Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
058-680-045
PQtWENT Of 0 0 c�'l/IVITY v STATE OF CALIFORNIA NUMBER: BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT p DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM MANUFACTURER CERTIFICATE OF ORIGIN DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER'(DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O: BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE: COPY 2 (YELLOW) . DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side t - (7/97) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. , MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF SFD (SINGLE FAMILY DWELLING) �, MUMH (MULTI -UNIT MANUFACTURED HOUSING) TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANII1H quzRkiRORO m, Inc. ' MANUWTWER LICENSE NU BER: -�' a Domes n", S MANTSWMti RVfbad BEND OR 97701 SUGGESTED R�JkLL'P®66 (Street) D IMShiorra / { (Cit) (State) (Zip) MANUFACTURER TRADE NAME: First Pointe MODEL N9AAEAND�OR NUMBER: UUbb��UU�rUU DATE OF„MAt>IL1FeWRE: 1�L�f1�tU�fL 11105 NAME OF DEALER OR TRANSFEREE (OWNERSHIP TRANSFERRED TO): CALIFORNIA DEALER NUMBER OR DATE OF TRANSFER: ScRENi i r HOMES ' TRANSFEREE DESIGNATION: i 2;', 012003 DEALER OR TRANSFEREE ADDRESS: (St4690 BRUCE ROAD (City) CHICO (State) CA 992)8 INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (Cit) (State) (zip) ?SECTIONS. Jk y `. . xx �y� ;.i.,� .,,., •r a of 1 MANUFACTURER SERIAL NUMBER (<i a,.� }„n a e:_: a y..`.a r r � 'HCD INSIGNIA HUD LABEL'NUMBER f tLENGTH E'”' .' WIDTH f ` • WEIGHT J" ,I_ ij OR , ;'(INCHES) Wa;(INCHES) 1 "i (POUNDS)!, 1 20761 A ORE 509249 804 190 22334 2 20761 B ORE 509250 804 19U 22334 GERTIFIED TRANSPORTER NAME: � ' ;'•('�,�i f._� • ,r6, <�" �ICNATURE UATE TRANSPORTER ADDRESS: (Street) (City) (State) DESTINATION FOR UNIT DESCRIBED ABOVE: (NHeMe!2trhElbi(Street) (Cit) (State) (zip) I certify under penalty of perjury under the laws of the State of .California that the above facts are true and correct.' Executed on at 12/10(8 (City) (County) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD TO THE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER'(DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD TO THE DEPARTMENT AT P.O: BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE: COPY 2 (YELLOW) . DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side t - (7/97) Xi/coma 1.1:19 VAA 5su004U-113 RECORDING REQUESTED BY Mid Valley Title ® Escrow Company AND WHEN RECORDED ATO: Stephen N. Tchudi and Susan J. Tchudl 3735 Gibraltar Drive Reno, KV 89509 BTEC CUSTOMER SERVICE U003 2�m7�0Q123524 ceded I ME FEE 38,99.E Official Ihcorde I TAI Coktyeof l MUM RM !1611 CoQatC181e�t�y lttrl�� erl t Bw i9118AN16�I1i 1 f�11 I Pp age i of S Aha" Pft U- rbr Ria _&ft eM ady A.P.N.: 058-680.045-000 FRe No.: 0402-2744330 (MT) GRANT DEED The unllft speed GMRby(s) CedarOS): 00aM8n'AW TAX IMM; aTYTRAWU TAX WW, SURVEY MOtlur4Ifr FEE; [ X ] DMWL bd m the taddaatbn or M •alas of <troPa V OWAYe4 OR j ] C&Tp&d on tM cmloderaft or fUD vdw lata vdz Of Ubu bailor enambrMwn reraaWna at time of W. [ : ] uA%=0w&Ad wx% [ ] Cty a. mid FOR A VALUABLE CONSIDERATION, rccelpt of which Is hereby advhowledged, Keith L Thomasson and ChdOne M. Thomases!; as Trust m of the Thomasson 10/8/94 Trust and Rene G. Brandof and Kathleen Brandol, as Thlsl ees of the Brandol Family Trusty dated July 19, 1997 and rand E Lauer and Pauline A. Lauer, Tnrsbees of the Lauer Family Trust of 2000, established 11-13-2000 hereby GRANTS to Stephen N. Tchudl and Susan 1 Tehudl, husband and wife as joint tenants the folowing described property In the unincorporated area of , County of Butte, State of Callfornla: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTH HALF OF SECTION S AND THE NORTH HALF OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. AND M DESCRIBED AS FOLLOWS: v 9 Mag Tax SMtft ne Ts: SAME AS ABOVE Received Time Nov. 26. 2008 12:06PM No�.7935 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 January 5, 2009 www.buffecounty.net/dds www.butegeneralplan.net ADMINISTRATION * BUILDING * PLANNING Stephen and Susan Tchudi '230 C Walnut St. box #104. Chico, CA _95926 Assessor Parcel Number: 058-680-045 Building Permit Number: 08-2459 MH 433A Foundation System Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. Plan Review comments: 1. Contact Cal Fire/Butte County Fire Department for requirements for this parcel. 2. Provide a complete plot plan. Please see attachment. Provide location of manufactured home on both pages of detailed plot plan with all items indicated with a minimum of two dimensions from adjoining property lines. Show all easements, through property, indicate easement dimensions and verify all structures are clear of easements. Provide property line dimensions on each page of the detailed plot plan and indicate slope and direction. 3. Please provide two copies of the information required to this office for completion of plan review. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining,non-plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Carl Nelson Plans examiner Cc Serenity Homes/ Jaeger Construction vv 1J.la, raA aJUo.N4U11J 13'1EU UUSTUAIER SLKVICI: Opp Butte, CA 2008-2009 - 058-680-045-000, Sheet: 1 of f E.4 1,30 5 CD U 1007.01. .. 95 Do C u Ul i4t Received Time—Nov.26.-2008-12:06PM—No.7935 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 February 5, 2009 www.buttecountV.n6t/dds www.butegeneralplan.net ADMINISTRATION * BUILDING * PLANNING Stephen and Susan Tchudi 230 C Walnut St. box #104. Chico, CA 95926 -Assessor Parcel Number: 058-680-045 Building Permit Number: 08-2459 MH 433A Foundation System Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a'Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. Plan Review comments: 1. Provide a complete plot plan. Please refer to plot plan attachment in first plan review letter. Provide 'location of manufactured home on both pages of detailed plot plan with all items indicated with a minimum of two dimensions from adjoining property lines. Show all easements, through property, indicate easement dimensions and verify all structures are clear of easements. Provide property line dimensions on each page of the detailed plot plan and indicate slope and direction. Plot revision was incomplete. 2. The plan review fee will cover three plan reviews Additional plan review beyond the third plan review will be charged at the hourly rate. This is plan review number two 3. Please provide two copies of the information required to this office for completion of plan review. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 P.M. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Carl Nelson Plans examiner Cc Serenity Homes/ Jaeger Construction 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 January 5, 2009 www.buffecounty.net/dds www.butegeneraIplan.net ADMINISTRATION * BUILDING * PLANNING Stephen and Susan Tchudi 230 C Walnut St. box #104. Chico, CA 95926 Assessor Parcel Number: 058-680-045 Building Permit Number: 08-2459 MH 433A Foundation System Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. Plan Review comments: 1. Contact Cal Fire/Butte County Fire Department for requirements for this parcel. 2. Provide a complete plot plan. Please see attachment. Provide location of manufactured home on both pages of detailed plot plan with all items indicated with a minimum of two dimensions from adjoining property lines. Show all easements, through property, indicate easement dimensions and verify all structures are clear of easements. Provide property line dimensions on each page of the detailed plot plan and indicate slope and direction. 3. Please provide two copies of the information required to this office for completion of plan review. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Carl Nelson Plans examiner Cc Serenity Homes/ Jaeger Construction alai wt 1 E....., Arnold SCrL�nenea��r Gmerncrt CTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS 1 Soo Third steel, Roam, 260, T.O. sox 1407 S===W, CA 95212-1407 a �� From TDD Times 1(:00) 735-2929 (916) 445-9471 FAX (916) 327-4712 September 1, 2008 NOTICE OF EMERGENCY ACTION SUBJECT: MANUFACTURED HOME, MOBILEHOME, MULTIFAMILY MANUFACTURED HOME AND COMMERCIAL MODULAR IGNITION RESISTANT CONSTRUCTION SYSTEM REGULATIONS The Department of Housing and Community Development's (HCD) proposed emergency regulations that affect the exterior design, construction, installation and alteration of any new or used manufactured home, multifamily manufactured home or commercial modular or used mobilehome designated for installation in Wildland Urban Interface Fire Areas in California has been approved by the Office of Administrative Law (OAL) and is effective beginning September 1, 2008. The emergency regulations'.are adopted into California Code of Regulations, Title 25, Chapter 3, Subchapter 2, and adopt by reference portions of the California Code of Regulations, Title 24, California Building Code, Part 2, Chapter 7A. The emergency regulations have been filed with the Secretary of State, making the emergency regulations effective for one hundred and eighty (180) days. Within this 180 -day effective period of September 1, 2008 through February 27, 2009, HCD is proceeding with a regular rulemaking action, including a public comment period. The emergency regulations will remain in effect during this rulemaking action. You may review the new regulatory language on HCD's website at the following address: ; http://WWW.hcd.ca.gov/codes/mhp/ under the heading Wildland Urban Interface (WUI) Emergency Regulations. If you have any questions regarding this proposed emergency action please contact Richard Weinert at (916) 445-3338, StartingJ Zd00i5 �� Ye used/n thelWildl n� Ufornia rban n�erfaceC(WUq omen anuary there . specific Of FORESTRY effective. For pro products to camplywlth are some regulations that required building CALIFORNIA DEPARTMENT FIRE PROTECTION standards. s, deli s' rs, local fire and - the state Fire the hs and AL OF THE STATE FIRE MARSH In an effort to provide building officials areal y of compilanceuWUl this "WUI products Handbook7. OFFICE Marshal Is publishing by SFM staff, ouldonlyby verified their handboi sk have been reviewed roducts All products published fiance with the new 2s 007 GC compliance In ac published. It should d noted the SFM and In compliance will be p with the standards. It submitted to that products are not In this handot kbe in this hanstill dbook. ( 4 not a requirement for any Products 1Jj'r�',!+ 9"f j �y This handbook will be categorized into 4 main sections: (SFM Standard 12 7A t) i 1. Exterior Wall Siding and Sheathing (SFM Standard 12.7A•2) 2. EXterior'Windows 3 -Under Eave (SFM Staniar 12.7A•3) Standard 12.7A•4) 4. Decking (SFM may contain ocher products that are not fisted above. /� (� R A �J The handbook The SFM reserves the right to remove any products In this o approved or cause.ndbook for - N) has the The'respective Jurs dicht tlon p LAN D U products for usvined wlthinttheirion WILD ' I ` (� V I J) approved applicants. The CSFM Our approvals are based upon technical data submitted byta but does not pp Ye construcsults and/or other dal , ted `e e INTERFACE Fire Engineering staff reviews iof any claims. Ail products shall an Independent verlflcallcable codes and ordinances. Refer to the app p accordance with all app PRODUCTS AK for details. Published by CAL. -FIRE ENGINEERING DIVISION o g - 2 FIRE Revised Oi/15/09 /�trucfireenr�n_df I ui o ct dS alnee JLttVJ os fir k ' ho amp+rid she# be h compliance ssih ho velehton dewnse npaYements -. 7HA.J.2.� h/rrN buaaanl►rnnlf Nnaf aPpmv#f public Resources Cora /2l/ vNpnhmla GrvmmrM Code Secfin 51102. - C.MMe ►nsaii►ahI California BUiiding Code SECTION 712A.,EFINITI4INS m 2,007 for fila purposes r/Phis chapter emrfaln firms are 6Nneridew^ CHAPTER 7A METHODS FOR EXTERIOR WILDFIRE CGf,IRECTOR moan, the IWctn rf the G,ttamh Department •f frnsky fir Fkt pniectren. r/nFrseeswe. rn+navnen MATERIALS AND CONSTRUCTION EXPOSUREISFM]. Nss firm wlfrrin rxpsure. FIREPROrECTiONPLAN/aarecumentpnp■'rheas/ecrne/'fico•rrrssAvin anrtnitlNh potential for PURPOSE AN, APPUCATION tnt.daer pbv Area. It resarba ways ra minimize ufrei Th• pen protection Plan they►r In ato•Nrneo W1h his napfrr+nrfhe Can hefln Nt•n shelle s bmWolf. Ml y l coley mrrfficrrtas, a fin M ' SECTION 71 fA SCOPE, and boil' enr ay the marorci,/ f7ancr ier lht ►v}rtrt d i'pol'e, (het haw ban N!d svlNl me Canhmla 1 uflrinl Sfanrans Clmmistlon a(he DepertmeM dHousinl 7IfA.f Scope. filo Cha/Per pp►1eS h bale!'! mdarfals. +YsrrmS ar,r k •+nMNos _ n e ionext71r heater MNrn a WiManr-Ummn Interface FI' Are+ as renar In Sodom TI2A. daps rrrinnas and gmmuhlty,tvh►mmf h maoriana wi(h Seetbn to f.1 Shell apply. collemia Public eu e•nslruefb I olnowbuiMlnp 7HA.2Purput.Tho►ur/elect�hlsChapfrrltberhllshminimumstmbdshrfh•M(teNendlfanl►npady+Y Sovodf Zeno wfrhtn Staff Responsibility Anal rr any Ha:arr Y 1911 Ural PlittHAZARD mrstign 4204 a NmSslAES am d as V Very High,Il u Mdmh or SlsustIfat, G ve ,,nt Cairily Anes nto rrsllndd►urrumnf b Californiaa Govemmrnt Cde'Sectlms 5,175 Inoraslne, me UINy d a YunrMe, head is my Fire mislnl•Urb■n Interface Fire Ana 10 'list the lnfrus"n sf Nam• lrbumin/ ambers pvlacid ►y I ve/dallm Are fir a Very HI h Pia Hasarr SowriryZanu Agency ry o aurue,h ai f O. Su Callhmh fin Core Mich N. cnirhufu (• a syslemaflc reduction M connaln/on losses. for ■ !unripe, /tnMf Is fieCanfomlaCdeetRrluhftma,Tlnefr•Secrlms2NrnnfC8111the mops a/At•se!•gn/hlcata'asat'Mo/sdmo Sfal• Raponsrbnf(yMa d Cdlfamh.' 71fA.J,A/plleaflrn. Newlulen/sheanrManyfinHatrrrSaverAyZanewithinStateMJppnrbrll(yNr■anonY Wrrrnr•Unan rnlrrlmce, Fk• Area res/lna(ar►y the enforcing qm•y hr whlcA an apMcaNrn Nir,ecombar 1, 2114, shall comply Wfh tom hlowlnl saafrrnr: - Fie Hatrrr Savorily Zona N the rorud whin, when iastdi, accordance WASTM Elf ,yraprMalJlmhdr; - Is arty/ M drub', fit nems r"nt sh+1 Mt su►rnitor n or. - .. ISIVI70N•RESISrANrMATER(AL orpmvssfw ambustltn. til e„ �e�nt all' btmrral any (Imo rurfnl (h• lost. . nathavo a immo spread of-(ow 25 beyond f. 7NA.1- Rortln! 2, 7/IA.2-Mee Vnt(h(hn - hfmahrhlr,rulln, hsfa, anrrtrofhort den's, nth ARenrx Cheater! S•ctin l/fr. 10 pro/osimonhanilHhallJ2Nmn{1MivN NohrfaD72/1.Mmcterl h'SMI/ artmnfrnealn shrwfn/ thelPro Fernrmnc rf, thermal The( The( ll� fit atm she#be 71U. l.f Altorndu mertryrho P _ (he enforcing jeneyorgi purpo eso1lrn+hacnri racthn l+n+hoobruYmlfler ASTM ts+ud►yfCC-ESACNESarafrtlnlhenNynalober►yfMSrabflnManhdnavlNrservlahrinspedfend factory. WhnnNi'oriymaenhnlnlgngfrrNupurptrtdlrannlmrl/NaNn+.aNn►rr kidb M accenranco with me Canfarnll Fir Cda. Chap(er47. N•W lWldn/thabrM any Fire Hatari matodals dthe NbdarnnewnbusNbh materials As ronndi, section 2#2 sh+lsanstylh• lnhM dfhls J►othn. 711A.s.2New,ullrinla Locafesrfn Any fon Hazard SavarlfyZne. Comply will fir dfha hlhwlnl:. - fie-Rdvint•Thahr oxpsvahbufiilnlmeferisls i Soveriry Zeno shat Sfah Responsibility Arur. NawbuAinfive fin orxard severmy Zone a� J nv ry , 21� nimbistate0 crm►ry "im o ff The mhnk,lqm.ym+yu+o•marrartnititnsrrlhnNlmxtls(an(mandalhatnN•e(wflrfin nerd rmar mdorids Performer," in ros'stin/ llntfhn. on local agency dasfrte Aral, for whleh an applrafln Ina ►ullrinl► teAakiWmltt A rtctinsdfhftn4hC - h fin LCCALMENCYVERYHlGHfIREHAZARISEVERITY2INEmonsan+naresy5i171+nr5f11rhetrsnrigerbys nermmnrrflrn rime COP ,rnc(npursuan( h Grvernm•nf code Seefhnrr rfsfricf is res/rnstoh hr rip /rets dhn. county, city am county, .. ! 2. LocalAInrYVery-HighFireNaarrSeverityZne.NowbulrfngshcafrrhnyLoJulA en%VrryoM! Srv.dry Zone far which an appllonon br a iutrinl ►omaT la submll(d n rr nor July 1, ZIN, ShmN nmplY 'commenva area fir when a local looney, city, fins is primarily me n sponsibnify Haz+rr w{thaNs•crlrnsdmisMapbf - STATE RESFONSUILITYAREAmanslnbtha(anef+sslndbymt,•arralfonsrrypursuentt•PvbllcReseurces Code Section 4125 when lhr NnanUalntpnsbinty of prevoMlnl anrsup►n sslnl7Mit s cid M any "i. Wlfrinr• Urban Intedac•FrnArea rallnahrbythe nla'tnlgncy.New►vArin,^hrmNulrhy►om,NIS Inhrrface Fko Area designated by mo nhmsbil myoncy hr sMh:6 en MP r/mish/a. rrernn+p thrrvlh •heels rhatmn+rms tr rrsfnYfrh, p'/edy, erre»urces Widlanr•Urball ` - submitter n or aper January 1, 2808, shoo Comply with IN amens dill's chapter. as deflRE/s my f Atsf Sections and 410 as rMnd ht puiNs Resauna Code SacNent � lOJ and � f Off. to 1A.J.Z.1 /ns/ecdm and eariNlcOrlem,ulrinlPorml appncdint n�Mal erm►hthn a►pT'+ Is hrbunrin/+ within the he hltawfnl: WILOfoRE EXpOSUREIs fir Ka gmbh,anmdrool+fit/n+f, crnvrc(Ivo ha4 elect name enfecr slid burning embers Imm•rgn mvkonmenf. with sip fir tp►licanen d mos chapter shah C#M#y - a errflNcamrn that the building ►fine, M/acled by vegetation Nn h t +fvcfun fir its Severity bylhestoh as a' Huenls51175 vfb the ownerrrmp/!cant 7fIA.2.2.2 Thr heal bulrhnl n(da/shaft pdnh erns►,rcltan,►n