0Ond-ges and Fon resistant Integrity of eloor projec dons. The xterior wails, orfthe pre% Won shell enclosed to the grade. 704A.4.2. Un enclosed Underfloor Pn tocflon. Buildings shag have 89 under0oormew andosedtoMegrade wgh exterlwwells in accordance with section 704A3. maybe omitted where the erside ofaff exposed floo�, exposed strucfural coluhmnlams end suppOrtirg ways are protected as requbad with exteriordgnlffonteslsfenf materiel constncffon or. be heavy timber. 706A. ANCILLARY BUILDINGS AND STRUCTURES 706A.1 Ancillary Buildings and Structures. When required by the enforcing agency andflary buildings and structures and detached accessory structures shag comply with the provisions of this Chapter. Wildland Urban Interface (WUI) Products Exterior Wall Siding and Sheathing (SFM Standard 12-7A-1) *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 1911 Street, Tacoma, WA 98466 Product Description: "APA 3031" plywood siding with shiplap edges, nominal 19/32" thick and grooves spaced 4" on center, manufactured with veneers of all Southern Pine or Douglas Fir face, back and center with Hemlock or Douglas fir cross piles, 4'x8' panel. *Company Name: APA -THE ENGINEERED WOOD ASSOCIATION 7011 South 1911 Street, Tacoma, WA 98466 Product Description: "APA 3031" plywood siding with reverse -board and batten, nominal 19/32" thick and shiplap edges, grooves spaced 12" on center, manufactured with face, back and center of Douglas Fir veneers and cross ply veneers of Hemlock or *Company Name: Douglas, 4'x8' panel. *Company Name: BARRIER TECHNOLOGY CORP. Product Description: 510 4`" Street North, Watkins, MN 55389 Blazeguardl sheathing with Pyrotile bonded to Y." CDX Product Description: plywood, 3/8", 15/32", Ya", 5/8" or Y4" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 Product Description: Blazeguardl sheathing with Pyrotlle bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", h", 5/8" or'/." thickness, panel size 4'x8'. *Company Name: BODYGUARD WOOD PRODUCTS *Company Name: 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard) "V -Rustic' siding Pattern Number 793, 794 and Product Description: 795, preservative treated pine, minimum 3/4x6 inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal Installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard) "RAB Smooth Face R/S" back siding Nos. 371 treated pine, minimum 1 x6 Inches and 372, preservative dimension, with no through holes or loose knots, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard) 2 lap siding Nos. 430, preservative treated pine, 1 inches dimension, with no through holes or minimum x6 loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard) 3 lap siding Nos. 432 and 433, preservative 1 x8 Inches dimension, with no treated pine, minimum through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard) cove siding Nos. 771 and 772, preservative 1 x8 inches dimension, with no treated pine, minimum through holes or looseknots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal Installation only. *Company Name: CEDAR VALLEY MANUFACTURING 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley FTX Pressure Treated 1 -Course Cedar Shingle Panel, 7-1 /8" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal installation only. *Company Name: CEDAR VALLEY MANUFACTURING .ia 943 San Felipe Road, Hollister, CA95023 Product Description: Cedar Valley "California Stack" 1 -Course Cedar Shingle Siding Panel, 4 %a" or greater exposure, Western Red Cedar vertical - grain heartwood shingle applied over fiberglass matte to a square cut plywood backer, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards'"" lap siding, fiber -cement, type " Smooth, Cedar, Smooth Bead, Textured Bead, Select Cedar, Dutch Lap", 5/16" thick, 5 %" to 12" width, 12' length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "WeatherboardsT"" shapes siding, fiber -cement, type "Perfection Shingle, Random Square Staggered Edge, Half Rounds, Octagons, 5/16" thick, 16" width, 48" length. *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 Product Description: "Weatherboards'"" vertical siding, fiber -cement, type "Stucco, Cedar 8"Groove, Cedar (no groove), Smooth, Octagons, 5/16" thick, 4'" width, 8, 9 or 10' length. *Company Name: COLLIN PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: TruWood" 7/16" Sturdy Panel vertical shiplap siding, installed over 5/8" Type X gypsum wallboard. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Artisanm" lap siding, fiber -cement, 5/8" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cemplank"" lap siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cempanelm" vertical siding, fiber -cement, 5/16" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Hard!e5hingle—" panel, fiber -cement, 1/4" thick. "Hardie5hingleT"" lap siding, fiber -cement, 1 /4" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "HardiePlankT " lap siding, fiber -cement, 5/16" thick. "HardiePanel'"" vertical siding, fiber -cement, 5/16" thick. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Precision Series" exterior lap siding, oriented strand back -bone, 3/8" thick, applied over 1/2 standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street,.Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Precision Series" exterior panel siding, oriented strand back -bone, 7/16" thick.-' *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Fountation Series" exterior lap siding, wet process fiber back -bone, 1 /2" thick, applied over 5/8" type X standard gypsum wallboard. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Product Description: "LP SmartSidem Fountation Series" exterior panel siding, wet process fiber back -bone, 7/16" thick. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Breckenridge" Siding, 19/32" thick, plain square edge, APA 12 11 *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotatl, CA 94931 Product Description: WindsorONEO 8025 w 1212 preservative treated radiate solid pine wood siding, 1 x6, 1 x8, and I x10 v -rustic shiplap siding pattern, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For "Horizontal" installation only. *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 Product Description: Shakertownm Craftman- 1 -Course Cedar Shingle Panel, 4-1/2". 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal Installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots. installed over structural plywood or oriented strand board (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard PS2, with the following Interlocking designs when Installed in accordance with industrial technical guide. Refer to manufacturer's Installations for details. Tongue & Groove Shiplap, Log 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 Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. Rabbeted Bevel: When applied in a horizontal orientation with minimum nominal 6" wide and nominal I" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar', "Port Orford Cedar", "Alaska Yellow Cedar', or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. Board and Batten: When applied In a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1.1/4" thick battens, with boards installed with a gap not more than 'r4", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more 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 Softwood Lumber Standard PS 20. Edge and end glued siding Is permitted to be used Interchangeably with solid sawn members. certified siding, Installed over 5/32" COX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "Douglas Fir" siding, 11/32" thick, 12" groove spacing, 1.5" groove width, 3/8" groove depth, shiplap, APA certified siding, installed over 15/32" COX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 Product Description: "DuraTemp" siding, 15/32" thick, 4 ply, 8".groove spacing, 3/8" groove width, lap edge, APA certified siding, Installed over 15/32" COX plywood sheathing. *Company Name: WHISPER CREEK LOG HOMES 997 West 950 North, Suite 100, Centerville, UT 84014 Product Description: 'Whisper Creek Log" siding, nominal Y. round "slices" cut from softwood log, mechanically fastened to 7/16" oriented strand board sheathing and supported on nominal 2" x 6" lumber framing. The log sections measured approximately 9' wide, 3" to 4" at the radius, with a nominal 1" gap between sections. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum %' thick application of UL listed Sashco Sealant, Inc. chinking material. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotatl, CA 94931 Product Description: WindsorONEO 8025 w 1212 preservative treated radiate solid pine wood siding, 1 x6, 1 x8, and I x10 v -rustic shiplap siding pattern, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For "Horizontal" installation only. *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 Product Description: Shakertownm Craftman- 1 -Course Cedar Shingle Panel, 4-1/2". 7' and 14" exposure siding product, Western Red Cedar vertical -grain heartwood shingle, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal Installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through holes or loose knots. installed over structural plywood or oriented strand board (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard PS2, with the following Interlocking designs when Installed in accordance with industrial technical guide. Refer to manufacturer's Installations for details. Tongue & Groove Shiplap, Log 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 Cedar", "Ponderosa Pine", "Douglas Fir", "White Fir", and "Western Spruce", or other wood species having a Flame Spread Rating not greater than 150 (Class C) when tested in accordance with ASTM E84. Rabbeted Bevel: When applied in a horizontal orientation with minimum nominal 6" wide and nominal I" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar', "Port Orford Cedar", "Alaska Yellow Cedar', or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. Board and Batten: When applied In a vertical orientation with minimum nominal 8" wide and nominal 1" thick boards, and minimum nominal 4" wide and nominal 1.1/4" thick battens, with boards installed with a gap not more than 'r4", with battens fastened to the wood frame with not less than 3" long fasteners at a schedule not more 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 Softwood Lumber Standard PS 20. Edge and end glued siding Is permitted to be used Interchangeably with solid sawn members. The recommended installation practice for solid wood siding in wall construction regarding butt and overlapping Joints is: butt joints between pieces should be staggered a minimum of 12" and all butt joints should be flush with no gap. Nail joints Into the studs or blocking members. One nall at each crossing with the wood frame support member shall be used for nominal 6" siding and 2 nails for nominal 8" or wider siding. Exterior Windows (SFM Standard 12-7A-2) None Under Eave (SFM Standard 12-7A-3) *Company Name: BARRIER TECHNOLOGY CORP. 510 41 Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to W CDX plywood, 3/8", 15/32", A", 5/8" or VV thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotlle bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", A", 5/8" or %" thickness, panel size 4'x8'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "CemSoffitm" un -vented, fiber -cement soffit, 3/16" thick and W thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Hard IeSofflVD" un -vented, fiber -cement soffit, 3/16" thick and W thick. Decking (SFM Standard 12-7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. *Company Name: 9806 Lackman Road, Lenexa, KS 66219 Product Description: "CrossTimbers FR" composite deck board, 1" thick x 5.5" Product Description: width (nominal 1"x 6"). Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGraln" composite deck board, 15/16" thick x 5.5" width Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: EPOCH COMPOSITE PRODUCTS, INC., A TAMKO COMPANY 223 South KK Highway, Lamar, MO 64759 Product Description: "EverGrain" composite deck board, 1- 7/16" thick x 5.5" width Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Fiberon" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 "WeatherBest- deck board, 1" thick x 5 Product Description: Meridian" composite 1/8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Portico" composite deck board, 1" thick x 5 1 /8" width. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "WeatherBestT" Selma" composite deck board, 1" thick x 5 *Company Name: Various Manufacturers Product Description: Solid "Wood" decking: "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", and "Alaska Yellow Cedar". Sizes: Minimum nominal 2" thickness (American Softwood Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and Commercial decking or better grades for both Redwood and Cedars. Special instructions: solid wood decking shall be Installed over 2"x6"solld "Doug Fir" or better Joists spacing 24" or less on center. Flame Spread 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 40 Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to A" COX 1/2" width. Test Protocol 1 2-7A-4, Part A only, Accelerated weathering. Flame Spread Class C (Refer to Exception of 704A.4.1.1 (3) (b)) *Company Name: FIBER COMPOSITES, LLC Product Description: 181 Random Drive, New London, NC 28127 Product Description: "Veranda" composite deck board, 1" thick x 5 1/8" width. Test Protocol 1 2-7A-4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: TREX COMPANY, INC. Product Description: 245 Capitol Avenue, Winchester, VA 22601 Product Description: "Trex Accents: Fire Defense" wood and polyethylene composite deck board, nominal 5/4" thick x 5-112" width, 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 Product Description: Solid "Wood" decking: "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Cedar", and "Alaska Yellow Cedar". Sizes: Minimum nominal 2" thickness (American Softwood Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and Commercial decking or better grades for both Redwood and Cedars. Special instructions: solid wood decking shall be Installed over 2"x6"solld "Doug Fir" or better Joists spacing 24" or less on center. Flame Spread 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 40 Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotile bonded to A" COX *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated plywood. The plywood is Structural I grade, exterior plywood complying with PSI. Products are pressure Impregnated with "FRX" and "Thermex-FR " fire retardant chemical. *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers (Douglas Fir, Southern Yellow Pine, Western Red Cedar, Redwood). (CSFM Listing No. 2520-1701:100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured Impregnated treated plywood (Douglas Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Gang -Lam Southern Yellow Pine, Micro -Lam Southern Yellow Pine, Spruce Master Plank). (CSFM Listing No. 2580- 1701:101) Wood Shapes and Shingles Roofing Materials (UBC 15-2) 17 18 plywood, 3/8", 15/32", A", 5/8" or Y4" thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Description: BlazeguardO sheathing with Pyrotile bonded to 7/16" oriented strand board (058), 3/8", 15/32", 'r4", 5/8" or'/," thickness, panel size 4'x8'. *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated lumber. Products are Douglas Fir, Southern Yellow Pine, Western Red Cedar, White Spruce and Western Hemlock pressure Impregnated with "FRX" and "Thermex-FR " fire retardant chemical. *Company Name: CHEMCO INC. 4191 Grandview Road (P.O. Box 875), Ferndale, WA 98248 Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated plywood. The plywood is Structural I grade, exterior plywood complying with PSI. Products are pressure Impregnated with "FRX" and "Thermex-FR " fire retardant chemical. *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured impregnated treated lumbers (Douglas Fir, Southern Yellow Pine, Western Red Cedar, Redwood). (CSFM Listing No. 2520-1701:100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30824 Product Description: "EXTERIOR FIRE X" pressured Impregnated treated plywood (Douglas Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Gang -Lam Southern Yellow Pine, Micro -Lam Southern Yellow Pine, Spruce Master Plank). (CSFM Listing No. 2580- 1701:101) Wood Shapes and Shingles Roofing Materials (UBC 15-2) 17 18 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 FACE OF FOOTING TOP OF SLOPE FACE OF STRUCTURE 1;13 BUT NEED NOT H TOE OF EXCEED 40 FT. SLOPE (12192 mm) MAX 1 N/2 BUT NEED NOT EXCEED 15 FT. (4572 mm) MAX BUILDING CLEARANCE FOOTING SETBACK FROM FROM ASCENDING SLOPES DESCENDING SLOPE SURFACE STEEPER -j L H 1 / THAN 1 TO 1 (IF RETA114ING if , WALL) / STEEPER REQUIRED THAN 1 TO.1 / 1 SETBACK 1 ri !, `-J TOE FOR PURPOSES FOR PURPOSES OF OF FIGURE 18-1-1 FIGURE 18-1-1 s POOL SETBACK EQUAL TO PORTIONS OF POOL WITHIN 7 FT. ONE-HALF BUILDING FOOTING 7 FT. (2134 mm) (2134 mm) SHALL BE CAPABLE OF SETBACK DISTANCE AS REQUIRED SUPPORTING WATER WITHOUT BY FIGURE 18-1-1 SOIL SUPPORT FOR SLOPES �• ���+ '��`' STEEPER THAN 3 TO 1 APIR, Nvww STRUCTURE SETBACKS ` SLOPED BUILDING SITE'S -15-06 Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owner's name: Sri✓>: eresl+ A�oZCOFF A.P.# Qs37-Wo- 039 Home Manufacturer: S Manufacture Year:. ao6s Model Number/ Name: 7 oV / Width: 17 (ft.) Length: (ft.) FOOTINGS: Wood - pressure treated or foundation grade[ ] Other:[ ] eooic2gra- f�occR cQ SUPPORTS: Concrete block [ ] Other:k SNI f--��o2 6000lb EA. 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 Line1 --------__----__--------------- Line 2 Section 1 Line 1 �� ---- ---- ------- Section 2 Section 3 [ MULTI -WIDE Line 1 Line 2 Line 3 EAe-h Line 2 Line 4 (triple wide only) Line 2 Line 1 Piers: Con�Wcsouc- #P&WupfSnow Load: zo psf Minimum size piers: [ / 2" ] X [ 10 ] 4oAL, Snow Load requirements may be obtained at Spacing maximum: ' . p http://www.upstate-ca.com/butte/butte_county/ From ends maximum: / 6 lotInsert AP #, view snow load in lower right comer. 