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028-270-178
r a ,r a yyre r; n(4T" 7 h s LAND DEVELOPMENT SHEET t. COMPLAINT TO INSPECTOR ENCLOSED a 028-270-178 99-2814 21, HARKEMA, ROGER & EVELYN � a,BANGOR , 028-270-178 99-2829 L HARKEMA, RODGE BANGOR aj r CONTR:.HAROLD BALAZ -MHU FIAwz- Z Ila 10 MHU TOBEPLACF.DONFRONTOFIACKFI- ' ELECTRIC ;W0 �3 U GAS LINE LPG VY Z6' COMPACTION TEST REQ? 'n'O SUPPORT STRUCTURE REQ? _ 028-270-178 01-0284 l HARKEMA,ROGER :1• %f1�I/y'tj, BANGOROO -CONTR: OWNER A �� O� SCREEN PORCH 1 j'. Sfon-,�a�, l?/ i HA � ►�,� - BUILDING u o I PERMIT# d 3 ..._..._. _' ..... .. DECK OR PATIO COVER assessoR�s , SHALL NOT BE ATTACHEL PnRce�# aLe go oTO MANUFACTURED HOME — - N F .I I V.. .51:Y LE1.,+I , (v Z W 2,600 i �/ _ - � j lu r,?ri a 00 Co CL -iWON ai \✓ s 9<'ti�FFO 'y9�O L'pc,� \ Fs % NOTE.. SITE 0ON0*T:rNS 9 _ ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT -CBC, CMC• CPC• ! � `� 70 — /7� SHOWN ON THE APPROVED PLANS: 'THE 2007 • EXCESSIVE SLOPES CEC, AND 2005 CALIFORNIA EXPANSIVE SOILS ENERGY STANDARDS AS • EXCE881VE CUTS OR FILLS AMENDED BY THE JURISDICTION . ALTERATIONS TO NATURAL DRAINAGE APPLY TO THIS PROJECT. • OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS V. REFER TO APPROVED J �� �% f PLANS FOR ADDITIONAL �!- .1" [ -{ O� �� NOTES AND INFORMATION FOR THIS PROJECT RITTEE 2 V C.1 W 1 N i ' 0LtJ W v q . a y o v C -,n z An 1 4� e. ct L? Q J 45 3 © Q t .=o .z 2 V C.1 W 1 N i ' 0LtJ W v q . a y o v C -,n ..9� • � . S3INdl1� z 0 4� s � © Q t ..9� • � . S3INdl1� a t'I 00 t_ 74 . f t io F '1 • iii IM CALIFORNIA DEPARTMENT of FORESTRY and FIRE PROTECTION OFFICE OF THE,STATE FIRE.MARSHAL Published by CAL -FIRE FIRE -ENGINEERING DIVISION Revised 08/15/08. ttR,//osfni fit t iflrepnolneer/pdfJb, ml�wulorodt�c Starting January 2008, the new 2007 California Building Code (C�C`fbspem is effective. For products to be used In the Wlidl'oducts to COnd Urban standards. With specific there are some regulations that required building p standards. s local In an effort tondustries, design, building officials a readily list of c mpliance wUl products' the State l Fire and 9 Marshal is publishing this -WUI Products Handbook". d and verified their All products published In this handbook have been reviewe submitted to the cqrclance SFM and nlCompliance will beth the new 2007 Bpublish dSFM slt should onlyproducts ,p�oducts are not in this handbook may still comply with the standards. It Is that.requirement for any products to be In this handbook. This handbook will be categorized Into 4 main sections; 12-7A-1 ) 1. Exterior -Wall Siding -and Sheathing (SFM Stan 2. Fxterior'Wndows (SFM Standard 12.7A3. Under -2) 4. Deckingaa(SFM Standard 1 3) (SFM Standard d12 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 approved orcdisse. The local Authority Having Jurisdiction (AHJ) has the right to app used within their respective Jurisdiction approved products for data . ants. The CSFM ore approvals ire staff reviews test resuca lts and/or other ddata' butcdoes not make F Engineeringanyro riate an.lndependent verification o codes and ordlnances.tFeferllto the appropriate constructed in accordance with all app AN for details. -07 z Building Standards and Materials for Building Code Chapter 7A, 2007 California. Building Code The Califomla Building Commisslon adopted the