stnrarre, hduring host for mmhrids and end � h he built tompna w it at appllea►Io ant+obit CodAre ML&L accordance INrEAPublicRasrurcaCdeSestirntr201hnulAr21/aneGrvrmmrnfCdeSectnnr5(f75 WIL,LAN/•URIANINTERFACE FIRE AREA Is a e,orlr+n$4201hfcgj alrmh 429 theIn ■ tynlficant risk from Widfirts. See Section as proposer Gv KN� rrtn ax +von aabsonidi, / enrrueflon malheb for Ml M • eney Io Yr of ari the snhrc ir ! ! ofCalif. as Y s Ca through 5ii11, rr dhrr anatr !n CrJ� fir he Pubnc Resources fie hc■I huMfne, omelmhhart, upon nm/hton NerrlsfruCAIM1 /'YI�I All ewnerarg4AcaM wnh a npy dfha ea appficdA dote anrlecal ►vnrine, - 7/!A In he a/plclble ref+nhcd Sections or fila Govammn,t TIfAA.2.J h,d lntpaet n need fhd bmenSrnfa the ►uNrhg was eonsbuofrrb, lompNmnc• will, strieN manors for sMrh. ex►rau e a rrrM►N h this chapter. ,. . meter;, hdudnl most firm fir crns(mdhn b 5 i r R i or roduc st Inf r atir lease ontact• and Materials for Building Code Chapter 7A, een He, Chief Building Standards 2007 California Building Code Fire Engineering Division Sacramento, CA 15111 codes The California 5uAding Commission adopted the wildiand-Urban In0I. Tierfaohessee now codes take effect in 2001. Te 1131 s Street, (111) 445-1312 ben. •(alriro ca.a•vulati•ns in late 2005. The maJofity of the new requirements Include provisions for ignition resistant construction standards In the wildland urban severity zones will be used by building officials is application, rc! and'ubitcatl•ns etc. can ►e the listing pP Interface. The updated fire hazard determine apprapdal• cenelruclion materials for nowpei property owners to cloroply with natural by information regarding downloaded at: I eer/sirucFlr_, ne�bml. s Interface The updated unos will also be u' sale t Is likely that the fire hazard I disclosure requirements al time of '*party rate the safety element of Hilo /losfm fire ca oe /sirucf'ree rcation elf sf re ca ovist i een ineerro�f/brnllt-11.oef hazards severity zones will be use by local government ■s they u' sirucfireegeneral dfrecess. plans. Hazard Severity Zones willT theto st c eo slruc ideaeslinalabThe tv:dicfn T• best assist them In new building standard for the Fire best s st Building Official as projects go through the plan checking p the core requirements, the State Fire and Urbatu atf•ns determining if a product meets tations eMmrahalalsf'ding Materials Listing program (IML) Pregram is accepting ap'aMter These materiels will b• psted on theEthan 7A •lease eentacs;listing Assistant Chief or for the review of meeting the standards• Feet•, WUI Regulations Unit SFM IML website at: d i/wuirr• 4L4ts.udf i,C_e;,41.g�y�strt—__lSfireen"-Iriss[/P—tom 1131 S Strut, sacraments, CA 151111 J,�,LLaf� Wildland Urban Interface Iuilding Codes'ag• of the Wldland Hazards and (111)445-1200 fyf1fe ce. • than and the oullding Codes al:rrew,(j!( e_ venti•n_AI3SLM e3 J J�ittl/L�[rss�nsyLLlts.ftLuslsnLil Information regarding coli Wildland Urban Interface issues can be downloaded at: c•des.Irhp building authorities, architectural and engineering The SFM 113ling service provideshtlp:/lwww.fire.ca.gov/fire_preventien/flre_prevention_wildland ssrvlce with a reliable and readily avallablo source I at the o Iowln links communities, contractors, and the fire I U Stan ds an ado nlosded _ of Information. Since the materials under Wildland Urban Interface Iuilding Cedes (except roof wood by law If be listed by the SFM, the listings for Y Testing Standards CA SFM 12.7A-1, Exterior Wag Siding and Sheathing TestingstandardsCA shakes and shingles) an not required is not by the SFM may still the Sy for ■n strictly If not •n the SFM lwww Areca nvenlioNdownbadsl�art-12 CA SFM_12 7A•1 Test_Siandards.pdf lhsse products apsted ants Chapter he requirements U39 provided they mot all the nnulnmmts under wing o milli must documentation and testing corllflcabs showing compliance must be submitted to y To Standards CA SFM 12YA-1, ExteriorVNndews site, all the building official having Jurisdiction for final a/[r hilpahvww.An.ca.9ovAlre_preventhnldownioadsr*arl_12_CA SFM_12-7A•Z_Tesl Slandards.pdf > Testing 5landards CA SFM 12.7A-1, Under Eaves SFM_12.7A•31'esLSiandards.pdf hilp:lAmv.Are.ca.govlrrs_prevenlbn/downbadsrYart_1Z r Testing Standards CA SFM 12.7A-1, Decking SFM_12•lA•1_TesLSlandards.pdf h1lp:1MWW.Ars.ce.gov1Are revenlionldowntoadslrart 12_CA_ fC =. Test Protocol 1/2" width. 12.7A•4, Part A only, Accelerated weathering. to Exceptlgn of 704A.4.1.1 (3) (b)) Flame Spread Class C (Refer 0Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Veranda" composite deck board, 1" thick x 5 1/1111' width. 12.7A•4, Part A only, Accelerated weathering. Test Protocol oriented strand thickness, Panel size 4'x9'. Flame Spread Class 1 *Company Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester, VA 22601 Product Description: "Trex Accents: Fire Defense" wood and polyethylene composite deck board, nominal 5/4" thick x 5.1 /2" width, nominal density of 0.036 Ib/In'. Test Protocol 12-7A-4, Part A only, Accelerated weathering. Flame Spread Class / *Company Name: Various Manufacturers Solid "wood" decking: "Redwood",'Western Red Cedar", Product Description: "Incense Cedar", 'Fort Orford Cedar", and "Alaska Yellow *Company Name: Cedar". Sizes: Minimum nominal 2" thickness (American Softwood Product Description: Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and for both Redwood and *Company Name: Commercial decking or better grades Cedars. Special Instructions: solid wood decking shall be Installed Product Description: over 2"x6"solld "Doug Fir" or better Joists spacing 24" or less Flame Spread on center. Class C (Refer. to Exception of 704A.4.1.1 (3) (b)) Ignition•Resistant Materials (ASTM E34 for 30 Min. with Accelerated Weathering Test) Wood Shakes and *Company Name: BARRIER TECHNOLOGY CORP. 51041" Street North, Watkins, MN 55389 Product Description: slazeguard• sheathing with Pyrotlle bonded to K" COX 17 plywood, 3/1". 15/32", K", 5/9" or'/+" thickness, panel size 4'x8'. *Company Name: SARRIERTECHNOLOGY CORP. 510 4" Street North, Watkins, MN 55319 Product Description: Ilazeluarde sheath lnl with Pyrotlle bonded to7/16" / board (OSt), 3/9", 15/32", K", / ' oriented strand thickness, Panel size 4'x9'. *Company Name: CHEMCO INC. 4191 Grandview Road T,O. Box 175), Ferndale, WA 99248 Product Description: Type "FRX" and "Thermex FR" fire retardant -treated lumber. Products are Douglas Fir, Southern Yellow pint, Western Red \ Cedar, White Spruce and Western Hemlock pressure "FRX" and "Thermex-FR " fire retardant impregnated with chemical. *CornpanyName: CHEMCO INC. Ferndale, WA 9©249 4191 Grandview Road (P.O. 1•x 975), "FRX" "Thermex•FR" fire-retardant•treated plywood. Product Description: Type and 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. Product Description: 154 Wire Road, Thomsin, GA 30124 'EXTERIOR D� glas Fri Southern n Yell wressured i Fine. Westernregnated reated Red Cedar,bets Redwood). (CSFM Listing No. 2520.1701:100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154 Wire Road, Thomson, GA 30924 "EXTERIOR FIRE X' pressured impregnated treated plywood Product Description: (Douglas Fir, Micro -Lam Douglas Fir, Southern Yellow Pine, Pine, Micro -Lam Southern Yellow Gang -Lam Southern Yellow Pine, Spruce Master Plank). (CSFM Listing No. 2590 1701:101) Wood Shakes and Shingles Roofing Materials (URC 15-2) i The recommended Installation practice for solid wood siding I In wall construction regaraing butt and overlapping inimupintsms: of butt Joints between pleces should be staggeredNail joints 12" and all butt Joints should be flush with no gap - Into the studs or blocking ort membershallnail used.or t each crossing ( with the wood frame support nominal 6" siding and 2 Halls for nominal 1" or wider siding. t Exterior Windows (oSFMeStanclard 12.7A-2) Under Eave (SFM Standard 12.7A-3) *Company Name: BARRIER TECHNOLOGY CORP. 510 4a Street North, Watkins, MN 55389 ith i Product Description: slazequ r3sim /8"hiati- A%, 5/8" or%`th thickness, panOel size 4'x8'. *Company Name: BARRIERTECHNOLOGY CORP. 510 411 Street North, Watkins, MN 55389 product Description: oriented strand b� rd(OSI), /8"with Ile bonded to l /32", A' 5/ i" or '/4" i thickness, panel size 4'x8'. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 Product Description: "Cemseffito" un -vented, fiber -cement soffit, 3/16' thick and Y"" thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 Elm Avenue, Fontana, CA 92337 product Description-,"HardleSeffit•" un -vented, fiber -cement soffit, 3/16" thick and Y+" thick. Decking (SFM Standard 12.7A-4) *Company Name: ELK COMPOSITE BUILDING PRODUCTS, INC. s is 9006 Lackman Road, Lenexa, ICS 66219 , 1" ' mbers Fit"composite deck boardthick x 5.5" Product Description: -Cross( t"x G) width 12.7A-4, Part A only, Accelerated weathering. Test Protocol Flame Spread Class I DUCTSLamar, IN COMPANY Oh POHITE PROay *Company Name: EPOCH G,75AMK0 9 Sou , 15/16' thick x 5.5" width Product Description: Test Protocol "EverGraln" comp osite deck board, 12.7A-4, Part A only, Accelerated weathering. ' Exception of 704A.4.1.1 (3) (b)) Flame Spread Class C (Refer to H COMPOSITE PRODUCTSLamarIN ., A T MKO COMPA , EPOCH *Company Name: O KPOHighway, , "EverGraln" composite deck board, 1- 7/16" thick x 5.5" width Product Description: Test Protocol 12.7A-4, Part A only, Accelerated weathering. of 704A.4.1.1 (3) (b)) Flame Spread Class c (Refer to Exception *company Name: SITES, LLC illi Random Drive, New London, NC 28127 " thick 1/8" width. Product Description- "Fiberen" composite decke•ard, weather 5 12.7A-4, Fart A only, Test Protocol Flame Spread Class 8 *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 26127 deck board, i" thick x 5 Product Description: "WeatherBest" Meridian" composite Test Protocol 1/8" width. 12.7A•4. Part A only, Accelerated weathering. Flame Spread Class i *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 board, - thlc X 5 width. Product Description: 1/8" "portico"siteonldeckAcc 2 to 4 composite Test Protocol Flame Spread Class B *Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 deck board, 1" thick x 5 Product Description: "Weathersest*" Selma" composite tc t plywood sheathing. certified siding, Installed ever 5/32" CDX plyw *Company Name: Various Manufacturers through with no or oriented strand board Product Description'. plyvmod or holes or loose knots. oever Name: ROSEIURG FOREST PRODUCTS'CO-7470 Installedsolid structural mplying with (051) with a 7/1G minimum thickness and coProduct Product Standard PSI or Voluntary *Company P.O. lox 10ii, Roseburg, roove APA spacing, 1.5' "Douglas FIr" siding. o 32" thick, Voluntary designs when Standard X52, with the following Interlocking with Industrial technical guide. Refer Product Description: depth, shlplap, ouglas Installed ever 1.5/32" COX plywood sheathing. installed In accordance to manufacturer's Instailatl.ns for details. an Name: 4Comp y ROSEIURG FOREST �RODUeTS Co. G FO Roseburg, OR 57470 1. Tongue 4 oove I a L! as :When applied in n horizontal orientation with minimum nominal G" wide and board made of we, species "Redwood., Product Description: P.O 1ox S. groove spacing, 15 32" thick, 4 ply, Du" !rove siding, lap edge, ASA certified siding, Installed nominal 1" thick "Western Red Cedar", "Incense Cedar", "iort Orford "Alaska Yellow Cedar", "renderesa Fine", "Douglas ` plywood sheathing. overt 5/32" CDX p yw Cedar", Fir", "White Fir-, and 'Western Spruce", or otherwood Flame Spread Rating not greater *Company Name: 'WHIS►ER CREEK LOG HOMES West 550 North, Suite 100, Centerville, UT 14014 'slices" cue species having a 150 (Class C) when tested In accordance with ASTM E84. 2, Rabbeted level: When applied in a horizontal orientation nominal I" thick Product Description: 557 "Whisper Creek Log" siding, nominal Y4 round log, mechanical) fastened to 7/12" oriented 2' with minimum nominal G" wide and boards made of a wood species "Redwood", "Western Red Cedar", "Alaska from softwood supported on nominal 2" x strand board sheathing and sup' approximately 5' measured Cedar", "Incense Cedar", "Port Of Cedar", or other wood species having a Flame I lumber framing. The log sections wide, 3" to 4" at the radius, with a nominal i l *gap t between backer rod filled the gap Yellow Spread Rating not greater than 75 (Class 1) when tested In with ASTM E94. € sections, Foamed polyethylene between log sections, providing support a a minimum %' Sasha Sealant, Inc. chinking accordance 3, hoard an_ d 1_—sten: When applied Ina vertical orientation nominal 1" wide and nominal 1" thick thick application of UL listed material. with minimum boards, and minimum rtominal 4" wide and nominal 1-1/4" with boards Installed with a gap not more *company Name: WINDSOR MILL Drive 0. Cotati, CA 54531 thick battens, than K", with battens fastened to the wood flame with not less than 3" long fasteners at a schedule not more and boards and Pattens made a Product Descrlptlon: 7550 Redwood WlndsorONE• :025 w 1212 preservative treated radiate 1x2, 1x1, and 1x10 vrd radiate shlplap wood siding, knots, than 24" on center, ce wood species "Redwood", "Western Red Cedar", 'Incense "port Orford Cedar", "Alaska Yellow Cedar", or solid pine siding pattern, with no through hulas or loose installed over oriented strand board (051) with a 7/12" " Cedar", other wood species having a Flame Spread Rating not 75 (Class 1) when tested In accordance with thlckness. Eur "Horizo to I st atio greater than minimum ASTM E34. SHAKERTOWN All nominal board sizes shall comply with the applicable Amen Softwood Lumber Standard FS 20. rica *Company Name: 1200 Kerron Street, Winlock, WA 5i55G Cedar Shingle provisions of Edge and end glued siding is permitted to be used Product Description: Shake town• CraftmanT" 1 Course 4.1 /2 7 and 14" exposure siding p Western Red Interchangeably with solid sawn members, , Cedar vertical-Train heartwood shingle, Installed ever oriented strand board (051) with a 7/12" minimum 14 thickness. Eg horiz:ntal Installation only. ° • to JAMES HARDIE BUILDING PRODUCTS, INC. 943 San Felipe Road, Hollister, CA95023 Cedar T OCompany Name: 10901 Elm Avenue, Fontana, "Cempanela" vertical siding, flbe *cement, 5/16- thick. Product Description: yle or"Californiaaxposure, Western Red Cedar ack' I -Course CedarValleyverticalg matte to a Produce Description: BUILDING PRODUCTS, INC. grain heartwood shingle applied over fiberglass cut plywood backer, Installed over oriented strand *Company Name: JAMES HARDIE 10901 Ehn Avenue, Fontana, fiber -cement, 1/4" thick. ent, 1 saluare bard (OSa) with a 7/1 G" minimum thickness. Product Description: "Hardle5hingle'"" panel, Ing,fc erne •HardieShin9le'"" lap siding, fiber cement, 1 /4" thick. 4CompanY Name: ON CORPORATS03TAINTEED Belden Road. Jaccks nl MI 45203 type " Smooth, *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. Fontana, CA 92337 Product Description: 'Weatherboards*"" lap siding, fiber•cement, Cedar, Smooth Bead, Texture) Bead, Select Cedar, Dutch 5 Y"" to 12" width, 12' length. Product Description: 10901 Elm Avenue, Ha�d11eFanel ""Iverticalnsidi gerflber cement `5/16" thick. Lap", 5/16" thick, *Company Name: CEKTAINTEED CORPORATION Road, Jackson, MI 49203 *company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37215 ted r lap dst Description: p 103 Belden "Weatherboards"" shapes siding, fiber -cement, ore Edge, Half Squ Product Description: LF Sm strand Yaclk bine 3�1 thick, appllediover 1/2 standard Product "perfection Shingle, Random Rounds, Octagons, 5/16" thick, 16, width, 48" length. gypsum wallboard. CERTAINTEED CORPORATION ♦Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Serles" exterior panel siding, *Company Name: 803 Belden Road, Jackson, MI 45203 r-cea "Stucco, "We bSmooche Product Description: "LP SmartSide• Precision oriented strand backbone, 7/16" thick. Product Description: ash, Grro ve Cedarical (nosgroov�e) Octagons, thick, 4'" width, 8, 9 or 10' length. 5/16" *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 3721! ovei�i5/8ng, wet " *Company Name: COLLIN PRODUCTS LLC Klamath Falls, OR 97601 66, KI m Product Description: "LPtype X rflber back bone 1 /2"ithick, applied wa llboard. Product Description: 6410 Highway alshipla siding, TruWood• 7/16" Sturdy Panel vertical Type X 9Yp standard gypsum Installed over 5/6" PRODUCTS, INC. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, TN 37219 Series' exteriorpanel siding, wet *Company Name: JAMES HARDIE BUILDING 10901 Elm Avenue. Fontana, fiber -cement, 5/B" thick. Product Descriptlen: Smathick. pr�cessrflbier Yack•bone, 7/16" product Description: "Artisan lap siding, *Company Name: C JAMES HARDIE BUILDING PR0�;2337C Fontana, o, *Company Name: ROSEBURG FOREST PRODUCTS CO - P.O. Box loll, Roseburg, OR 57470 "Breckenridge Siding, 19/32" thick, plain square edge; AM on: 10901 Elm Avenue, "Ce lap siding, fiber -cement, 5/16' thick. Product Descrlptlon: 12 Product Descriptl mpiank•" - It J *Company Name: iODYGUARD WOOD PRODUCTS PrOdUCtS 5485 NW Osprey glace, tooth FacPortland, OR back siding Product Description: iodyguard"RApreservativetreated pine, "min mulm ix6 Inches i Wildland Urban Interface Nos. 3 (WU) and 372 or n (SFM Standard 12-7A-1) dlme�rlent d strand boars) (O58)o through swith oa 7/ik6 knots, Exterior Wall Siding and Sheathing •ver ,' o". (nstanado on( thickness. F ATION *Company Name: APA-THE 0 1 Si south 191,iENGINEERED WOOims? WA98466nominal iODYGUARD WOOD PRODUCTS OR 97229 •^ Str, siding with shlplap edges. *Company Name: ine, 5485 NW Osprey place, Portland, Preservative treated � Product Description: "AM 303 PIY� las Fir face, (rack product Description: iodyguarsl• 2 lap siding Nos. 430, P 19/32" thick and gnwes spaced 4" •n centers manufactured minimum 1 xi Inches dimension, with no through holes or with veneers of all Southern fine or Douglas Iles, 4'x8'14 and center with Hemlock or Douglas fir cross p 1) with loose knots, Installed •ver oriented st.a eaI`nstall Son dZ panel, a 7/1 G" minlmum thickness. Fyi� *Company Name: APATHE ENGINEERED WOO. WAIATION 91466 *Company Name: S�tS NW ospreyPlace P! ODUCT OR 97229 7011 South 19'" Street, uard• 3 lap siding Nos. 432 and 433, preservative Product Description: "APA 303•" plywood sl�ing with reverse Ir•ar� and Patten, Product Description: 1odY9 treated pine, minimum 1xt Inches dimension, with no on center9manuthick d with faand ce, Mack and center i2" through holes in loose knots, Installed over oriented strand Douglas Fir veneers and cross ply veneers of Hemlock or i'panel.tthrou (OSI) with a 7/1 G" minimum thickness. For ho�°n[�I Doogias, 4 x Install_?Hon °nlv. f *Company Name: MRRIE 9treeHNOto WatGY k s MN 55389 *Company Name: soDYCUARD 5485 NW Osprey Place , Portland, nd, OR 87229 510 4 Nos, 771 and 772, preservative Pro Description: iodyguarsl• cove siiing plywood 3/i , 15/32 Y3 , 5/8" or'/V thickness, panel size treated pine, minimum ixi inches dimension, with n• F; oduct Description: Ila sheathing with �yrotlle bonded a ys CDX through holes or loose knots, Installed over oriented strand board (OSI) with a 7/16" minimum thickness. or Izo to �„etall tlortonly *Company Name: 510 4IE Street4N•rtO Watkkiins, MN 55319 oriented strand board (OSI), 3/i", 15/32", y=", 5/i" or'/." *Company Name: CEDAR VALLEY MANUFACTURING Product Description: iljen jed strand sheathing with ►y/4". 1 boned t• 7/1 G" 943 San Felipe Road, Hollister. CA95023 urse thickness, panel size 4'x1'. Product Description: Canes, Valley FTX P xposure. sidinressurp g pe"du ��Weste_r orae teedar daer 1 an Name: IODYGUARD WOOD PRODUCTS vertical grain heartwood shingle, installed over oriented OC•mp y 5485 U Osprey Place, Portland, , OR 97229 strand board (OSs) with a 7/16" minimum thickness. For uard• N•Rustic"siding pattern Number 793, 794 and horl ontal Installatl•n only Product Description: lod795 preservative treated pine, minimum 3/4x6 Inches 795, p dimension, with n. through holes or loose 6" mi Installed *Company Name: CEDAR VALLEY MANUFACTURING over oriented strand board (OSI) with a 7/16" minimum io thickness. �ontal Installatio�anly ( .h SECTIhN717A—STAN/ARTS If fUAL/TY in used 'hog be In al Will this 010, : 7l2A,1 senvalMedrfol, sy+Um+M bdJ of ndm tecMmds�ass�I^:Mpu hsndh oeerrr<n anwllh me c,A,kvmatfa d section 717A,2 AvdmCaln byTesfhl• 7NArhdlbNdryfhro mainte Fire the I, I.10nNn by An CC-ESACWEScui Trsthlsh•grepdnnad►yahslh! agency Wre 717 .J standards lls Referenced Quality,The S tf Cab, part 12 end Ch er 7i dfhlr code, a nhnnadln /fit Chaahrve hedrdln ,he SFM 17.1A•f, Ex(oder Wag Siding and SAealhhl SFM 12•TA•2, Edalrr vWndew - SFM 12.7Ad, Under Eow SFM 12.7A•4, Orcldn! t SEC711'N•104A•MATERtALS, SYSTEMS AND METKPhshFC�Ns7Rucn�NSECTl1N1dA•1•RODFs 104A.1 ROhFINh Te1A.t.1 lrnerd. Reafs shag comFH wrtA lfu of(*rmmftdCMper7A and Chapter ii. Reds rhd Baw an•Rng m` In h$(agd In ree"ancr MRA If, llslln/ and the mini hdaRafln hshvcR fiffir ndmf tuck'", (he spaces rd m1UMds er have an 7ISA•1.2 Pi coverl^gs, Wham lhr ndpnRh ailawr a space , be pro fhr rd with 8 ' teyer d ames and oni an AK b I Cot 72 ASTM eip shot' lnafan•ar orfh som►ustilrle deaking.l•sfrppd with spFr o. i` 71dA.f•3 Rod Ydteyr, Whm pnvldef, voilrygashh/s Ifi nrfrrss than LHI•inch(I./Imm.nt con1PNanlont ' sheat!.AJcornsin•n+hhnfinehlbsblldrversminlmum3lhchasf114n WillUndrAaymrnfnnslslln)dens layer of Nr. 72 ASTM Cop shall runnlnl Iles full In)fh d (he valley shsake pnvlded with lnu^+If prawn( fhr recumulogm $,leaves and deids In 71 RA�Li Roof futivi, Mof luf(vt ' .the 1044. 4 7MA.2AMICYenMlafU111. rents shSitIvIls(the 7 704A.2.1 l nirl. When r��l )l Chip a, , by Campaign reaction, n al e• ouslIb Intrusion wka(muh wgh Meeh (el mm) 7) aplc area d (he structure, •pmol+ urns equivalent. 7I4A.2,2 Elva or Cvnlal Von'+ Vents ileal nd►r hdapedh area and comleal. ExedFlln: Eevs nil almlcs wnh may ko utadprwNrd lhryrtlsf (M gdrusln dgsme sill burning em►err mole m1 solo aro or Bra structure. , dgau• 704Anfinehdda tectio+m►vsgOrconstrucfl�mlh pxpsoundrrdafntnls SFM12-lA4MshrgYrFrefscbdlyllf restsf 704A,3 • EXTERIOR WALLS cartel •nereL Exndwas cladbrpFItowdnrn•e•ms'grhni nshtanf masfndare SFM 12.7A-1. 7/xA.2.fihsm offinie+ andarAm oeevd+ eortskueflecflrndemh tennhrn I 2 NM (rwa shat! ermhd eaM wd ►JarWrt/ bM•nragen d agrdrwrhanp, or in foe rue of enete+d T/dA.2.1,i Extorter waif eovarl^)r, Extoller wall orvsrlhF ship "tnd 11m the (up d figs ortsno(he h e o rd, self eaves, lefminds at (he ndalure. 7 t 100J.2 Waffle Wall Ipenln)s. ExfrArr rvap gligni shall be h lccordsncr Wh (his secrlan. 104A.3.2. i Exfedrr WAR V1nts. Vm•rr rmrndre MAhRd►y oNur/nvlshns rrfhls code, wet •/a iv..bi . exterior wads 1mm) wrinIs ergs quMhnr. F04 r•+Id ma hUvdn Of Rome and em►m mole the savdvn K Malts +IUA ►a srr•rned "Th . coneslen•nslsnnC non com►usoll nfn mesh WM K 11 mhdew MRs, glastd Ino, block u�lap111"windn las umfs wah a minlmum alone lrm►end /am, or!lass ►tech ungs, rehear• a moll TIU.3.2.2ExfrrhrGhsln)+^d ^dew walls.Edilf-rwlndsws, ox(srter dear, big ►e hsuf2l"1 when tested aecrnlfn) Ir ASTM E 21t0, or can(' b the performance raslsfance rating at not less (ban 21 mhv(u, �Mmentt dshndanr Mquhmgi •f SFM 12 -TA -L ancor� - wdnmcom►vs(hh tnsil iat•orsold Cera wetll"ki shhs andnilsradless flint 20 TIxA.7.2.3 Exfsd•rdalrsralm►Iles. ExlertaNeer■uem►gu rhe, eery M1 �h the failing rill Brod less fhm e SFM 12.7A•IrrsNRYe of epM - ln hchos rdck won 1j.do,field/+n(, Ull ASTM E 204.:s thin 1 Vg"(hick, Rflnutrs Man tesfld ICCardln! r to comply "fish rd, fMepffn: Nmeem►usll►le er rxfrdergre rrardnf ue1(e1 w/d whfcic one+s dors an Mf rQdre UNDERFLOOR pROTECI79N 714A.4A NECKING, FL@ORS ANG 7/4A.4.f 11ee01. 7IlA.x.1,1 mocking surfaces. Dookinssurfaces, sfah•kads, dsrrs,aMlendh)sddecks F onest,ll#111 es wren any plrfln d such Steffan Is WWI 10 (alt (3041 mml d Ott Fnmsry s Wcfun rhdl comF1Y w (A rale rt the te.7A.4. arrsiemothers: 1, Shag be conskvetad rtlgngln Reelsrmf Mete- andpess the perhnmm� nRulnments of sFM 12.7A•1, pansAand !• 2.Shall ►e eanthnintd won heavy "at. Mtelterfir nf/rdanf r•ar( w•deraprwdn With anet Pea materials. 3.Shdf pass pts /arhrni rrqueamems r(SfM 12.7A-4, part A, 12.7Ad.7.A 1 ally With a net A•d raleas. nn d 2shmic g for r A ^drtuff Wo Mgen prrld araC a. Decktnr surface melena! shag pass (he emhrli woofherin) test and ►e Idenrihd a Exterior head. in aecorYanco win ASTM 021l1 rad ASTM 0320T snr' ►. finx(xhrw+fi cow 1n! le nhhh g hr"It an had ndwl/sir 10 (3041 MM) (Off 1f (he docR shall►• conslrvchl d sppnv■d nrncom►ull►Ir rr I)nMn nslsh IA Ift t Su► ncfhARfnr deckh)stxfwe material Conforms hASTM Excr/ffen:WdssalnelrwkedUcompHsd _ E-fN Class to psms send. halm a rgvlrrd h Ihls The via of pmts, coldni staler, vemersurhco troa(menR ors Mf m 1ppnvd meshed etpre Chapter. 704A.f.2UnderfeerortdApperiProtection ends es nif or exterior want, rf lba pn/esUn shall Yr nelestl te the 714Ad.2.l Undrnldl dAppendgss ondFlrer/rrpc0rne• fir xtean wags, Or R's Ind and shift 66 encloR ! Ind gearFn190119 ++hart mafnfaln(he Ignigrn•rslsenf Intolrlty )rads. 7ISA.d.2. VnmeludVndeAlnrprheflrn,)updktgS+haRhow oRundemserrelsondosdfo oil lrede "NI eMeRrrvmis h ocoordinco rA serpen 71 tech/unwindmTh sxfenerl!^Rhn�eslslmlmatsddconrrrvnhn emitted When (111 underside dsR expsal livers, exposedExeapfhn:fio complete mcbsur dander grerarsr mayb sfrvefurelcduni beams Ind svppiWags an Fn orb Mavy lrmbf. 