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): WON . E ZMOM Line 1 Openings: Minimum size pier: [ a ] X [ I2' ] Required at each side of openings over ' p '1 wide. 07MAb �271m/b r -l' --i 70,01 WTI a C') (") f . if MSH 9321 CIO ow 51 -PC,6- C13 30#--CENTERLI�NESU:PPORT..:REQUiREMENTS THIS SHEET IS TO BE INSERTED YATH SUPPLEMENT TO FIELD INSTALLATION MANUAL FOR 30# ROOF ZONE SNOW LOAD. SEE ABOVE PRINT FOR LOAD REOUIREME . NTS AND LOCATIONS. ji— 9) AN BY: VM 10 YOM— QaIE 11 23 05 7404-a 301 ROOF ...- !!a U9 L.l t MEtaONE ■I.+ ii■i■r_ ■■ ■■■►■l ■■■■c■ ■■ ■■c■1i NOON■■ ■■■■■■■■■■■► - C NOON■■■111■■�' - ■��■/--■■■■■�; ■t O■■MMII :■■■■■� f NOON■■ . • - ■■ - ■■11■■ CNONE O .NONE. q■■■■■■■■■■■■■ ■■■■1111■■■■ • ■■ 1■■OO■■■■MEMO • ■��1■E1■■■■■■■M ■ NOON■■1■■1■■ _Mons» ,■M■■■■11■■■ on Mons■■. f MEN a owns I so mono ma ■■■■■■■■■■■■■r�■,■� ■ ■NNs■pp�m ■/■■• ■ ■1■■■1d 9 ■10 11 all "_¢f 1■■►1� ■.■i- -�-. ■■■ So.OEM 0 09/10/2008 12:10 9163740150 08/07/2008 THU 801 PAR 7148083922 FAc/DROC S€P 16 200 190 WESTLAND DISTRIBUTIG PAGE 01/08 0002/009 HASSIS DPAWWO NOTES I PIFA CAP - SEE SHEETS 4, S b 6 FOR AVAILABLE PIER CAPS 2 3/V DIAMETER x 7 LONG ASTM A207 THREADED ROD 3 3/4• DIAMETER ASTM A307 HEX NUT 4 1-1/2, DIAMETER x 11 114 PUNCHED 3VASHER 5 1' x 1• x 12 GA, COED FORMED A570 GD. 38 STIa LEG 6 1.1/4' x 14 GA, ASTM STEEL BRACE, 4 SEE PIER SCHEDULE ON SHEET E FOR PIER HEIGHTS THAT REQUIRE BRAGEES 7 1-1/4' x 14 GA, ASTM A33 STEEL RASE - 5 STRIPS 8 1/4' DIAMETER HOLE FOUR LOCATIONS FOR SECURING PIER TO PAD 9 1' DIAMETER x I-1/4'. LONG STEEL 6 PIPE $HIM 10 LISTING LABEL — SEE DETAIL ON SHEET 1]if EZ WIIDDTH 'B' - SEE Pi ER SCHEDULE G SHEET a 12 3/4' DIAMETER ASTM A307 HEX NUT BELOW COLLAR — LONER NUT AND COLLAR ARE OPTIONAL WHERE POSITIVE 7 COMECTION BETWEEN PIER CAP AND BEAM IS NOT REQUIRED BY 8 CODE 13 10 GAUGE STEEL PLATE FORMED AS SHOWN 11 14 13 GGAMUGR E STEEL PLATE FONED AS SHOWis 0 GAUGE STEEL PLATE 16 3/8' DIAMETER BY 1-1/4' LONG PLATED GD 3 CARRIAGE BOLT W/ NUT AND LOCK WASHER - INSTALLED THROUGH A 1' LONG SLOTTED HOLE 17 3/t6' HOLE FOR NAIL OR SCREW 18 PIER TO BE DIP COATED IN PERVO PAINT 0 0658 SOLVENT BASE BROWN PRIMER MANUACTURED HOW SUP-MRT PIER, `.. E3$M: LMR9 Number ION Rend Cap&* 4000 be a boo b6 TeNsd Capadty 12D00 Ibe R 1800011 . poft Ctlm 110Sg>l�ln MP AM AMM MM 145SWAA1t18eIm.G 9�OlaU' 1 04-H (00116) 66&-6 Eo (Pex)rM F Juno 7A0e OZ QCCESBOICY d'f RCL�11R8 8tm,�Q�i COA�OIIBIR ' IIBAL7tL/11taiAFS!'YC�OE.D1Yt6dON 13.1'�►lu'= APPROVU fNBjWfi 70lCORSSCtf=MM Oder Dat s ive of app m ao' omia;a. er Awtaft am --- of 4pvBee9k Sass t�f. dd 0 `- P O i! U I 09/10/2008 12:10 9163740150 WESTLAND DISTRIEUTIG PAGE 08/08 08/07/2008 TRU 8e25 PAX 7149083922 1��009/009. 'BSK ASSnr:I,taS 0-mnc. Inc. 8SK JOB NO.; G08-075.106 1105 E, Oiscovary Lane REPORT DATE: V2612003 Anahelm. CA 92801 SAMPLE DATE: 3/18/2008 TEST DATE: 3f25&3/2612008 SLIeJECT: STANDARD INTERIOR PIERS PRAAPI 11AD f l)MPRR$CIf1N TFSTIN(9 SUMMARY OF TEST RESULTS Pano 2 of 2 PIER BASE LEG AVE, LOAD � AVE. LOAD r 3 RATING PASS FAILURE PIER 0 HEIGHT PIER TYPE DIMENSIONS THICHKNGSS MAX. LOAD OR (L13) (Lb) (LOAD) (LF1) DESCRIPTION (IN) L x W (INCH) FAIL 25 22" STANDARD INTERIOR 4 LEGS NO STRAP 111.25 x 1.1.30 I 0.110 74127 74992 i 8331 .,�.� 6000 P I + Ln t tXI(to� 26 11.30 x 11.30 0.114 7070 1 Leg Suckle 27 11.30 x 11.30 ^ _ 01100 � 2SE79 !! 1 LeQ Suckle 28 ?4' STANDARD INTERIOR 11.30 X 11.30 M 0.115 2G700 29137 9712 6040 P 1 Lpp Buckle 29 w 11 30 x 11.30 0.113 51813 4 LEGS NO STP,AP _ -- 1 Lp 9ur.,kl.• .. . -.,,....e 30 11.30 x 11.30 0.117 28699 Too d, Wcto Broke 31 i 26" STANDARD INTERIOR 4 LEGS WiiH $TRAP 11.45x11.451 0.Aol< _ 17010• 100 9402 6000 P 1_Lem &10le _^ Twisted 32 11135x11.30 0.109 2a543 33 _ 11.30 x 11.30 0.107 29600 ? Legs Buckled 34 lfi' STANDARD lNTERIS 4 LEGS VVITId ST PAP 11.30 x 11.30 0.110 ?5907 2560° ' AS3G 6000 P P. Leis Suckled 35 11.30x 11.30 0.115 7.6173 Twisted 38 11.30 x 11.30 0.117 24746 Tuisled 37J 30'• STANDARD N CR1 4 LEGS WITH STRAP 11,30x 11.30 0.116 23100 22136 I 7379 5000 P 2 Leas Buckled 38 19.30 r. 11,30 0.105 23756 Washer Bsnl 39 11,30x 11,30 0.117 19551 THasled �- a0 32" STANDARD INTERIOR 11,25 Y. 11.30 0,107 14153 138S9 4620 4000 P 1 Leg Buckle X41 1125x,1.25 0.106 16931 4 LEGS WITH STRAP11.25 I 2 Les 6uckied 42 x V. 30 0.105 10492 1 Lao BOCI:Ie.. 43 34" STANDARD INTERIOR 11.7.5 x 11.30 0.107 23230 75593 6531 4000' P 1 Leg Buckle ' 44 11,30 X 11.30 0.110 23710 4 LEGS WITH STRAP i_Leg 8uc_Y,le_^ 4S 17,25 x 11.30 0.111 29840 i Leo Buckle 46 3E" STANDARD INTERIOR 11.25 x 11.30 0.112 18970 :77.37 5746 4000 P 1 Leu Budde 47 11.30 x 11.30 0,i08 16570 4 LEGS 1 Leg,Buckle i WITH ST?AP 46 11.25 x 11,30 0.106 16170 1 Lep Buckie Pano 2 of 2 .09/10/2008 12:10. 9163740150 WESTLAND DISTP.IBUTIG PAGE 07/08 08/07/2008 THU 8:24 FAA 7148083922 (d1008/009 BSK Associates D.Mac, Inc. BSK JOB NO.: G08 -076-10F 1105 E. Discov2ry Lana REPORT DATE: 312612008 AnahnIm, CA 92801 SAMPLE DATE: 311812008 TEST DATE' 1175 R 117MIMR SUBJECT- STANDARD INTERIOR PIERS PROOrLOAO r`OMPRFq.RlnN TFRTINC 1 S pace 1 of 2 Y OF TEST RE LT PIER BASE LEG MAX. LOAD AVE. LOAD AVE. LOAD 13 RATING POR FAILURE PIER h HEIGHT PIER TYPO 011VIENSIONS THICHKNESS (I B) (I.B) (LOAD) (I.ay DESCRIPTION (IN) I, x W (INCH) A FAIL 1 7.35 x 7.30 0.104 20914 ( 1 Le Juckle STANDARD 7.30 x 7.50 I 0.104 19894 Top Weld Brake 2 8 INTERIOR 71387 7128 I 6000 P 41,EGS NO STRAP I 3 7,30 x 7,35 -..�•.. 0.122 23584 Ta Weld Broke 4 STANDARD 7.20 x 7.25 0.109 21985 I 1 Leg Suckle 7 23 x 7 20 0.105 i 23052 Tat) Weld 91oke 5 8'• INTERIOR 22755 158.5 6000 P I NO STRAP 1 t 8 7.20 x 7 an 0.108 { %3219 Too,Weld Br7ke i 7 7 30 x 7.32 0.122 i 27044 I ; Leg Buckle, STANDARD ). 7.35 x 7.35 0 100 ?.9383 8 t0• INTFRIQR 29021 9674 6000 P Tou'Nek1 Broke 4 LEGS 73097.32 0.123 2972G i lop Weld BrokA 9 NO STRAP 10 1?' STANDARD 9 25 x 925 0.117 31358 28704 9568 Banc P 1 Lep Bu l 11 9.3 x 9,25 0,112 23782 I Tcn weld Broke 4 LEGSINT(:RI S NO STRAP l � i?. 9 25 x 9.25 1 _ W 0 172 30975 We,d Broke 13 14, STANDARD INTERIOR 9.25 x B 25 0.104 2556R^ 20173 8708 � 9000 ! P i L1'a5118r , 14 9-?n� x 9.25 0.110 26051 1N�sher LEGS ' ----- 9.25 x 925 0.115' 27731 Washer 15 NO STRAP I 16 16' STANDARD Ir3TcRi0R 4 LEGS 1 NC STRIP 11,76 x 11.30 0.118 27505 275% 9200 6000 P 1 Lea Buckle 17 19 ?,.y r, 11.30 0, 112 26349 Tube Broka 18 11.25 x 11.25 .1.109 28883 Tutee 13rokc - 19 f IANOARD I S � � 11.25 x 11.25 0.113 27.861 1 1 : Leg Buckle rs 11.2,, x 11.25 r 0.11., 28705 2 Le S LaUCl;led X20 9" INTERIOR 27419 9140 8000 1 4 LFGS 1 NO STRIP 21 11.25 x 11.30 0.111 30652 Washer 22 20' STANDARD INTERIOR 4 LOGS NO STRAP 11,2= x 11.30 0.107 24807 24166 8222 6000 P I Tube Broke ! 23 11.30 x11.30 0,109 25355 2 4A6 BUGkle6 24 11,30 x 11.30 0.107 ; 23835 1 Loci Bucky pace 1 of 2 .09/10/2008 12:10 916:740150 WESTLAND DISTPIBUTIG PAGE 06/08 " 08/07/2008 THU 8:24 FAX 7149083922 x007/009 0 N cV psegoms PLANYM MONTVMW L TOP CAP 17 l.J SEE 9W»14 PROM RM a - F il M PIER 12 l► I�1' apt► SADDLE Ci POR FOOD BEAM MANUFACTIMD'HONMSUPPORT Pffik BSK 6is(Ing Number 1050 Rated +vapa0tty 4000 ibs & £000 >ks Pastor! CapscHy t20001be & 1 BOa41br " hre.wft D-MOUC 6 of s Pardo Cin Wting Engifloora titwxwMavz" 2150 SM AY M.f score itis AA*W- CA Mi -1121 8AC8AMM% CA 90998 y 9614MAC ME 2888 (916) W-020, (916)1166.6029 (FAX) FAXM4 . �s�CUTi3Oh'lr 09/10/2008 12:10 9163740150 08/07/2008 TRU 8123 FAR 7148083922 WESTLAND DISTRIBUTIG E16 sa DRAW KTM7 13 PAGE 05/08 ®006/009 15 PIER 2 N 14 r 3 , 9 PIER 12 C.IIpL'•3W� PLSdIY Q��dp'H��S7�I g{ PR= YM T TOP � e..a8 L CAP MANUFACTUn-D SUPPORT PIER 99K t.isthg NUMbar 1050 Paw Capaol(y 4000 lbs a 6000 Iha Tasted Capulty 12ZCD lbs r118G00 Pm 16n � ,II UC 5 at 6 Nome Consafttng Eng1 >s Ila imum w6 m 21PSUL Avwdt WYE 145 A=MbA,CAMMM &ACRANDHO, CA 98539 MifilmamAc June 2M (916) 966-4088, (0157 566-6929 Mg) 1&1�1T1�DY� 01 09/10/2008 12:10 9163740150 WESTLAND DISTRIBUTIG PAGE 04/08 08/07/2008 THU 8x23 FAR 7148083922 Ia005/009 4 ss EE BHEET 1 FM rr�ana mm M 4 1/4" MMSPBMM I RV M PM GAP FTE -El �' I MONT VW 2 112" 16' co 1 N 1/4 M 2 3 PIER 41/2" 9 P[AiVI P FRMV»V n T RoUM C CHANNEL CAP 1VdmUF. cT uRED HOME SUPPORT PIER BSK Ltsung mber I M RoW Cap fAy 4000 lbs & 8000 is TGd8d Caped{y 12000 Ibs & 18000 Nuft M ohm 4 Q 8 20.9M AVB= ME 168 WdMCAMOMM SMAW9, CA 06638 m2sam .kMON {918) 6 •0048, (416) 966.66Zp 0'AA mxmmm 1!K 151GL111M 09/10/2008 12:10 9163740150 WESTLAND DISTRIBUTIG PAGE 03/08 09107/2DOR THU 8:22 Fax 7148081922 fa004/009 6 2 I , Ilw PJM OPPOBIiI: TO ' S)BtJI�iMA WAS= COMI=M AT ZP S= 00 U C� f�f f ,• ��r.: YM. BASE 3°. aa^ PIER F1;wwlr VARIES BRACE CONNECMN NMIOSCAM LISTING LABEL X -Ti. MANUFACIURED' HONE SUPPORT PIER '• 981! Lloffig Number 1050 Ratod CapaoiV 4000 the $ leMo ft Tasted Cape* 420 0 ens R 18000 Es ." ' ar.rre 8beee r PsclRc Gbttetdti Dgff=LW s a e OMM 11NIlD LM Ammar, RIN SUL Ar, MM 110 V ® , A w^ G 91-E321 (role) O 4029 �WI) CA 9UM tl�e]96ess►>wc I�a:oaa t ,09/10/2008 12:10 9163740150 08/07/2008 THU 8:22 PAX 7149083922 t 0 WESTLAND DISTRIBUfIG 10tmv grfiTQ l ITR PAGE 02/08 3003/009 NOMINAL ACTUAL BASE BRACED cApnc�rY HEIGHT HEIGHT MOTH tH' #B1 61? 