Wlldland-Urban Interface (WUI) codes in late 2005. The rna)orlly of the new requirements lake effect In 2006. These new codes Include provisions for ignition resistant construction standards In the wildland urban Interface. The updated fire hazard severity zones will be used by building officials to determine_ appropriate construction materials for new buildings In the wildland urban interface. The updated zones will also be used by property owners to•comply with natural hazards disclosure requirements at lime of properly 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 pro)ects go•thro.ugh; the plan checking process; To best assist them In determining If a product meets the code requirements, lherSlate Fire Marihal's.Building Materials Listing program.(SML) Program is accepting "applications for materiels for listing or for the review of meeting the standards. These materiels will be posted on the SFM BML webalte at: tip;//os fm.fire.qd,uov/strucfiraenalnea_r�a�[Ll1ml/wSloroducts.udf and the Wildland Urban Interface. Building Codes page of the Wildland Hazards and Building Codes at )�;/fjvww.flre.ca.flgy/fire-pLRventlon/fire e�aventlon-wlldland_eo es.ghR The SFM listing service provldes building authorities, architectural and engineering communities, contractors, and the fire service with a reliable and readily available source of Information. .Since the materiels 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 th3se products are strictly voluntary. Meterials not listed by.the SFM may sUllqualify for use provided they mel all the requirements under Chapter•7A. If not listed on the. SFM site, all documentation and testing certificates. showing compliance must be submitted to the building official having Jurisdiction for final approval. For Pro luct list n Information please contact; Ben Ho, Chia( Fire Erfglneering Division 1131 S Street, Sacramento, CA 95811 (616) 445- 6312 tgjhoCozfire.ca.aov . Information regarding the listing application, regulations and publications etc. can be downloaded al:, Isln!cflreengineer bml.php �++ rr0«m fire oa acv/slrucflreen, htte!!o fm:lire:ca.acv/s!^rcflreenalneer/adf/bmlllisitngAonncauon pdf // f fire a no /st_�cflreenaineer/odf/brnllt-12�dt llo f Ilr cBreenalneer/p migh//caste v dies i abs.pd h13° /loafm fire ca o / n Ireenameer/ondf/lab/an r I t t "'lldland Ha ards aitd Wlidland Urban Interlace regulations �nd Chanter 7A alease contact. Ethan Foote, Assistant Chief WUI Regulations Unit 1131 S Street, 8) CA 958111 1 445-6200 ethan fooIe_Pfire ca.gov lWildland snhp ed at: J%a9odep httpwwW.nreca.gov/Qre_peventlonIreprovelloorl_wildiand_c All SFWUI standard can be downloaded at the following 11nks: Y Testing Standards CA SFM 12.7A-1, Exterior Wall Siding and Sheathing hltp:/Aw/w.fire.ca.90vRre_prevenUoa/dovmloads/Part_12_CA_ FM -12.7A-1 Tesl_Slandards.pdf Y Testing Standards CA SFM 12.7A-1, Exterior Windows hltp:/Mww.nre.ca.gov/fire_prevenlion/downloadstPart_12_CA_SFM_12.7 A•2_Test_Slanderds.pdf D Testing Standards CA SFM 12.7A-1, Under Eaves hllp:IMrww.lire.ca.govinre_prevention/downloadsiPart_12_CA_SFM_12.7A•3 TesL.Siandards.pdf Y Testing Standards CA SFM 12YA-1, Decking hllp:/Mmw.nre.ce.govHire-preventiorUdownbads/Part_12_CA_SFM_12.7A-4 TesLSlandards.pdf 4 2007 California Buiiding Code . CHAPTER_7A MATERIALS AND CONSTR EPOS RE SOMJ FOR EXTERIOR WILDFIRE SECTION 701A SCOPE, PUAPOSEAND APPLICATION 7ofA.1 Scope. fiIs chapter applies fo Dulidng rnaterfels, systems and or assemblies used At (A■ esferfor design and 'conshuc0on of newbvildings located MOM a Nlldiend-When lntarfece F7ro Area as donned In Sedfon 702A 791A.2 Purpose, The purpose of this CAapferls to establish minimum standards forlha protection offife end propeAy DY Increasing the ably of a rebuilding located n any Fire Hazard Severity Zone within State Rtspons@lacy Amos or any lMldland•Urban Interface Ftre Area to reslsl (fie nbuslon cf name Drbumng embers jamledod by a vopefeflon the and confrOwfos to a Jyslemadc redudlon In conflagration losses. lotA.7. Application. Newbu00ngs loce(edn army Fire Hisard Severity zone Mlhn Stare Responsrogffy Areas or any WtldloWil.lrban Interface Fba Area desloafed by (he enforcing agency for MICA an eppocedon fora bulIding psrmA is submitted on or after December 1, 2005, then comply Mfh the fonow(ng Svcffons: , 1. 704A.1—ROOOng_ 2, .104A.2- Ahic Ventilation IOIA.i.f Allematos formaferfals, design, taste, andmofhods o/consfruetlon fie ndix Chacblq ter 1,agenSec tionpen10eQfa modify the previsions ofthis chapter for alfe•sped0o L-ondillonsn dewrdence Ivf(A Appends c ction an sAen D8 submNtad Mlenre uAAeew((he theCo nlaRahe lQr(CodeAChapores.t�llfingmodlpeenons,ahepro accor 701A.J.2'Naw Buildings Located In Any Ffre Hazard Savorily Zone. NewbuOdings located In any Fire Hatord SevarfiyZons shad comply Will one bt0re following: ' .1. S(efe Responsibility Arnos. NewbuOdngltI n. any a Hot aner savorily anveryZone WfIll in State ad Respollsply wlfhian blillY fo Aot, for Which an appticeRon fors bundng pamlf is sections of this chapter. 2. Local Agency Vary•Hfgn Fire Nocard Severity Zone. New bufddngs located In any Local Agency VaryHlgh Fire H81,14Sevonfy Zone for which an applloaflon for a bundng pOmrRis submQ(ed on or after July 1, 2006, she.0 comnplY. with ansaetions clihis chapter, .7. Wlldlend•Urban Interface Fin Area designated by the enforcing agency. Newbuanon lora ed in a ny sfgnefed Dy tn Penin Is WRdland-Urbail ifterfade Fire Area do he anlordnp agencyfor wAkA en .app submitted on or after January 1; 2008, shag comply Will all Sections 011111 . chep(Of 70fA j..1`1 Inspection and cor0caflon• BuIldnppermg epp0ce0ons andfinel campledon epFrevefa rorbuRGings wnhn the Scope end applIcadon of ade chepfersha0 comply whir the foRo%ing: 791A.7.2.2 Thefocal bundng oNfdal shall Marto ccntbuCIOn pravfde the ownorcrappdoenf a certlffcefion metme building . as sed fo be bunt domPOes Will s0 appRdable'left and lace/ bunting sfandards, ndudlnD Mass for ma(edals and proposed .eonsevellon ma0uods for wfAlAra e,,our. es deswMadn ads'Chepfer, TOtA.7.l,7 fix foce/bu0dnpoMclef Ma& upon completion olcanstructio4 provfda (fie OMOrOrappircantfifih a copyol(ne nnalnspec(lonreparf(ho(damonsirelestha DuflrOnp wascofor compeence wv el did�u°d state Ws Chapter p standards, ndudlnD!hose fdrmaferfels and cgnsDvciton MenloefA'dJ for mWdfve expo 5 Tj��(7Ca01tobulrnia abPoResouea+Cade420lerdCeAlo/Ne6o codeSectiontIoz fen men++ SECTION Tom • DEFINITIONS For (fte purposes ofthls chapter, carren terms are deftned below•, , . COP DIAECTOR means Ore Olrecfor arflre Cogromla Department of pores&y and Fire Protection, Inc FIorfaFIRE ROTECTIONfdePLAN