71fA. ANCILLARY /UILprHd$ANtI STRUCTURES 7IIA.1AneplaryIulfdln)sandSfrucruns."or'nw1'edbyfhrenre"Ing gmcymedsry►uddingsandsuuekxesand dd•ched aususory skvc(urs sAd comply with the previsions 01111118 Choplcr. ! § 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 accasAible 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 installationsrequired u red to been approved by the perimeter support to the enforcement agency, unless the installation of the masonry wall i q P MH -unit. OTE: AuthoritY cited: Section 18300, Health and Safety Code. Reference: Section 18613, Health and N Safety Code. i Butte County Department of Development IJT r� Services TIM SNELLINGS, DIRECTOR PETE CALARCO, ASSISTANT DIRECTOR o o 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds i FACE OF FOOTING I TOP OF SLOPE FACE OF STRUCTURE TOE OF H13 BUT NEED NOT H SLOPE EXCEta 40 Fr. (12 192 mm) MAX 1 M BUT NEED NOT EXCEED 15 FT. (4572 mm) MAX. 1 I BU LD NG CLEARANCE FOOTING SETBACK FROM FROM ASCENDING SLOPES DESCENDING SLOPE SURFACE I sTEErER / H 1" / THAN 1 TO 1 ;j L- OFRETAINING I WALL) / STEEPER 11 REQUIRED THAN 1 TO.1 / _ J SETBACK 1 '- -' TOE FOR PURPOSES FOR PURPOSES OF OF FIGURE I -I-1 FIGURE 19-1-1 i POOL SETBACK EQUAL TO PORTIONS OF POOL WrMIN 7 FT. ONE-HALF BUILDING FOOTING 7 FT. (2134 mm)((2134 mm SHALL BE CAPABLE OF SETBACK DISTANCE AS REOUIRED SUPPORTING WATER WITHOUT BY FIGURE 19-1-1 SOIL SUPPORT FOR SLOPES STEEPER THAN 3 TO 1 STRUCTURE SETBACKS SLOPED BUILDING SITES -7 -OEC May 05 03 02:32p 1VI.H.L- 2 v♦�i:?if�i..,: \,.n v.. E...ttx,... ... .n •i.M•. .L. n,. ..i :i: :?h..:.. .... n.^,.. \x+ •.1V V .. .•...n.+...... +.... r...........?\....T... sn Mobilehome Manufacturer: Ft Q,Ltq Manufacture Year:_ If other than single wide, furnish Se Model Number: Width:.'< C) (ft.) Length: %1 (ft.) Tagalong or Expando size (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[] Other: SUPPORTS: Concrete blockM Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE NME MIILTI-WIDE Line I inc L Line 2 Line 2 .............................. .......M ............... ..... Main Deans Line 2 ............. ............................... e 2 Linen nine 3 Line 2 Main IleUns .................................... Line 2 Line 1 ............................................. 85 Tay or Triple ine ine 1 Line 1 Piers: GorlCrt;Fe Line 1 Openings Size minimum: r 1 x r I. Size minimum: [ ] x [ J. Spacing maximum:_ Each side of openings From ends-maximum:11 with width over: Line 2 Piers: Line 4 Piers: Size minimum: [ x J. Size minimum: 134 ul . G D. lsiuk Spacing maximum: ` O Spacing maximum: P ROVEp From ends -maximum: p From ends -maximum:` Line 3 Roof Loads: a 3 �1 s 6 7 Size minimum 16X),31 x,'t-7 7 041' 1603 4;XI4 Location (from front): , r,►► d'li S9'4iI All Y'1q�rt,ge- ��fn/ t�„ i�ttP Q e -414-1 - Line 5 Roof Loads: Size minimum: Location (from front): May 1995 Received Time May.5• 3: �,I �6 ►� 3� � c{C'{ 28PM E.4 i FUQUA HOMES INC, ARLINGT❑N, TEXAS APPROVAL: BEND,OREGON DIVISIONCSR-3067DF01-30 COLUMN SUPPORT REQUIREMENTS MODEL: 3067DF01 ROOF LIVE LOAD: 30 I i ROOF DEAD LOAD: 10 i LENGTH: 66'-8' WIDTH: 30'-0" i 'A' -HALF 'B' -HALF I 0o o to to COL. # DOWNWARD LOAD (LBS) COL. # DCJINWARD LOAD (LOU , TI)L,], 0 1[4hy VRD LOAD (LBS) BUIL ING DIVISIoN 1 2068 PERO 'efl„war! ��- 272a 5 682 7 1130 FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL BEARING CAPACITY = 15@6-PSF, DOWNWARD LOAD 3200 LBS. FOOTI = 3200 LBS a (o�� NG SIZE v F Z 3 BST- 5f I- /,� � INSTALL MIN. 4000# KATED PIERS AT 32" O.C. BELOW MARRIAGE LINE WALLS SEE SETUP MANUAL FOR FOOTING REQUIREMENTS. SET PIERS 16" M Fmnc = TRANSFER LOADING LU i 0 Lo I M BEND,OREGON DIVISIONCSR-3067DF01-30 COLUMN SUPPORT REQUIREMENTS MODEL: 3067DF01 ROOF LIVE LOAD: 30 I i ROOF DEAD LOAD: 10 i LENGTH: 66'-8' WIDTH: 30'-0" i 'A' -HALF 'B' -HALF I 0o o to to COL. # DOWNWARD LOAD (LBS) COL. # DCJINWARD LOAD (LOU , TI)L,], 0 1[4hy VRD LOAD (LBS) BUIL ING DIVISIoN 1 2068 PERO 'efl„war! ��- 272a 5 682 7 1130 FOOTING OR PAD SIZE MUST BE DETERMINED BY DIVIDING THE SOIL BEARING CAPACITY INTO THE DOWNWARD LOAD. EX. SOIL BEARING CAPACITY = 15@6-PSF, DOWNWARD LOAD 3200 LBS. FOOTI = 3200 LBS a (o�� NG SIZE v F Z 3 BST- 5f I- /,� � INSTALL MIN. 4000# KATED PIERS AT 32" O.C. BELOW MARRIAGE LINE WALLS SEE SETUP MANUAL FOR FOOTING REQUIREMENTS. SET PIERS 16" M Fmnc = TRANSFER LOADING 0007 V), I I Q Q O) N o-- 0 cl-4 UN (N0 11 ------------------------------------ ----------------- CENTER LINE TYPICAL I—BEAM 'A'- HALF CENTER LINE TYPICAL 'I'—BEAM -, --------------------------------------------------- -------------------------------------MARRIAGE LINE-�----------------- ----------------------------------------:--------- CENTER LINE TYPICAL I—BEAM 'B' -HALF CENTER LINE TYPICAL T -BEAM -, --------------------------------------------------------------------- NOTE: TITLE FOUNDATION LAYOUT N0. 3067DF01 ------------------------ 00 1) SEE TYPICAL FOUNDATION LAYOUT 00 SHEET FOR SPECIFIC INFORMATIONA?`" ABOUT RECOMMENDED FOUNDATION. 0 2) SEE COLUMN SUPPORT REQUIREMENT Lp SHEET FOR SUPPORT REQUIREMENTS AT THE MARRIAGE LINE. 3) REFER TO SETUP MANUAL FOR SOIL LOADING & PAD SIZE INFORMATION tpq l��l' 1+,/ 4) THE OVERALL WIDTH IS FOR THE FOUNDATION ONLY. THE HONE WILL GROW lo t, BY AS MUCH AS 1"f, DUE TO MARRIAGE LINE EXPANSION. THIS DOESNT INCLUDE SIDING AND TRIM. MOVED ELECTRIC TCD 9-16-09 'FUQUA HOMES DRAWN D (RIOR { CHECKED EXTE7tIOR SCALE NONE CEJ ao4Q DASHED LINES ARE THE CENTER LINE OF THE "I—BEAM" HITCH END FUQUA HOMES INC. TITLE FOUNDATION LAYOUT N0. 3067DF01 ---------------9HL'ON` M —8002-•'9 130-2W11 phl;3q T 1, w K k 0 a 0 TV VIA L(D r rrn ' ~ 0 I i ; 0 J � 1 I dlb � RZ aO I �j p I a o it. I I 5, N I JL I- cj% C) o I, I Aly Mn I , (jo , vlI � ---�` aO L �J I . 1 - v X I I ` I --------------- L---------------W5 ---------- --------- J E00/EOOd WrBZ:OI BOOZ 9 lin .xe-I I SEE STRUCTURE PROVIDE MINIMUM DISTANCE V'T�jC I FROM FOOTING OF STRUCTURE SETBACK ATTACHMENT OF 5 FROM ALL PORTIONS FOR SLOPED BUILDING ac I�+,j OF PRIVATE SEWAGE DEPOSAL SITES SYSTEM INCUDING SEPTIC TANK, LEACH AREA AND PITS j t,.- IA 9' COMPLY WITH 2007 CBC 7A, CDF/ CAL FIRE APPROVED MATERIAL i a(Q/) REQUIREMENTS SEE HANDOUT FOR '4- CURRENT INFORMATION ON APPROVED _ -/ MATERIALS FROM CAL FIRE /CALIFORNIA N OTE I've DIVISION OF FO RF_STRY � �({ SITE CONDITIONS NFPA 58 LPG TANK LOCATION MINIMUM ENGINEERING MAY OE REQUIRED IF ANY OF THE DISTANCE FROM PROPERTY LINES OR FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT Ra�fd•��OvSt STRUCTURES FOR�A� GALLONS OR SHOWN ON THE APPROVED PLANS: • ) C LESS, LPG TANK SHALL CEjO FEET : • EXCEBSIVE SLOPES 010.3' /SaX 34d ff • EXPANSIVE SOILS ��„ �� ! Q �/� • EXCESSIVE CUTS OR FILLS / '�1� • ALTERATIONS TO NATURAL DRAINAGE fi'.. �r� / ----- • OTHER UNUSUAL SOIL OR GEOGRAPHICAL IQG� ,C CONDITIONS �) $OaZJ oalo7 3 SOI TIOti SEcrroT ° c^L►FOR l� BE I N733 N►'_ TIT dl% ~ ' ►� P �h O, �dn d INS STALLED SKIRTING SHA _ ---- --�_ E ' (`:i(y •►� _ `^�..��3O P.Mr IuUs,. 14A ,T�°US H^VEIeEEL UMQ RFLQ °T �---- REO Iy° N APPR °R ,... 'e� ✓�, M� ovep FOR NOTE: 1: y�p'�k/ PROPERTY OWNER IS RESPONSIBLE FOR DETERMINING LOCATIONS OF PROPERTY LINES �p(Ei • -.� R-._ "� AND EASEMENTS AND MAINTAINING REQUIRED rQ SETBACKS FROM PROPERTY LINES AND EASEMENTS. A SURVEY MAY BE REQUIRED IF DETERMINED NECESSARY BY THE BUILDING OFFICIAL. �- �� x ALL po MENTS o►V Try —, noNS F e ur 87-n v 7S�1 EA ^'GSE myeAGS'NC RErO COMPLY WITH 2007 CBC 7A, CDF/ CAL Fror1S AND FDAT101V$ L(IDING SQ FIRE APPROVED MATERIAL P�• Ro , ��►.. WALLS,, 1411 REQUIREMENTS SEE HANDOUT FOR ^ 1—_• •��r' ��� CURRENT INFORMATION ON APPROVED C, al S r _ � MATERIALS FROM CAL FIRE / CALIFORNIA . - _ ---- � •� _ 4(pt DIVISION OF FORESTRY ---- - _ DECKS AN 36 RED ALL CAVE XEEDILIG _` �4 ;• pEN DECKS EC^REA W1LI-�.1 s p E FEET IN pERIv11T B t__ p� REQUIRE ..R: LANLJ1Nh5�i__uti7lJltb— , J SHALL COMPLY WITH / BUILDING INSPECTOR TO VERIFY - ----- y CBC SECTIONS 1 OOB• 1.5' IGNITION RESISTANT • � CALIFp . 1 009.4 & 1 01 0.6 \ CONSTRUCTION SYSTEM RNIA CODE OF- - \ INFORMATION CERTIFICATE Is REGULATIONS RE4u►RE ?ITLE ?5 FIXED TO MANUFACTURED MENTS AS AMENDED r \ HOME Sy THE �('JURISDICTION I TO THIS APPLY pR]� OJECT Assessor's Pa _ _ _ I COMPLY yy1TFl rcei Number•' a n • a ©®� t�� ©a SCd�e: �n = Ste' I 8v REQUIREMENTS 4"L'AL _ SCALIFORNIA r rF� NT USE: ONLY SEE�►T�► CrCD -Gl'iCV BUILDING E P'R Tp R CALF Owner Name L I c h o� ' E A H I 1 I� �� VQ �(14ca/1: O CONTACT CD IS10►�INA` NOTICE OF Address /. Phone No: :. ON e , • � FOR' IPIFORMA„rl/ C EMERGENCY ACTION . , . y rFIR Site Location I ��Q C-j 1Ve 1 oh. �, .I42, Size, Acte --- — — cL • •.