5-1/2" 7-1 4" NO 6000 lbs B" 7-1/2' 7-1 4` NO 60OOIbs 10° NO 5000 ft 12.11-1 2° 9-1 4° NO 6000 The 14• 13-1 2" 9-1 4° NO 6000 lbs 16" 15-1 2° 11-14° NO WOO Ills 18° 17-1 2" 11-1 4" NO ' BODO lbs 20" 19—t 2" NO WOO Ibs 22° 21-1/2" —!!:ILL_ 11-1 4" NO BOOOlbs 24" 23-1/2° 11-1 4° YES 60001bs 26" 25-1/2u 11_1 4° YES 6000 lbs 280 27-1 2� 11—] 4" YES 6000 lbs 30" 29-1/2' 11—} 4° YES 600 lbs 32" 31-1 2° 11-1 4° YES 4000 IN 34" 33-1 2° 11--1 4° YES 4000 lbs 36" 35-1 2° 11-1/4" 1 YES 4000 lbs PIER SCHEDULE & ELEVATION MANUFACTURED HOME SUPPORT PIER 9SK Usift Number 1050 Rated CapadtY 40001ba & 8000The Tooted CepWV 12000 Ibe & ISM lbs &mm l+rrC. 2 at B PWb L`Oi781JfthV Enolf n IMIL 11mmyum Pete 2150SU AMU, SWM Vita Awbft Ch978 4Ul sa Rmwo, CA 05838 t" 904NAC dais 0= (916) 566.0626, (9m) 004-6029 tF4tl FAX 808+'19 > 16�anosc 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 Slate 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).): 6Z 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.). PERMIT NO. Issued Date: APN: 055-350-038-000 Site Address: 64 SLOPE OAKS CT PAR Map Index: Description: NSF (2055). COV DECK (1828) Owner: KOZLOFF, STEVEN P 0 BOX 2792 PARADISE, CA 95967 Applicant: KOZLOFF, STEVEN ❑ 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, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Lagy.). ❑ 1 am Exempt under Article 3 of the Bu ' ess and Professions Code Date: 21Z Owner: WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy #: er I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the 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. Date: Applicant: WARNING: Failure 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 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.) Name: Address: License #: Architect: Engineer: otal Square Ft: 3883 S.F. Valuation: $162,823.00 Census Code: G� This permit is I Resolutions to By: v PERMIT EXPIRES ON: w S-16 q 5-qL v under the apjgirable provisions of the Butte County Code and/or e hove or vp 'c4 fees have been paid. ( / G `a ❑ 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 am the owner or the duly autho ' d 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 m or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: S/'T Yz, �� Z 4 Af Signature Date: .212 54' /a _r CYQwner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 } ,. { � , �� r F� r (o 0 0 0 �0 BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES �IyI gg 0 BUILDING PERMIT APPLICATION � j9.3.'O' 0 AND SUBMITTAL REQUIREMENTS 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY** OWNER Last Name /_62L0ff FirstPk VhV Address ' City State Zip %76,7 Ee X30 fjo -6s�9/ Fax E -mail 57,KVE le ZZ C 11o7A46 , 6-0 /7 CONTRACTOR Name ok^JEA Address Z o SLoP,_, 0,441 r -T City AX 4,oj StateC-A Zip iS9��J --PhoneSeo 6bo —fs�9/ Fax E-mail S7�vf,.�,L� ZZG Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zipgr90 City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Namea216f/'- Address Z / o -SG oZ,P� 04.er C7 - City State Zipgr90 Phone Jr-�O cS�JO X49/ Fax E-mail S 0 APP CANT SIGNATURE X For office use only: AP# o Zoning I PW-/01Flood Zone 5Q SRA es No Occ. Carrier Type Const Subdivision Name —Name Map Book Page Lot # Planner Date Approved: PERMIT NO. qq '01 is3 P BIN #S 4 • LOCATION AP# o Property Address a SCa�E DAs Gi City �/.�,e,v�sE Cross St eet Pos%c '- WORKER'S COMPENSATION Policy. Number Carrier 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: ^� X55 o� Sq. Footage ❑ Structure Built without Permits ❑ 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 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. OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by:Amount: '2% 357BIdg SRA Receipt #: Sheriff Date: 11.:)3.04— Other 1•:)3.04-- SMIP Other i 6 3 .3 3 Total REV 7-27-04 If you have questions or would like additional information regarding this process, contact a Permit Application 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 F0RMS161dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The followin§, 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 ❑ ❑ Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! Complete 3 4 plans, or 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. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and 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). ❑ 13—S.anitat1on and site plan.a n iheF:nxironmE_otaLHB,?Jtb_Department_ 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. 6. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Contracto4license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application 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 F0RMS161dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Applicant: Kozloff, Steven Permit 04-3353 Project Type: NSF/Cov APN: 055-350-038 100% 70% Plan Check Fees $ 1,141.88 $ 799.32 $ 1,141.88 $ 799.32 WILLDAN Fee $ 799.32 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other y Butte County Department of Development Services �vT TF YVONNE CHRISTOPHER, DIRECTOR CojO0 7 County Center Drive Oroville, CA 95965 LO (530) 538-7601 Telephone OU14 (530) 538-7785 Facsimile M M TO' WILLDAN ' FROM: Scott Rutherford (530) 538-7160 srutherford()buttecountv.net SUBJECT: Plans Transmittal For Review Per Contract O DATE: 11/24/2004 Applicant: Kozloff, Steven Permit 04-3353 Project Type: NSF/Cov APN: 055-350-038 100% 70% Plan Check Fees $ 1,141.88 $ 799.32 $ 1,141.88 $ 799.32 WILLDAN Fee $ 799.32 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other y T COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT_ SERVICES -BUILDING DIr o ,31sf 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: i1J2. l� ; �7/�/h��7 ASSESSOR PARCEL NUMBER. Proposed Building Use: /V Counter Technician: 72P Date: _ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. o- 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. O 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form �g, 15. Sanitation and site plan approval from the Environmental Health Department in hico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 00 20. Erosion Control Plan Required........................................................................ ........ P10 21 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ , 23. California Department of Forestry plan approval aid. Sent by: K !r ?:9..04- /2.1-04 P 24. Planning approval (A) Use:0IL (B)Parking: (C) Parcel Check:1 i (e a 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... `'► 26. NPDES Form............................................................ ............................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... 0 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier a d Policy Number .......................................... ,. 31. Owner -Builder Verification (-kTVen to owner, _Mailed to owner) ..................... ❑� 32. Letter ofeSignatureauthorization..................Stat....................................... I 33. Recorded copy of Agricultural Acknowledgment Statement ................................. 1 L 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone �D- 42F rte, and hold for pickup. I have been informed,ol'<tlie above items and requirements for obtaining a building permit. Applicant:, �" Date: 1. Index p�rmit application for the above items numbered Plan Check Letter 2. Additional items requ' Contractor, design , as advised of the above data by phone, ❑ mail, ❑ counter, b Date: 0S_ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed y: Date: _ Structural approved by: Date: Note transfer by: Date: o� 023 Yellow: Building Division E.H. use ONLY Plot Plan Anachod Floor Plan Attached V ..e--. Sent to G.D. / TO: Building Department FROM: Environmental Health S17ECZT• Sanitation Clearance v S02L 1 0 -o Owner Location AP# Plan Approv Sewage Disposal >Q, Wa�1er Supply: Public Private e Hold final for: Final clearance O.K. for: IUP1Tl`•.. _ ` 8/96 � • 1 y i;, ,� " r .� 5 i t � - �. , � ,. r �� � �' '� ,�>. �' G �`� .�` R . :. c' s,.•f � t 4 �. '" u ' !CJ"� � �K--gip � Y+ � a .. •' .';:"N`}`•,. 1�kq, lir: .' -t� ..�1;. .«1 5 t�_�^� :�+"�+ice is � � • s, � ," � , �I B010�33573 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER -!KjQ2- 1r4F 36niM PROPROSED BUILDING USE CJS 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ A. P. # tj DATE RECEIPT # DATE REC. q Z" W'Z- 2-2`I-°7 --- Revised Plan Checking Fee... 2. SCHOOL DISTRICT FEE aid at School District Office) (form available after Plan Check) Z 3. SHERIFF FEES (paid at Building Division Residential............ X 360. 0 — 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 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLLA1Y qr FEE 33 '(paid at Building Division) //4,,// to 1 ' Z3 t4- 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt.,j 10. OTHER5&f,p At time of permit application, was advised the above fees are required to be paid prior.to issuance of the permit. These fees may be changed during the Amn checking process. APPLICANT DATE ///03/0 9t - 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) - - 1 " *I 001'Y of Document Recorded 24 -Nov -2004 2004-0072413 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: R 11 Date PROPERTY ERS: .J)fey-en L. zj�f-F l ►��l� State of California County of i3U rip. On_Novemh(.rg?3,aOOY before me, personally appeared_ sok e vz,-� L X o z L c>4 o,,zt T --e r yes e A K07— Fog Dermally known -to -me (or proved to me on the basis of satisfactory evidence) to be the person s whose names i$/are subscribed to the within instrument and acknowledged to me that.lneishe/tLej executed the same in hisAl er/their authorized ca aci ies , and that by his/trer/their signature(s) on the instrument, the persons or the entity upon behalf of which the person cted, executed the instrument. WITNESS my hand and official seal. Signat red—' Seal: MARILYN HAYES U COMM. # 1303360 o 0 y ; NOTARY PUBLIC -CALIFORNIA A.P. # (5'S— 35O t '3 y , BUTTE COUNTY 0 ,ron COMM. EXP. MAY 5, 2005 AND WHEN RECORDED MAIL TO: O BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 001'Y of Document Recorded 24 -Nov -2004 2004-0072413 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: R 11 Date PROPERTY ERS: .J)fey-en L. zj�f-F l ►��l� State of California County of i3U rip. On_Novemh(.rg?3,aOOY before me, personally appeared_ sok e vz,-� L X o z L c>4 o,,zt T --e r yes e A K07— Fog Dermally known -to -me (or proved to me on the basis of satisfactory evidence) to be the person s whose names i$/are subscribed to the within instrument and acknowledged to me that.lneishe/tLej executed the same in hisAl er/their authorized ca aci ies , and that by his/trer/their signature(s) on the instrument, the persons or the entity upon behalf of which the person cted, executed the instrument. WITNESS my hand and official seal. Signat red—' Seal: MARILYN HAYES U COMM. # 1303360 o 0 y ; NOTARY PUBLIC -CALIFORNIA A.P. # (5'S— 35O t '3 y , BUTTE COUNTY 0 ,ron COMM. EXP. MAY 5, 2005 i Title No. 04-305885-B Locate No.CAFNT0958-0958-0003-0000305885 LEGAL DESCRIPTION EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA, COUNTY OF BUTTE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: Parcel A: Parcel 3, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County of Butte, State of California , on November 1, 1982, in Book 89 of Maps, at page(s) 75. Parcel B: A portion of Parcel 2, as shown on that certain Parcel Map, recorded in the office ofthe Recorder of the County of Butte , State of California , in Book 83 of Maps, at page (s) 62, and being more particularly described as follows: Beginning at the Northwest corner of said Parcel 2: ; thence following along the Northerly boundary line of said Parcel 2, North 890 21' 41" East for 230.11 feet; thence leaving said Northerly boundary line South 830 20' 39" West for 231.69 feet to a point located in the Westerly boundary line of said Parcel 2: thence following along said Westerly boundary line 24.29 feet to said true point of beginning . Parcel C: A right of way for road and public utility purposes over Parcels 1, 2 and 4 as shown on that certain Parcel Map, recorded in the office of the Recorder of the County of Butte , State of California , on April 1, 1976, in Book 55 of Maps, at page(s) 96. Parcel D: A right of way for road and public utility purposes over that portion of Parcels 1 and 2, lying within Slope Oaks Court and Prospect Lane, as shown on that certain Parcel Map, recored in the office of the Recorder of the County of Butte, State of California on November 1, 1982, in Book 89 of Maps, at page(s) 75. APN: 055-350-038 CLTA Preliminary Report Form (1/1/95) 0Q PgTMENT / o6vTT� 0 0 AAoavN,�_ 5 UC WCa, Department of 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 1 ACREI Project Description: -SA'4E --A,-,14y /`'014,E Project Location and/or Parcel Number: CtUXY-3-ro —03 8 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 Stone 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: D(,J..J EA. Date: ///Z.?/o 5z 1'r.XvF AZ 4,C1 Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 OW NER�BUILDER�VERIFICATIONg 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. 41. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [X ] NO [ ]. 2. I HAVE [ 3C ] 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: _ 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: 5. 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: * PROPERTY OWNER: S`726.,4 /Ka Z l/cAF * 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 of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile OWNER -BUILDER INFORMATION 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 unlicensedpersons 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. ifv� MicVael C. Vieir4 C.B.O. Ma ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. cf� SITE PLAN REVIEW APPLICATION - Date: ���/�P�� AP# ©�5r �s�- C 3 U Permit Number (if aWicable) 0'-/- 3,353 APPLICANT INFORMATION Parcel Size: �. C ,�_ Q- C V -S Owners Name: -6V Owners Address:(2- Telephone No.: -y-g Situs Address: -20) ��'ii C �� S C,'' A SP Proposed Use: Residential N New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 11 Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval 10 Site PI n Stamped Approved By _ Date D 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.:0 In Date: �¢ ❑ Sacramento River Reclamation District (Approval must be obtained from the CAlifomia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ` `� 0 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 9) , Side Q 0' Side Street Rear a0 1 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 CS Applicable Development Fees: Standard Fees Amount. , Formula ❑4 Fire, � r' ,, _ , ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other S -------------------------7----------------------------------------------------------------------------------------------- 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 ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[—] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 N Subdivision Map/Parcel Map: Map Date of Recording: / / �- Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 7c5' . i . ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa Page 4of5 x x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 /✓O Tf: 7;vE.2E /5 NO Er/OENEC TNA- , Oomcs nc UJATa-Q /s A✓R.0 BCE. z`/.PON v/vE n✓ O/gL L33434-Bum- � MON✓Md'NT h v/oc- Gs✓zeas .03 Plrf 9z 39 ('eXg) 5.eVEYOe'5 CEeTIFICA7M TNig nrwP Ia/Rg PFEPAeco Br Nf o¢ Nca-.e r O RacnoN ANo / Bwg cO ✓PON A � ELO 3 �Lr S✓Bp�dig.o✓ .Ocr ANo Loew� ORO/wf mCM3 OF Jn'f ANt•¢ A �n✓< R. OJ66T Of Q BB¢T E. B/.�/rC6 O✓.¢i.vG � ay /9H Z. / �.CEBY SIMJS n✓wT 7)Y.ca PwY<fy M.rI 3✓Bg 7)or✓>/A[LY GONFo.¢..,:! 7L 7sY ApPRO✓EO 4Q LONA/T/ONA<LY APPRO ✓�O �-°'N>w`T✓G lit WAD /t VIM, T• G/PO NCo)T-LS 3434 �."•fai COUNTY I9f/CVEYeQS GEIeT/F/GATC � QUI" TN/3 w/wP CONFOR.,�g W�JTI )2b .Q60(/�Q6 MEs✓1S O/ S BPoJ/J/oN MAP ACT .P.rp LOCwG OQOiNw NCf Tal 7.rwrs Jiinr La+r OF OI ro.iR /982. sNwT Fb.¢!'roN OF .SCOPE OgLs Co✓R:T A.✓p GXOgP2T Lq.✓f 9NO.JN 77vc NEA✓r ar—pEe 4INC3 ANO OFFERED F pf0/LAT)ON ARE NOT ACL¢PldO AT JIY � 7Jw,f. GO✓NTY S 4 EYOR CE /�Z Z� - 0 F°r o 1 e1 Location Map R. U.I. Scale I I"aloo' OWNGe 5 CERT F/CAT£ R.✓ O✓MCLS CERT/FiGw YE /3 Bt/N6 CONU/RQC )Y.Y .Q(-[ORACO /N >N OFFicc of NC BO>•fS C. [/NAY .ef GORDGP O/✓ �'. / .F /9BL ✓w cYL /9B2 Mwo3 AT TALC _LZ AT T/k' RCOuts> Of A,A)�— O?- 6./n✓ Agsoc/wres . x575 'L7'Z9 47 �ry GGER.c- 2EL� 35.62 2 ,\ cEv ry 55.E 6O'NON-ErCL✓J//Jf ROwp ANO R/B4( /rY E J[:'MENl A3 O C \D Zo40- oR• / 7 ZZIO-eR-OB7 /RIp ptp/C/fTiON /✓O/L5 SAJ/J OF BEAE/NLS- NoQ1N L/NE OF OL[EC Z OF B'J-P/ -4L J.[�o..+N AS N89'2/'4/•E O v Qp/OlCS FO✓Np CORNEQ AS sy0ulw/. +- DENOTES FOVNO / - /� RIC LS IB43 AS RY p -,- P6./eTcs ser 34' /Q v/Pr es 6634. (P,)� LWo>Es ogno As vice ea-oi -6z, CQ) � Pc./oTa OATH As >D� SS -O/ • 96. CP� OCNo7t;'g P.n AS XftM TOML /7.eEA - /5. 038 Ar. PARCEL MA P FOR ROBERT E. BLAKE Being Parcel 3 of 55 P/M 96 and Being a portion of the NW %a of Section 33 T. 22 N. < R. 3 E.-mnaik Butte Co., CA September, 1982 LI PPINCOTT-GUTH ASSOCIATES ENGINEERS* SURVEYORS + PLANNERS 1007 BILLE ROAO RQ 60% 671 PARA019� CA 93969 PA. 916 /877-1300 877-6677 81-08-39 1 W I LLDAN `J1/ Serving Public Agencies February 22, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.wilidan.com Willdan Project No: 14353-1272 Jurisdiction Job No: 04-3353 Assessor's Parcel No: 055-350-030 Description: Kozloff New SFD Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies sheets 1 through E-1 dated 09-20-04, by Lincoln Logs, Ltd. ➢ Structural Calculations: Two (2) copies dated 11-20-04, by William Hiltshcer P.E. ➢ Energy Calculations: Two (2) copies dated 10-06-04, by Elizabeth Smithwick. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the page to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise,all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part.3, known as the California Electrical Code and abbreviated herein as "CEC • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as ``CPC" • Part`6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as `, CECS" CODE ANALYSIS i Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is not consistent with that shown on the -Butte County permit application. Butte County may decide to recalculate the building permit fee for this structure based on this new information. Type of Type of Sprinklers Stories 151 Floor 2" Floor Total Sq Ft Occupancy .Construction _ Sq Ft Sq Ft 11 01 .. V;N 1 No 1 sMEN 1347 iii&M.sEAc , 708 2055 R-3 Covered V=N No 1 1227 601 1828 Porch , i CONDITIONS OF APPROVAL t 1. Approval is contingent upon the review, requirements and approval of other .departments and/or agencies that have jurisdiction over this project. f 2. Revisions and/or notes as red -lined on the plans. l , 3. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. t 1 DEFERRED SUBMITTALS Our plan review reveals no. deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. i Sincerely, Isaac Kuster, Gordon Wright, P.E. Plans Examiner Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Steven Kozloff, P.O. Box 2792, Paradise, CA 95967, Email: stevenk226(i0hotmail.com Page 2 of 2 County cif Butte 'Penni.t .Number 04-3353 Wil.ldan P.roiect Number 14353-12721 1�r , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �I� �` �/ s C: Building Department No. A.P. Number t"o) 5-5—P 3r1urisdiction: City County Property Owner //- O .F� Property Location/Address Subdivision Lot No. Residential Development 0 Q No of Living Mobile Home Units Installation Commercial/Industrial Q New Building DepartheAt Representative 0 Additlon .......................... .......................................................................... Sq. Footage Addition) 'Supplemental to (Group R) Conversion Permit # *(No foundation Inspection) :....................... .......................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date Distri t Id ntfication.No. /� �a2l�J School District certifies that (Applicant► (Street (State) has complied with the requirements of Resolution No. representin ,g square feet. y/O U • , (Phone Number) (Zip Code) by payment of $ 2926 $ FULL MITIGATION $ Date ` Paid by Check #/ Remarks: Notlos: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(x), within 90 days from the date fess are paid. Failure to submit a timely wit n protest wlll'prohibit you from challenging the Impositlon of the fess in any court action. If. subsequent to the School District Representative signing this Bulls County Schools Impact Fes Certlfiation Form, the School District Is nottiled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to addMonal school fan to fully mltigate.Hs impact on the school dlstrlefls schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmm N ]BALANCE OF FEES SHEET DATE:'" PERMIT #: U� ASSESSOR PARCEL OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($l or more) $ DRAINAGE $ BASIN , BC RESIDENTIAL IMPACT County Wide Chico Urban El Medio North Chico Specific _ $ WATER -TENDER FEES $ BATTALION # FEMA $ SMIP OTHER $ RECEIPT NUMBER(S) `� M 0virandStr'ucturat Enginccrti.ng Scrvimv 12384 E. ARIZONA DR. • AURORA, CO 80012 • PHIFAX (303) 745-9825 To: Butte County Building Department Attn: Philo Hunt Re: Kosloff residence anchor bolt spacing 04 — %j 3133 I have attached the required detail showing the through bolt in a log wall. I have also attached the calculation for the anchor bolts for shearwall #1. Bill Hiltscher, P.E. Project Engineer .Cloud Castle Engineering, Inc. O QPOFESS�0 \v s�Z G, ¢ 3 No. C61493 M m EXP. 06-30�, % m s � �qr CIVIL of CAL Fo� ©x-33 S3 BUTTE COUNTY BUILDING DIVISION APPROVED 101101or 14 A AfoAl o sv -3 49 o -n-4 R 14 LJA3 i' LL -04-133 Kosloff Bill Hiltscher, P.E. Anchor Bolt Calculations From NDS Dowel Bearing for 1/2" bolt on 2" nominal PTDF sill plate 1/3 increase for seismic loads allowed = Shearwall #1 requires 240 plf 707/240 = This is the capacity of the anchor bolts for shearwall #1: 530 lbs 707 lbs each 3 ft o.c. 36 in o.c. i i_ if FACE OF CONCRETE TO CENTERLINE OF ROD IS 1 3l4" 3/16" THICK x 3" SQUARE A-307 STEEL PLATE OR BETTER. . II II 3/4" DIA. A-307 STEEL BOLT nn II II / II II II I� ii ii I /3/4" X 7/8" REDUCING CONNECTOR 0 &M, .1m 3/4" DIA. "ALL THREAD" STEEL BOLTS AND CONNECTORS ARE PROVIDED FOR LOCATIONS SPECIFIED ON THE PLANS. LOGS MUST BE PRE -DRILLED WITH A 1-1/2" DIA. HOLE (BETWEEN LOG TONGUES) AND FITTED OVER THESE BOLTS. ADD BOLT SECTIONS PROGRESSIVELY AS LOGS ARE STACKED. AFTER TONGUES ARE REMOVED FROM THE TOP COURSE, INSTALL A 3/16" THICK x 3" SQUARE STEEL PLATE OVER EACH BOLT AND TIGHTEN TO MINIMUM 74 FT. LB. TORQUE. RE -TIGHTEN ALL THRU-BOLTS BEFORE WINDOW & DOOR BUCKS AND INTERIOR PARTITIONS ARE ATTACHED. TIGHTEN BOLTS AGAIN IMMEDIATLY PRIOR TO INSTALLATION OF INTERIOR LINING. C THRU-BOLT CONNECTION e �7 'ivitand,5tructuiaCEnginceting Sci•t4ccs' t t� 12384 E. ARIZONA DR. • AURORA, CO 80012 • PH/FAX (303) 745-9825 To: Butte County Building Department Attn: Woody Townsend . Re: Kosloff residence anchor bolt spacing The section on sheet 10 of the plans calls out Wall #1 on the pony walls. The anchor bolt spacing for wall #1 is 36" o.c. The anchor bolts must be reset at 36" o.c. instead of 48" o.c. I've attached a detail of the P-1 to SSTB28 connection at pony walls. Additionally, Philo Hunt indicated the need of more detail for the PHD6 connection downward. Here is what is to be done: 1) Mark the locations on the foundation stemwall formwork where a PHD6 is indicated on the upper floor on the plans. 2) Place an SSTB28 at that location per the manufacturer's instructions before pouring. 3) Add the coupler an % rod as if it were a P-1 per the shearwall schedule. 4) Do not stop it at the stop log. Extend to the PHD6 above the bottom plate on the second floor. 5) Place a PHD6 on the upper floor per the Simpson standard detail. 6) Tighten nuts and double washers to the P-1 allthread and the PHD6. Bill Hiltscher, P.E. Project Engineer Cloud Castle Engineering, Inc. QpOFESSIO_n BUTTE COUNTY Ic BUILDING DIVISION *s APPROVED �qTF f or t .. LOG WALL RIM JO15 LPT4 PER FDN PLAN 3/4"x7/8" REDUCING CONNECTOR 55TI528 3/4" DIA. ALL THREAD ROD (THRU BOLT) WHERE REQ'D. PER PLAN STARTER COURSE " APA RATED SHEATHING TJI FLOOR JOISTS "51MP" A35 CLIP5 AT 48" O.C. OR PER 5.W.T. P.T. PLATE ANCHORED TO FND. PEI 5.W.T. CONC. FND WA -EL PER FND PLAN LOG WALL/PONY WALL THRU-BOLT DET.' -(G) Page 1 of 3 Hunt, Philo From: Hunt, Philo Sent: Monday, October 03, 2005 9:39 AM To: 'Bill Hiltscher' Subject: Kozloff,� Bill, The instructions you provided for installation of the holdowns is clear and are acceptable in lieu of a detail. Please provide these instructions via a signed and stamped letter and provide a copy of the calculations that you performed verifying the anchor bolt spacing. Please also provide calculations verifying adequacy of the pony wall framing, sheathing and nail spacing. I also need a signed and stamped copy of the "log wall / pony wall thru-bolt detail". Thanks, PHILO HUNT, P.E. PLAN CHECK ENGINEER BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE, 'OROVIL.LE, CA 95965 PHONE: 530.538.7541 FAX: 530.538.2140 From: Bill Hiltscher [mailto:cloudcastle@comcast.net] Sent: Thursday, September 29, 2005 4:22 PM To: Hunt, Philo Subject: RE: Kozloff I've perfomed calculations that would indicate a 44" spacing would be acceptable. But since it is still not the 48" o.c. that Mr. Kosloff has ready for pour, I'd say we stick with the plans which show a 36" o.c. spacing. There shouldn't need to be any additional paperwork on that since that is what the plans show. I've also attached a detail of how the'/" allthread has a coupler to connect to an SSTB28 anchor in the middle of a pony wall. This should be the detail regardless of the height of the pony wall (within reason). I'm hoping that a statement in a letter will be sufficient for the connection of a PHD6 to the P-1 in the log wall (it would be a cumbersome detail). Here's the description: 1) Mark the locations on the foundation stemwall formwork where a PHD6 appears on the upper floor. 2) Place an SSTB28 at that location per the manufacturer's instructions before pouring. 10/03/2005 Page 2 of 3 3) Add the coupler an W rod as if it were a P-1 per the shearwall schedule. 4) Do not stop it at the stop log. Extend to the PHD6 above the bottom plate on the second floor. 5) Place a PHD6 on the upper floor per the Simpson standard detail. 