�Hame ,� . �'° .:Ph.ons,. CG' �.o� USES G GENERAL CONDITIONS: 1-1 All work shall be in conformance with the 2007 CBC and applicable Municipal, OSHA Safety, State, and Federal regulations. 1-2 The drawings and calculations represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring, scaffolding etc. The Builder shall provide all measures necessary to protect people and property during construction. 1-3 The Builder is responsible for obtaining all necessary approvals, permits, and inspections from all governing agencies. All work is subject to Building Department field inspector's approval. If a building permit and certificate of occupancy ore not obtained by the owner for this project, then the engineer assumes no liability for this structure. 1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any discrepancies. before purchasing materials or scheduling labor. 1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-6 Streamline Engineering is providing a foundation plan only for his project. Streamline is not the Engineer of Record for this project. Additional plans that may be included with this plan set (site plan, grading plan, mfg, home plans,) are by others. The builder is responsible for coordinating and ensuring accuracy of plans by others. 1-7 The builder or owner shall determine if the structure is in a flood plain do notify the engineer in writing if it is. The structure is not designed to resist the effects of flooding. 1-8 If certain features of the structure ore not fully shown or detailed on the plans, their construction shall be of similar character to conditions shown on the plans 1-9 The builder shall insure that the building meets all set back requirements from slopes according to the requirements of Figure 1805.3.1 of the CBC. 1-10 The design criteria (i.e. snow load, seismic design category, wind speed/exposure) used for the mfg. home is determined by others. It is not the responsibility of Streamline to verify the accuracy of this design criteria. 1-11 The builder shall not determine finished dimensions by scaling the plans. Scales shown ore for reference only. 1-12 Placement of the home shall be per the mfg's installation manual. The builder shall be responsible for following proper set-up procedures. FOUNDATION / SITE WORK: 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on a level pad on undisturbed and non -expensive soil. The Builder shall notify the Engineer in writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site. The engineer has not made a geotechnical review of the site, 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills shall conform with CBC 1803. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N. 2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists. 2-4 The bottom of all footings shall be clean and level. 2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of 4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. 2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 5 feet. 2-7 The builder shall be responsible for locating and securing in place all anchor bolts, holdown anchors, post bases, plumbing and other embeded objects prior to placement of concrete. 2-8 Anchor bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced as shown on plan. Anchor bolts shall be placed 4" min. and 12" max. from each end of sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x 3"x .229" thick washers. 2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min. embedment or 5/8" 0 W/ 3-3/4" embedment. Install per manufacturer's recommendations. Direct 1:1 replacement with washer per typical anchor bolt. 2-10 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-11 Footings placed on or adjacent to slopes must comply with figure 1805.3.1 of the 2007 CBC. A geotechnical engineer must approve footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section. 2-12 Provide on 18" x 24" under floor access and screened under floor vents per code. 2-13 Foundation stemwalls may be 8" cmu with all cells grouted and #4 0 24" o.c. horizontal and vertical. CONCRETE: 3-1 All concrete shall have a minimum f'c = 2,500 psi after 28 days curing unless otherwise noted. 3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at oil other locations. 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final[ troweling. 3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904.2.1 through 1904.2.3. 3-6 Vibrate concrete around all bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete. 3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-8 Calcium chloride admixtures or chloride-bosed admixtures shall not be used. REINFORCING STEEL IN CONCRETE: 4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04o, Grade 40 for #4 bars and smaller and Grade 60 for #5 bars and larger. All rebar is to be deformed. #5 and larger rebor shall not be re-bent. Welded wire fabric shall conform to the provisions of ASTM A 185-02. 4-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0" minimum. 4-3 Reinforcement cover shall be as follows: • Concrete cost against and permanently exposed to soil: 3" clear Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear #6 bars and lorgeir: 2" dear Concrete without soil or weather exposure: 1" 4ear 4-4 All reinforcing steel shall be accurately secured in position before and during concrete place-nent. 4-5 All reinforcing steel shall be clean at the time of concrete •placement. FRAMING / LUMBER 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N. 6-2 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter. 6-3 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter. 6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a metal tie 0.058" min, thick and 1 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails per CBC 2308.9.8. 6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed per manufacturer's recommendations. 6-6 Where exposed to weather, nails shall be galvanized. 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting ASTM Al 53-03. 6-9 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or WI.C.L.I.B, and shall have a moisture content less than 19% and be of the following grades unless otherwise noted: 2 x 4 studs . . . . . . . . . . . . . . . .. . . . . . . . Standard and Better FOUNDATION ANCHORAGE FOR SINGLE- FAMILY RESIDENCE BASED ON THE 2007 CALIFORNIA BUILDING CODE: GRAVITY LOADS: STRUCTURAL CALCULATIONS: r 0 Wbldg + ,, WIND: ROOF: COMPOSITION SHINGLES 3.0 PSF USE SIMPLIFIED METHOD PER SEC. 6.4.2 OF ASCE 7-05 1/2" OSB OR PLYWOOD 1.5 PSF BASIC WIND SPEED V FRAMING 3.0 PSF IMPORTANCE FACTOR R-30 INSULATION (OPTIONAL) 2.0 PSF WIND EXPOSURE 5/8" GYPSUM WALLBOARD 3.2 PSF HEIGHT AND EXPOSURE (L) MISCELLANEOUS 1.3 PSF MAX. ROOF PITCH DEAD LOAD 14.0 PSF TOPO FACTOR MAX. SNOW LOAD (WHERE OCCURS) 100.0 PSF Ps 20% SNOW LOAD FOR SEISMIC 20.0 PSF 12" LATERAL LOADS: 2500 TRIBUTARY AREAS, THIS IS 23" SEISMIC: BASE SHEAR = Cs W N/A WHERE: Cs = SDS / (R/1) =.1 15 W 16" SDS = 0.75 MAX., SD1 = 0.4 MAX. PER 2003 NEHRP 12" R = 6.5 PER TABLE 12.2 -1 4000 = 1.0 PER TABLE 11.5 -1 (OCC. CATEGORY II) 24" PERIOD OF STRUCTURE = LESS THAN 1.0 WIND: CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS USE SIMPLIFIED METHOD PER SEC. 6.4.2 OF ASCE 7-05 WHERE: MAXIMUM WIND PRESSURE =15.9 PSF BASIC WIND SPEED V = 85 MPH IMPORTANCE FACTOR = 1.0 PER SEC. 6.5.5 WIND EXPOSURE = C HEIGHT AND EXPOSURE (L) = 1.21 PER FIG. 6-2 MAX. ROOF PITCH =6 /12 ANGLE = 26.6' TOPO FACTOR = 1.0 Ps = 15.9 PSF MAX. (APPLY THIS 12" TO PROJECTED AREA OF ALL 2500 TRIBUTARY AREAS, THIS IS 23" CONSERVATIVE) FLOOR PLAN i Wbldg ELEVATION OF ENDWALL mil MAX.) _ O (2D TABLE 1 CONCRETE FOOTING DIMENSION AT MARRIAGE LINE SUPPORT PIERS ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF SEE MFGR'S PLANS FOR MINIMUM PIER CAPACITY UNDER RIDGE SUPPORT POST MAXIMUM PIER LOADS (LBS) SEE NOTE 1 FTG. SIZE STEEL @ 3" ABOVE BOTTOM W I L D 1500 16" 14" 12" N/A 2000 16" 18" 12" N/A 2500 16" 23" 12" N/A 3000 16" 27" 12" N/A 4000 24" 24" 12" N/A 5000 24" 30" 12" N/A 6000 30„ 29" 12" 344 E.W. 7000 30" 34" 12" 344 E.W. 8000 32" 36" 12" 444 E.W. 9000 36" 36" 12" 444 E.W. 10,000 36" 40" 12" 444 E.W. 11,000 36" 44" 12" 544 E.W. 12,000 36" 48" 12" 544 E.W. 13,000 36" 52" 12" 544 E.W. TABLE 2 ANCHOR BOLT SPACING AT FOOTING SIZE FOR INTERIOR PIERS LOCATION OF ALLOWABLE SOIL BEARING PRESSURE= 1000 PSF MAXIMUM ON -CENTER PIER SPACING PIER LOAD PAD SIZE SIZE 6' 2,000 # 2 x 12 x 24" T-6" 2,400# 2x 12x330" TABLE 3 ANCHOR BOLT SPACING AT PERIMETER STEMWALL LOCATION OF ANCHOR MAXIMUM WALL LINE BOLT SIZE SPACING 6 OF BOLTS SHORT WALL 1/2" DIAM. 32" O.C. AT EACH END GROUT AS SHOWN. EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT NE REPRODUCED WITHOUT LONG WALL WRITTEN PERMISSION. AT EACH SIDE 1/2" DIAM. 60" O.C. MOBILE HOME ANCHORAGE TO FOUNDATION: TRIPLE WIDE DOUBLE WIDE WEIGHT OF BUILDING (WT) = 41 PSF 41 PSF WIDTH OF BLD'G (Wbldg) = 40 FT. 25 FT. LENGTH OF BLD'G (Lbldg) = 70 FT. 60 FT. HEIGHT OF BLDG (Hbldg) = 9 FT. 9 FT. HEIGHT OF RIDGE (Hridge) = 20 FT. 16 FT. LATERAL FORCE PERPENDICULAR TO RIDGE WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbldg/2) = 15.9 * (70 / 2) * (20 - 9/2) TRIPLE WIDE DOUBLE WIDE Vwind = 8.6 K 5.5 K SEISMIC FORCE (Vseismic) =.1 15 * (WT/2) TRIPLE WIDE Vseismic = 6.6 K < 8.6 K (WIND GOVERNS) DOUBLE WIDE Vseismic = 5.5 K < 3.5 K (WIND GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K / BOLT * Wbldg / V TRIPLE WIDE ABspacing= 42 in MAXIMUM. DOUBLE WIDE ABspacing= 42 in MAXIMUM. LATERAL FORCE PARALLEL TO RIDGE WIND FORCE (Vwind) = Pwind * (Lbldg/2)* (Hridge - Hbldg/2) = 15.9 * (40 / 2) * (20 - 9/2) TRIPLE WIDE DOUBLE WIDE Vwind = 4.9 K 2.3 K SEISMIC FORCE (Vseismic) =.1 15 * (WT/2) TRIPLE WIDE Vseismic = 6.6 K > 4.9 K (SEISMIC GOVERNS) DOUBLE WIDE Vseismic = 5.5 K > 2.3 K (SEISMIC GOVERNS) ANCHOR BOLT SPACING (ABspacing) = 0.760K / BOLT * Lbldg / V TRIPLE WIDE ABspacing= 72 in MAXIMUM. DOUBLE WIDE ABspacing= 72 In MAXIMUM. USE: 1/2" DIAMETER x 10" ANCHOR BOLT AT 42" O.C. ALONG THE WIDTH OF THE BUILDING AT LINE O & OB 1/2" DIAMETER x 10" ANCHOR BOLT AT 72" O.C. ALONG THE LENGTH OF THE BUILDING AT LINE / �VIFORN� T N,G 8 cRvi- voR T� C SK�R 0,40Vgp f,pN13�p 00 Of vx- 5EC E V'p 1. E 114010' fc %T%o Ep NpM M�`NVF^ FOUNDATION DESIGN CRITERIA THE FOUNDATION AND ANCHOR BOLTS SHALL BE DESIGNED IN ACCORDANCE WITH THE 2007 CBC AND DESIGNED FOR THE FOLLOWING CRITERIA: MAX. WIND SPEED (3 SEC. GUST): 85 MPH WIND EXPOSURE: C SEISMIC DESIGN CATEGORY: D SOIL BEARING: 1,000 PSF SNOW LOAD: 100 PSF 7 e _ - 4 GROUT AS SHOWN FULL 10 6 11 r GROUT AS SHOWN. EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT NE REPRODUCED WITHOUT WRITTEN PERMISSION. 0 00 FOR ASSEMBLIES 5 BLOCKS AND LESS USE DOUBLE 000 000 000 0 0 Oo Oo n n 0 n 0 0 n 0 n o / BUILDING INSPECTOR TO VERIFY-� IGNITION RESISTANT CONSTRUCTION SYSTEM INFORMATION CERTIFICATE Is AFFIXED TO MANUFACTURED HOME 6° THICK MARRIAGE LINE SUPPORT 1. 4"x 6"x 16" SUPPORTS AT MARRIAGE LINE. SOUTHERN PINE OR HEM -FIR. 2. MIN. 3/4" THICK PIER CAP HEM -FIR OR SOUTHERN PINE. 3. MIN. 2" SOLID CONCRETE CAP BLOCK. 4. HOLLOW -CORE CONCRETE BLOCK w/ CELLS VERTICAL 5• FORD] LESS THAN 48" NO GROUT REQUIRED FOR DH > OR EQUAL TO 48" FILL ONE PAIR OF OPPOSITI CORNER CELLS AS SHOWN IN DETAIL A WITH GROUT AND REBAR 6. CONCRETE PAD ON GRADE WITH "W" & "L" PER TABLE 1 7. #4 REBAR N.T.S. I 4 1. CONTINUOUS 3/8" CDX PLY. 1. FINISH SIDING OR TRIM FLOOR TO MUDSILL WITH 8d @ 6" /12- 1 2. 4x4 DF BLOCKING 1 2. 4 x 4 D.F. BLOCKING 9 10 11 3. VERTICAL #4 REBAR @ 32" O.C. 2 3. FINISH SIDING OR TRIM _ _ 2 CENTER IN STEMWALL 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" 4. 2 - #4 CONTINUOUS WITH ANCHOR BOLTS WITH3" CLEAR TO BOTTOM 3 SPACING PER TABLE 3 Z 5. HORIZONTAL #4 REBAR @ 18" CO ON THIS SHEET WITH Z_ - 13 m O.C. TYP. WASHER PER NOTES 8 6 5. BASE ROCK WITH OPTIONAL co ? �' ti 6. 2 x S x 16" P.T. PAD 6 MIL VISQUEEN. BUILDER �I' 7. 2 x 12 P.T. PAD WITH JWILL DETERMINE IF VAPOR 7 5 c SPACING PER TABLE 2 Z BARRIER IS REQUIREDOR 24"x 24 ABESCO PAD II, N INSTALLED PER MFGR'S. D 6. 8"x 8"x 16" CMU BLOCK WITH r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Il, RECOMMENDATIONS SPACING PER MFG. 0 0 0 0 0 00 0 0 0 00 0 0 x " a S. 8 x 8"x 16" CMU BLOCK " 5 L FROST _ n LINE PER BLDG. DEPT. 1111311 *1 PERMIT SET 7. 2x WEDGE BLOCKING����� , 6 M 9. 2x WEDGE BLOCKING I'I > 8. CHASSIS BEAM PER MFG. FROSTED a "? 9. FLOOR FRAMING PER MFG. LINE 12 4 : H, iv 10. CHASSIS BEAM PER MFG. 11. FLOOR FRAMING PER MFG. W t 10. 2 x 8 x 16" P.T. PAD =019 12. BASE ROCK WITH OPTIONAL r 0 11. 2 x 12 P.T. PAD WITH W d J SPACING PER TABLE I I � 3 6 MIL VISQUEEN. BUILDER z ! v F} " " 1'3" WILL DETERMINE IF VAPOR W t N N z O OR 24 x 24 ABESCO PAD 16 v s, o, W W 12 INSTALLED PER MFGR'S. BARRIER IS REQUIRED W n o z N 2 c 113 v RECOMMENDATIONS 13. 2 x 4 P.T. PLATE W/ 1/2" x 10" z 2 = i" � 94 0 �uRl IC- z o 12. VERTICAL #4 REBAR 24" O.0 ANCHOR BOLTS WITH L'✓ W v r a W t @ SPACING PER TABLE 3 W/ HORIZONTAL #4 @ 12" O.C. ON THIS SHEET WITH CENTER IN 6" STEMWALL WASHER PER NOTES _ ... __ ,FOUNDATION & INT. SUPPORT N.T.S. 7 RETAINING & INT. SUPPORT 1 1. MANUFACTURED HOME BY OTHERS 2. 8d GALV. @ 6" O.C. EDGES 3. 2 X 4 TOP PLATE 4. 16d SINKER @ 12" O.C. 3 5. 3/8" CDX OR OSB WITH -n 8d @ 6"/12" OR 5/16" HARDI PANEL SIDING WITH 8d HOT DIPPED GALVANIZED NAILS 5 @ 6"/12" INSTALL PER MFG. 6 RECOMMENDATIONS 6. 2 X 4 PONY WALL WITH 7 STUDS @ 16" O.C. 7. 8d @ 6"/12" INTO 2 X 4 io � 8 PRESSURE TREATED SILL _ 8. UNDISTURBED SOIL I i 9, 1/2" X 10" ANCHOR BOLT Z - - W/ SPACING PER TABLE 3 9 ON THIS SHEET WITH 04 1. PER NOTES FROST * LINE PE 10. #4 TOP AND BOTTOM U.O.N. BLDG. I 10 12" FOOTING DETAIL N.T.S. 6 FOUNDATIO 1. MFG. HOME BY OTHERS 2. MFG. WALL BY OTHERS 3. PLYWOOD SPLICE - 4. 3/8" CDX OR OSB WITH 8d @ 6"/12" OR 5/16" HARDI PANEL 2 SIDING WITH 8d HOT DIPPED 1 GALVANIZED NAILS @ 6-/12- 3 INSTALLED PER MFG. RECOMMENDATIONS 5. 4 X 6 RIM WITH VENT PER 4 CODE 6. 8d @ 6"/12" INTO 2 X 4 P.T. SILL 5 6 7. UNDISTURBED SOIL OR Z ENGINEERED FILL 7 8. 1/2" X 10" ANCH. BOLT WITH C14 M 6" tO SPACING PER TABLE 3 ON Ki THIS SHEET WITH WASHER PER NOTES 11 _ 8 9. #4 TOP AND BOTTOM U.O.N. 12" N & INT. SUPP i THE, 20107 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA N.T.S. ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. 1. CONTINUOUS 3/8" CDX PLY. FLOOR TO MUDSILL WITH 8d @ 6" 712" O 2. 4 x 4 D.F. BLOCKING .� O 3. FINISH SIDING OR TRIM 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" ♦ Q ANCHOR BOLTS WITH v SPACING PER TABLE 3 `�+ � z ON THIS SHEET WITH cc WASHER PER NOTES W I ;! Q 5. BASE ROCK WITH OPTIONAL a Q O 6 MIL VISQUEEN. BUILDER O C a WILL DETERMINE IF VAPOR BARRIER IS REQUIRED J 6. 8" x 8"x 16" CMU BLOCK WITH O z SPACING PER MFG. Q 0 7. 2x WEDGE BLOCKING _to S. CHASSIS BEAM PER MFG. Z Co LU o 9. FLOOR FRAMING PER MFG. 0 ftJ NA 10. 2 x 8 x 16" P.T. PAD LU ccU! "'J 11. 2 x 12 P.T. PD WITH SPACING PEABLE 2 R T O O LU OR 24"x 24" ABESCO PAD Co INSTALLED PER MFGR'S. M cc Q RECOMMENDATIONS W 12. VERTICAL #4 REBAR @ 48" 0. o O W/ HORIZONTAL #4 @ 18" O.C. cc Vit CENTER IN 6" STEMWALL O CALIFORNIA CODE OF ORTN.T.S. 2 REGULATIONS TITLE 2-5 REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY TO THiS PROJECT 1. e _ - CORNERS. FILL WITH GROUT AS SHOWN FULL 12" N & INT. SUPP i THE, 20107 CBC, CMC, CPC, CEC, AND 2005 CALIFORNIA N.T.S. ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. 1. CONTINUOUS 3/8" CDX PLY. FLOOR TO MUDSILL WITH 8d @ 6" 712" O 2. 4 x 4 D.F. BLOCKING .� O 3. FINISH SIDING OR TRIM 4. 2 x 4 P.T. PLATE W/ 1/2" x 10" ♦ Q ANCHOR BOLTS WITH v SPACING PER TABLE 3 `�+ � z ON THIS SHEET WITH cc WASHER PER NOTES W I ;! Q 5. BASE ROCK WITH OPTIONAL a Q O 6 MIL VISQUEEN. BUILDER O C a WILL DETERMINE IF VAPOR BARRIER IS REQUIRED J 6. 8" x 8"x 16" CMU BLOCK WITH O z SPACING PER MFG. Q 0 7. 2x WEDGE BLOCKING _to S. CHASSIS BEAM PER MFG. Z Co LU o 9. FLOOR FRAMING PER MFG. 0 ftJ NA 10. 2 x 8 x 16" P.T. PAD LU ccU! "'J 11. 2 x 12 P.T. PD WITH SPACING PEABLE 2 R T O O LU OR 24"x 24" ABESCO PAD Co INSTALLED PER MFGR'S. M cc Q RECOMMENDATIONS W 12. VERTICAL #4 REBAR @ 48" 0. o O W/ HORIZONTAL #4 @ 18" O.C. cc Vit CENTER IN 6" STEMWALL O CALIFORNIA CODE OF ORTN.T.S. 2 REGULATIONS TITLE 2-5 REQUIREMENTS AS AMENDED BY THE JURISDICTION APPLY TO THiS PROJECT 1. #4 REBAR IN OPPOSITE _ - CORNERS. FILL WITH GROUT AS SHOWN FULL HEIGHT FOR ASSEMBLIES 6 BLOCKS AND HIGHER GROUT AS SHOWN. EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT NE REPRODUCED WITHOUT WRITTEN PERMISSION. 2. FOR ASSEMBLIES 5 BLOCKS AND LESS USE DOUBLE BLOCKS ON P.T. PADS.-------=owl¢InNS 3. CONCRETE FOOTING I FILE COPY 4. OPTIONAL BASE ROCK BUILDING PERMIT# 00 -2,L/ / DESIGN: JMR ASSESSOR'S PARCEL#r16 B JITTE COUNTY 3L) G, -)IN DIVISION i1i111el C FOOTING DETAIL 5 COLUMN DETAIL AT c N.T.S. SLOPE N.T.S. CHECKED: JMR DATE: 12/1/08 SCALE: SHOWN JOB NO. 901 SI -I[ -9T NQ SM r