6) Tighten nuts and double washers to the P-1 allthread to the PHD6 above. Will these instructions be sufficient to give a go ahead to the construction? Were these all the issues on this job? Bill Hiltscher, P.E. Ph (303) 745-9825 From: Hunt, Philo [mailto:PHunt@buttecounty.net] Sent: Thursday, September 29, 2005 3:05 PM To: cloudcastle@comcast.net Subject: Kozloff Feel free to e-mail your response to plan check comments. You can mail wet stamp copies of revisions later -after we review and approve them. Thanks, PHILO HUNT, P.E. PLAN CHECK ENGINEER BUILDING DIVISION 10/03/2005 s.CTORY INSTALLED FIRE 1 SYS-rEM 822.96 JpFIRESS10N I Proposed Remaining Shrubs Approx. Stream Location 100 ft Leach Free Zone from Stream Pine 1. sliffirZ Pine Proposed Remaining Shrubs Pi 9 SITE CONDITIONS - NOTE FOLLOWING MAY BE REQUIRED IF ANY OF THE T SHOWN ON THE REFER TO CALIFORNIA TITLE _25— ENGINEERING M OBSERVED AND NO S_- SKIRTING SHALL NOT SITE CONDITIONS ARE O ROVED PLANS: LOPES BE INSTALLED UNTIL ALL UNDERFLOOR APPROVED i • EXCESSIVE S INSPECTIONS HAVE BEEN APPROVED FOR • EXPANSIVE SOILS LOR FILLS MANUFACTURED HOME Pfop01 • EXCESSIVE CU Remai • ALTERATIONS TO NATURAL GEOGRAPHICAL - NUSUAL SOIL OR Shrubs OTHER u �- � �Approx Location of \ � r.n1�lnlTln^'G ��POWer Line . Pine Z// Proposed / Remaining Shrubs ' Large Pine - Septi Tank Leach Lines / 200'total ` 143.19 231.69 PLANNING DIVISION - BUILDING PLAN APPROVAL Use, O W-� Date: Parking: Landscaping: Other. Signature- "NO CONSTRUCTION IN 1 \ EASEMENTS I 100 ft Leach Free `\ ALL PORTIONS OF STRUCTURE TO Zone from Stream BE OUT OF EASEMENT -INCLUDING S FOUNDATIONS WALLS General 634.31 Slope Direction Pcl 1 Avg. slope 13-14% Residence \\ �Aprox. Location Shrubs 133.10 20.00 Repacement \ Leach Field Residence Water Line Proposed Shrubs X8 Remaining .33 Shrubs -Driveway Slope Varies 7-0 % Gravel FOOTING , 1 EAVES AND ROOF I I -0' Buiding Setback 30.00' } ' 20.00 \ Slope Oaks Ct. I ADPROVED 3.00 30.0020.00 50' guiding SetbackK\ Real state sign ProposedN OTE: Water Tank -60' Non -Exclusive. and Public PROPERTY OWNER 15 RESPONSIBLE FOR Utility Easement to be Reserved In Deeds and Offered for Dedication DETERMINING LOCATIONS OF PROPERTY LINES W@IJ AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND S AN SEE STRUCTURE EASEMENTS. A SURVEY MAY BE REQUIRED IF D ALL COVERED DEEEDING 36 % ' SETBACK ATTACHMENT DETERMINED NECESSARY BY THE BUILDING OPEN DEpIGs EXG AREA WILL ! FOR SLOPED BUILDING OFFICIAL. SQUARE FEET IN p` BUILD PERMIT SITES REQUIRE PU1LD_ SEE ATTACHED 1 CALIFORNIA HCD j NOTICE OF I EMERGENCY ACTION ' CALIFORNIA CODE of a REGULATIONS TITLE Requirements as amended by the jurisdiction apply to this project A K Of L Off BUILDING PERMIT# b Q- 1`24, pGGFSSnR+S PARCEL# -i �JYY t tom , (� �_ ' 1t� 1 Fi ��N� • • i1c, LANDINGS AT DOORS SHALL COMPLY WITH 2007 CBC SECTIONS 1008. 1 .5, 1009.4 & 1010.6 Pcl 3 _ -, ,COMPLY WITH Z007 CBC 7A, CDF/ CAL I FIRE APPROVED MATERIAL REQUIREMENTS SEE HANDOUT FOR CURRENT INFORMATION ON APPROVED MATERIALS FROM CAL FIRE / CALIFORNIA I DIVISION OF FORESTRY 1 -or-burre,- store•or calttorinla. Pcl 2 THE 2007 CBC, CMC, CPC, I 5'01 ^ C, CEC, AND 2005 CALIFORNIA /y ENERGY STANDARDS AS Zoning FR5 AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. � scale \ 1"=100' I I I I I I I200 IIIII A SIEVE KOZLOR — 1- ...�soesnrLc Parcel it -055-350-038 CHECKED - ENG APPR. GRAF X —F PROPRIETARY AND CONFIDENT [MFG APPR• APPROVED PLANS AND ILE COPY THE INFORMATION CONTAINED IN � I R.A � DRAWING IS THE SOLE PROPERTY C PERMIT SHALL B E ON SITE 1 dNSERT COMPANY NAME HERE. I REPRODUCTION IN PART OR AS A 1 FOR ALL INSPECTIONS WITHOUT THE WRITTEN PERMISSION {{R�' dNSERT COMPANY NAME HERE 1; 1 PROHIBITED. ' - - I -. - - � WEIGHT: _iSHEEI'�OF 1 REVISIONS ZONE REV. DESCRIPTION DATE APPROVED NEW A ReICOfIOn Of HOUse. Dfi,e, SepfiaWefl 572-04 Steve Kortoff B Documenting as built septic and v+ef 304 Steve Kozloff "NO CONSTRUCTION IN 1 \ EASEMENTS I 100 ft Leach Free `\ ALL PORTIONS OF STRUCTURE TO Zone from Stream BE OUT OF EASEMENT -INCLUDING S FOUNDATIONS WALLS General 634.31 Slope Direction Pcl 1 Avg. slope 13-14% Residence \\ �Aprox. Location Shrubs 133.10 20.00 Repacement \ Leach Field Residence Water Line Proposed Shrubs X8 Remaining .33 Shrubs -Driveway Slope Varies 7-0 % Gravel FOOTING , 1 EAVES AND ROOF I I -0' Buiding Setback 30.00' } ' 20.00 \ Slope Oaks Ct. I ADPROVED 3.00 30.0020.00 50' guiding SetbackK\ Real state sign ProposedN OTE: Water Tank -60' Non -Exclusive. and Public PROPERTY OWNER 15 RESPONSIBLE FOR Utility Easement to be Reserved In Deeds and Offered for Dedication DETERMINING LOCATIONS OF PROPERTY LINES W@IJ AND EASEMENTS AND MAINTAINING REQUIRED SETBACKS FROM PROPERTY LINES AND S AN SEE STRUCTURE EASEMENTS. A SURVEY MAY BE REQUIRED IF D ALL COVERED DEEEDING 36 % ' SETBACK ATTACHMENT DETERMINED NECESSARY BY THE BUILDING OPEN DEpIGs EXG AREA WILL ! FOR SLOPED BUILDING OFFICIAL. SQUARE FEET IN p` BUILD PERMIT SITES REQUIRE PU1LD_ SEE ATTACHED 1 CALIFORNIA HCD j NOTICE OF I EMERGENCY ACTION ' CALIFORNIA CODE of a REGULATIONS TITLE Requirements as amended by the jurisdiction apply to this project A K Of L Off BUILDING PERMIT# b Q- 1`24, pGGFSSnR+S PARCEL# -i �JYY t tom , (� �_ ' 1t� 1 Fi ��N� • • i1c, LANDINGS AT DOORS SHALL COMPLY WITH 2007 CBC SECTIONS 1008. 1 .5, 1009.4 & 1010.6 Pcl 3 _ -, ,COMPLY WITH Z007 CBC 7A, CDF/ CAL I FIRE APPROVED MATERIAL REQUIREMENTS SEE HANDOUT FOR CURRENT INFORMATION ON APPROVED MATERIALS FROM CAL FIRE / CALIFORNIA I DIVISION OF FORESTRY 1 -or-burre,- store•or calttorinla. Pcl 2 THE 2007 CBC, CMC, CPC, I 5'01 ^ C, CEC, AND 2005 CALIFORNIA /y ENERGY STANDARDS AS Zoning FR5 AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. � scale \ 1"=100' I I I I I I I200 IIIII A SIEVE KOZLOR — 1- ...�soesnrLc Parcel it -055-350-038 CHECKED - ENG APPR. GRAF X —F PROPRIETARY AND CONFIDENT [MFG APPR• APPROVED PLANS AND ILE COPY THE INFORMATION CONTAINED IN � I R.A � DRAWING IS THE SOLE PROPERTY C PERMIT SHALL B E ON SITE 1 dNSERT COMPANY NAME HERE. I REPRODUCTION IN PART OR AS A 1 FOR ALL INSPECTIONS WITHOUT THE WRITTEN PERMISSION {{R�' dNSERT COMPANY NAME HERE 1; 1 PROHIBITED. ' - - I -. - - � WEIGHT: _iSHEEI'�OF 1 ' .. Varies - Oa/ Max. 1 .. , 2,_0, 71-0"o.e.-Max 7,_0„ox. 2,_0,• A. te...° ' ' Typical Sldowall Anchor Bolts. - �. Construct IB" z 24'(Igin.) SIB' x 10' w/ 3" x 3- x 0.229, Plato I' ' Crawlhols WIX 20 0/ I .sax - E - washer at 6' O" o.c. max for roof Plumbing "'l{{---- C.O. r •A loads to 30 PSF; At 4'- " o.c. l (Location May Vary) I I I I .� ` cna, •" I «' ' o.. N . __________________________-__-_---_- _-__--__.) max. for too/loatla 30PSF a. s.el•t',. � - 00 1 a I___---_-_----•_-_-_______________------__-_-_-__--____-_------_ to BO PSF ,_ I • IZMA rte_-_-- _ _-___, I _ T > I I I a / I / - (F ' I I x• vr'«,a rw •mmn,, r.. T.. xai s. Hod'. axe l('L•: Non a u,,,e .•a p•ma a Run Aa' .ru. ui oX. ) � com,au°n iso alewric:/ � NI:°oi':000= °I I LL I ALT. 19' DIA x 6"! C-1 Beam ` \C_� I I DEEP CONC FTGS: Seal MIN. IO OA. 'Lhud and L4Dd°E IB " DETAIL I n) '� P 1,e,CA.8. SEE DETAIL Phr Bated' d P all. V9"DlIT•Pln) I A I 1 Mm.al4000. ve „xs"A.Q z m S Distance 6 Distance 5 Distance 4 Distance 3" Distance 2 Distance I I I Mo ul_E FOOTING (AILIA D,I.e Put n.ls. K o ' IWIDTH SPACING" •"'T' ,.'Y , y c > I �_� IF (E) (D) (C) I (e) (A) I • I" IV -10" 6'•0" , .. r11 I 1Y-10 e• ' I I 131. 6 B'•0 2 y6 IL-1. C ' h. Ya'r Wa°n 8"Da.P �I I 1 {II Ra'•° a -�11 t "V VMv 2/�08/n.Y1 - a.R3IB-O8 RW -a• 47 C0p1,P•-LP ,.v Rc.. 7o zRa•7els>r I I I I .�:A. ..: .... F,a. v.,l,.. s.. Chari P a '1 ' I �' I L_I I . I i3'. 1D" S'-0" .,.., T,F •:.:. -.: ••.. CWiad u• Foen^e 3 3 > ' I Rldga Be -10 4'-e'' No,uts re«nMWx... I _ a SUP 1.1!_ I ' 'esa. Path. -Si. Chart I 0•r••nMen LW a ` See Chart I AIL 29"Round I ' I r '7 • I AIL 12 Wide a 6" All. 12 Wldr x 6" tI1 8 > I I f 1 - I _ De.PC tlnvoaa D••D Contlnuouc�- r- I (Pomnei «/Cn I° (Porollel r/Cnvnh ,. ;'I1 W I-eaaml r/2- 4a tl W , -1 I I I 1 I e■ I-B•om)w/2- 9•a x C T I .1-� a a a a I _J j. l I HA k. ALT. C SSIS' AND RIDGE BEAM SUPPORTS SECTION D D MULTIPLE RIDGE BEAM SUPPORTS z ' - « 1 I' Distance 12 Once IIB Distance 10 Distance 9 Distance 8 Distance 7 i W Hitch- End at.e. (L1 lK) - � 'I I I .�- I_ I.j a - CZ 1= - I I' a I a I .. I a I I L I I 1 Eal•Inw E.Lsm:a df e- H(4'a NOH. FIN JOIdT 1- V e I 1 I 11 I �1 Floor Jonl J r' L_ J Endwall,Anchor Bolls: ed a14"QC. Flora M.N. 1 ------- PP.- _ I Sae Endwall Anchor Boll Chart Ridge Bsam�l =-=_== I For Number Of Boltel ReO'd. Trlm Supports .- - AIL l II - Along Endwall, - EQ 4•o.Q._______See OhDrt- I - I Ya4 BWPIWnen NecwiaP.T t V��r•-'7 IInmMm N°rapam"1: - Nan mRlm dab, wnea of le oc:. PIy sad, •. B min. 1Bd ®T2'o:c:PerimetefOf Ya4 To, ITpaMNautoehy.or Double Wide I C I I I I C 1 Opt;ef6' IMin.l ADA Rn Yffd Ptm JoLI V/160 a, I6"a.c. I ( I I I 1 I I I QRrwd. she ux,p ed's IGNV.I-@ 12. O.C. 2 x 4 Pressure Treated Foundation Grade I 1 I Wtl jo.o.raua ;. ed .. Pola'„OE-2a4S al IB"O{. e I.I �J' I 1 I tl L_� I I I •u•O.c. Raa YN•.. ,o•A.e.«e• o•o.Q ea's toe v.1®6 O.C. . Lumber,0.40 W W(See Press.Troated Lumber totes) V 0 1 II II I1 I . I. te-r" W«,« 5IV0. 10• A.B. S. xY TYPIeOI CAoesla Supports- II I I I I ' dd vl seoe -� Ya4 P.T. R 3" x 3" x 0.229 wesnar ' (Studs at 16"o.c.) 4. o I FIT Ion Ready Units I II ( ! Cona.6lemwall,o Must Hate Piers Placed /,� - See Details II 11 I Nol'e ? Within 2-0° 01 II II I I 11' Endwall{ I I I Cm E"011 elm..1 Gblmp siding and W1,11 2 Be, «,e II I1 I I I UNLEst SDINGnHELDBACXIS,.GmvW11-41 t ,. I I I I I 3'_0„ I . `e L_J 1 I Vent �� • ____J at Corners - 7 STANDARD OPTION BACKFILL OPTION --------- .SidawaO Anchor Bolls. '? . Endwall Anchor Bollat Varies. A WVx 10'wf 3"x3"x0.229 plate_ Provide Venlildtlon 01 ., See End wall Anchor Bolt Varlee ' 1 Sq.F1. Par Each 150 SIDE WALL CLOSURE OPTIONS CAurt For Number Of Bolts (Offset May Or ay Not vvashor at 6'-0"o.c. max lar roof (011eel May Or May Not Sq. Ft. Of Underfloor Req -4. Along-Endwall Occur Depending On Model) --Ioadsto30PSF; At4'•0'o.c. Occur Depending On Model) Area - -•/ , max. for roof loads over 3D PSF This Foundation Plan IS For A: tb 80 PSF IF HORIZONTAL LAP SIDING IS TO BE INSTALLED ON THE EY)UND PION K WOOD FOI.1Y WALL FRAMING, AN UNDERLAYMFNP OF MINIMUM 3/8^!APA 't,nuN room. sHaa�� rw,wn Ed @4•o.c.• ❑ -Double Wide ❑ -Triple Wide RATPD S6EATHIt1G. 24/0, EXPOSURE 1, SHALL FIRST Be INSTAL(ED ne«Ata FOUNDATION PLAN THING SHALL BE INS R °•• ^'•°'M• AND FASTENED TO THE STUDS Alto PLATES AS SHOWN IN THE DETAILS FWNDAWALLHFA PALLED ON ENTIRE PERIMETER r •. > r«e uw All - .N.T.S. -FOUNDATION / e ,; e<. 1 I r•e, o,.,r . OR ROOF LIVE LOADS TO 30 PS (lain 1•$ - aaN'ou'7 AT ALL h1FOD HOMES OVER 10FEET INLENGTH. SHEATH P1=1 � 9FBWIL1e/$ ,. are• Ixm.t A.A "•"°. I ti oa INSIDE FACE OF STUDS OR ea+ aw., 6 ,r o.c. J ' p.end PRESSURE TREATED ENDWALL ANCHOR BOLTS w/PONYWfU1 FOUNDATION Note: .� Ntl.a. en«'ma •n..a•a. v, ., ••o.c " wrer.0•-o.c. Ede••: I �•, eaaxnn• UNDERWYTF�EX77SRIOR va--o-A...A 2 x 4 Pressure Treated Foundation Grit. LumberG 01EW MANUFACTURER'S INSTALLATION Ridge Beam Loads And Distances To Support Locations Are Obtained From s 1s • o.e. nae. cw. N,. m'L •u.,u.a - HARDBOARD SIDING WITH! ms'• r.nut- saw 1 LUMBER NOTES: UNIT TOTAL NUMBEROF'Ir ANCHOR BOLTS, The Manufactured Home Span Chart. dre•la.,o•A.e.• - IA wi-'���cwnh,.. Hca APARA•IEDSFLATHINO24,V. A. %,�.• t. s:. lvi,^ `(See Press. Treated Lumbar Notes)(Sluds at l6' D.C.) LENGTH EACH FJJnwruL INSTRUCTIONS SHALL'''BE A PART' .,-,y,^ Px• w.a,., •' l cn �r Iz' • / wr. ' RIDGE .BEAM. SUPPORT LOCATIONS 2 AT AIL CON ACTS. "oc . « o r e.e A u.a Where lumber is cut after treatment, the cut z-mDE xOUE a -WIDE NOME OF THIS FOUNDATION PLAN :-r«x>n, s.n, pT Au. COrrEpcl'$. r^'^'ea • , surface shall be brush -coated with not less : UP TO 40'-0' s T - R•a° ' " - R•°w•e a, REAR F E D .0 B A FRONT MODEL Nole: ' .- SHEATH INSIDE FACE OF THE STUDS than 3 percent solution of the same preserv- A 40'-r w 50'-0' e s c.,i oO a,o.a " • 1 ' olive used in the original treatment; or shall be DIST. ol.n saw... wNn • fli1« °i:u " ALL LENGHTS OF HOMES FOR ROOF j 5o' -I' to 60'-0" , 10 Reid treated in conformance With AWPA standard I RIDGE BEAM SUPPORT - Ano Sall A.•ea ,red a. ac M4-80 using a 5% solution of Dentochlorophenol, 60'-, to ,o' -o' s u LOAD era 6n... u., xa, •n SNOW LOADS OVER 30 PSF TO 80 PSF ,a•_,• 10 eo•_D• ,D „ FooTINc s1zE STANDARD FOUNDATION -READY OPTION BACKF,IL� FOUNDATION -READY OPTION 4. Coppor naDhthanola cbntalnin9 a into. of a 2% _ FTG. copper metal, a or eolulion of ACA, CCA 1 ' . 2-vnDE NOME }mDE MODE e.uns .h, l« un REAR L K J 1 H G FRONT types A, 8 or C, oro 5 % solution of FCAP or a p. s.r. ACC; or creosote In conformance with AWPA uP To so' -o' , 10LOeO standard M4-80 paragraph L811. u 1000 PSF 1000. 1500 DIST. to - j W-,' Io Go' -o• to 14 . Y - "Dial 3,000 20•¢24" 12".24" LOAD •- eo'-1•to,o'-o' tY ,T -3* Dia 4000. 24"S 8x24 ca„w t.,.,w a.w �• FTG. oh . 6•n,. Fasteners shall be stainless steel or hot -dipped ,0'-1• to eo'-O' „ ,e '� Dia .5000 2 x32 . 20 x24 I 0) galvanized. Hot -dipped zinc- 6,000 be nails shall - • •9'Dia i °u:: i':"' r�Y S --- Q 6000 24 x36 24 s . �1J Z be coated offer mOnulaclure to their final forlty '•0' Da 7,000 28 z36- 24' 28' ry„cr FOR ROOF LIVE LOADS 7030 PSF Alt 7/IB" O_ including Pofnlinq, heading, threading Or '-3" Dia 8000. 32 x36 29 x32 {,-DI56�6 'kjjs 5 tjLl.4 R 1.3 •Dis1.2 Dlst.l a.. me.os. �r.ec.,na.ga. iii• AT ALL MFOD HOMES OVER ,(min.) !� min.l\p. P.4(IT sod L.A.P. F - twisting, as opal lcable. Elocirogolvanized or ••5" Da I F ( E ( D t C I u t A n•1e 1n•,•a'x"�•^^+ •� '"I' SO FEET IN LENOTH. SHEATH BT.Ua >o rJoit,.a.r V O 9000 36.5. 29 z36 oR,. na-tMaJArA R.,.e .r rN„.,,«..n•.•ro r.r.A `1 mechanically plated nails or staples, and hof- •_7• pa Q n "a an. aaa„, ., Ir oc INSIDE FACE OF STUDS OR Ply'Wd., 10000 36x90 28x36--$-�-�� •,M^o '"„ 6J.l.,uv.Yr w'.,. Wnd urntV°lo•9�aie. dipped xina-coated staples shall not be '•g' Da same•.®4-o.c. ed4•• t,em. tm ma, UNDERLAY THE EXTERIOR as! a - e P9'A,• Ix lid ermltled, Stale., where permitted under 11000 36x49 30x36 .'+x•o,e. nae. f„ rn nu.xce.'+ 'NARDBOARDSIDINGWITH7/Ifi 9�'• (...> N C D D P • -II'Da a Hitch r -e, c, 2 x 4 Pressure Treated Foundation Grd. Lumber, A• N O this report, shall be stainless steal types 309 - 12 000 36 z48 32 x36 •h L 12 Dis.L.11 t=at i0 y,Dis1�.9 �D1'd�8 {-Diat-.7 End He-e.,o• •.e. • tD'a , v, ;, o.',Iv°i"x APA RATED SHEATHING 24/0, ti;i,:. ' "-' (Soo Press.Treated Lumber totes)(Sluds at 16 o.c.) Z to 1 L ft= 1E I J 1 1 ( H 1 G -T r.i',om•w«nr-'1�pc , y V orad 316 as defined by the AISI alassilieation. a.. maw e.0 ee«. Jf _ EXP. 1. NAIL W/2'nd Qo 4.O.C. " 1YJ c.-.`.` It, ,+ me•0, 1o••.n• O O AT CONTACTS. L w«,., HOMES OVER 50' IN LENGTH WITH A ROOF' R;aa. ^• • .. ::�E,w.a , f.7 J Q [' dg!SE , SHEATH INSIDE FACE OF THE STUDS «e,r, W SNOW LOAD OVER 30 PSF REQUIRE c«e"mle.n.molca,l. I-�-{ i•'..'::".L'a"1:'x.';.° .R h'L,� an.nr., W _J U U • P ALL LENGHTS OF HOMES FOR ROD^ ,'.�� --3x4OR 3 x 6 FOUNDATION SILL PLATES �{ n°Do de�niJo.`c. avW4 nut •'"'!'c'"'', SNOW LOADS OVER 30 PSF TO 80PSF " beau OQ Z Q - STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION -READY OPTION Oa U) I� AT ROOF SNOW LOADS OVER 30 PSF ATLU N HOMES OVER SO IN LENGTH, SHEATH THE 1u, 0 - LL INSIDE FACE OF THE STUDS, WITH O N Z E.I.MS E.iedorswlnY 7/16• APA RATED SHEATHING. NAIL SECTION C - C (ENDWALL CLOSURE OPTIONS) _ Q Tri .. Wl Ed AT 4" CC EDGES, 12• CC FIELD n.ts. rYld lneratl2 ev Be. - Cloture rl M..1 S,e Not•Del^w Metall (ale lT_ fYld m.MllGbwI. a„ -«B. .81- , ' •' GENERAL NOTES -' ENGINEER STATE APPROVAL M,NnEmrbrSMmO • See SM...11 Cwwr. 2. BIL'., e Gelall Wtden Tar L°+.lure -Trp• L THIS FOUNDATION PLAN a DESIGNED TO DE USED s6npeon Tp4B or Eau,l 21' Mn. 4 CCN. ) WITH Wo -D. HOME=- - DRAWN •Ecco M.Iw aM• 45"moa. �'J '• B',9"x16'NL2.1AN.M.tal Pl.r)-TTP Lea,Uen a e' %!fXm'0.8 a172"OC gal ]0"P.L Wbod Pod 0�4o GDOur+O (A•%A4T P.T. Pod.(AI,:aD. ogre. Pod) 12"SG' MAKE: ) - MAMRACTt1RCD nOND/x40m1E coxa' '�'�• 4 Vart. a, 1H"ac.- ./B�Dep GrmdlGrOral Mor B• OMNad , g:mrd 1°I°' °• MODEL' FOUNDAM. SYSI0F ED NAIL W 9- tOd AT SILL 1� :. Wlxn Eal.l'a 60111. Fra• OralMner A° Carcre,e �y 0",;; - / C BBALTBA]m BAPDlY Ctl0y 6ECII0NIW1 g LOIDS ROOF LIVE LOAD • 20 PST 10 M PST y �` ADVXovsD ATE ANDD -100 AT RIM JOIST D.1«minadBy 14.41 eldy. 011ielpll z• OELCtI ,°•° pJ\� �° ._...__. .. '12' :• • z9 1E" Beering PadENo GraTO rN RpnebD PAD: D�3a• 12' AI ___'• 12 t �' .�-a " FLOOR ME LOAD . b PSf V V ^ nL P . ^ D.tou TM. sA•all t; .'':• -�:- _ mKD SPEED -Toa MOIL E7S 'c' "t No, 17 10 euBreeTrocoxltsenoiuxoT® 3-8-94 NOTE:' . .. " d' au. = ,y!: a F• 'e' __� L__�}. `4. Saw Ltu A100 9.1.5/ to.s/ Savl.a 4 Reaa, Coral. SCALE Cut 2' On Bottom of Ex!eung.SldlnD and 12" �_ Y � SII[ CUSS TI' !' EXp 3 1$ APPAaV-DO-Tice UTNGx,EEGx ATNIOV11ANY -•IneWl2 Barb itenAll W/8d'■E1 6'O.C: *4 Cent. e4 R.ecr y«I. a149" a'. w'nen �'DaeD Conll'uaW �I OMR510.430A aGV1ATIGN FAOwF none 12 QC.(R.a'd. 0.11 x/K.CJ1. NOIR: "S6oa.�or24 Rnmd Fee4ae I° Neo 1 THIS FOUNDATION IS FOR PLACING MFG'0. HONES tl, CIN` \t` IiQNxeMFNT80T Q'p DONSTRuCTED-W/ LONGITUDINAL OR CROSS JOI TS. % '� AnLG1E1JleTATa uws ANG xeauunoxs - • . sumvol0 TD. Femme. $een Are oPua'G, •.D Cana fo 9 0 pq• Joe No E4ce TIP• b A AreMe.Op (AIL tB"Widrae D.ep 4, ALL. CON CRETE SHALL HAVE A COMPRESSIVE •` F CkUx Samaceael' 94-212 =anllavouI f Fig. ST OF 2800 P.S.I. IN 28 JAYS. OW"e1Bwlyma C<�10an400mem /2-«4'.1 STEEL PIER CONCRETE BLOCK i 09 SHEET , ' 1 'THIS FOUNDATION PLAN IS DESIGNED TO BE •'� OPCOD89 A10eTANDAxOS CONSTRUCTED ON A FAIRLY LEVEL SITE WITH N0. BT ^ATB -S ALT. SEGTIONA-A & C C SECTION A -A SECTION B -B TYPICAL APPLICATIONS EXISTING SOIL PROBLEMS. 1 SPAM Z_ Biz -o G. NFG'O; HOME MAY BE SHIPPED FROM THE FACTORY m.emADlm,at n.L• n. .. STATE APPROVED (APPROVAL BP 07 -03 .) WITH 5101X0 CU7 BACK Y°ANO 2 BAR INSTALLED. ABESCOBEARING PAD L FWNDAT:•N CONTRACTOR SHALL VERIFY ALL n16. 01MENSIONS BEFCRE CONSTRUCTING FOUNDATION. OF I SHEETS 1 FILE COPY OWNER APNOSS- _- � BP#bg- S7-'7 N.lroldoLt:.r PlAf Oro