Ise+docufominDnfted1bro Spec Defepo/ileitorics+lromwAdfueexposure.ect or development proposed for 9 midland-Uroan ce Re ways of The Fire pre(edlon Plan thaADe In eocordanc enW t h t hit odhipfor i+, oondf Are Pre ecflan P rCr +nen eesubmifedd.. tOnlYb eOY by(Aeenforangagencyfortheprop to adoptedonffnonce s that have been Ned%fill rhe CeOfomla BuRdlnpSfertderdt Commission or (he DeparfineMofHovtrnp and Community Development In accordance with Section to 1.6 shall apply. Coni&E NAZI1RD SEVERiyYZONES are pedgraphIcal areas designate dore(e In Ste ursuAl"( 10 o Re ponsiblliny Are aa Public Resources cs Local Sections 4201 through 4204 and classified as Vary High. MgA, or Agency very HighFireHazard Sovadly Zones. designated. pursuant to Cggfomia Govemman_t Code'Sections 51175 through 51, eq. See California Fba Code Arflde e0. ` The Cgigamis Coda ofRegul■Oon+, 170a 14, SedOon 1280 onORes the maps ofOrese geoprepAleal areas eJ'Mep+al fire mia,' Fire Heterd SeverRY Zonas n (fie Siete Responsibility Area of CBRIO lesfedbm roa6oll84 t� IONRION•RESISTAbriMATERIALls onyPredudWhh'%hen uilinn.naddion, the a ansd not shathere a dame spresdolnotower25 and Opshow ho �o�cratebvnefeferry time dudnB the test pe$$ mac Aan log feet (5200 nerd beyond W l#rfalssha0pesstheat:elerateds4eeflerfnglestendbeIdenROadatExeorfoftype,neeroNeneewifAASTM' nshaand D3201, Ad recognized sed by (he Stele Fbe Marshal Aeving a savfce far In action or IssuAS ed by ICC•ES4CBOJES Or attesting rad�'Tran re sh� ed Inc Ne Performance rating havMg. That ldonfiAee(isp shad e materials of me factory. FAe•Refwdanf•Thaefod Wood ornoncvmbus0ale metedeh a+ dedned n +action 202 shed sail+N fire intern orfAls s section The enforcing egenrymsy use e(nerdefin0fons oNpn?fonnrl+(ent mefene! Ilia! renae(wnddre exposure (a buddng materials andforfAeh MON116ls performance In resisting (pnldofL 51175 and l5110 l met is not a state LOCAL AGENCYVEAYHiON FlAEHALiRD SEVERITY20NEmeans ail area desi0nefed Dyelocal agency upon! e recommendefion offhe COP Director PunuantroCCrMm�l a�A Sections dijMc��t responsible for Are protection. responsibility area and %flare a local agency, CRY, Y. A' ors ibleOnt fo public Resources STATE RESPONSIBIUTYAR, meanslandsfne(areoveting an Supphe ressing ofForestryp Code Section 4125 Where the Mandalre+Pons2sRyolprevenlnp andtupp�ressnDfere+tAra+IsprlmerRyNeresponsNtiry of the stare. LDFIAEIs sly unconhoOodAre spreading (hough ve080(tve fuels Ulaf tivealen+fo dtt(royllre, property, orreroun:ar WI es defined n Public Resources Code Sections 4107 end 4100. WILDFIAEEXPOSURE Is one oro combination ofradlent best. convective ties(, dbef name contact andbuming ambers Deng projected by vogafellan fire In a structure and its Immediate environment. yVILOLAND•VABAN INTERFACE FIAEAREA Is a 9009"Phloel area 'dentine' state e+e •fire Hazard Srveriry Zona•tru accordance m7h lhs public Resow'cas Code Sections 4201 fAroupA 4204 and Government Code Sections e1115 fArevpA $1150, Brother areas detfpnefad by the enfomHng agency to be of o significant doll dem wgdfires. See Section 706A for the applicable referenced Sections of the oovemmenf Code end (fie Public Resources Cade. SEC770N 703A - STANDARDS Or QUALfry _ 703A.1 Central. Malarial, ry+(ems. end memoo of c n:iVdhn'tied shag be in accordance will=fMa Ghapror• elastin 707A.2 Ousimcadon by TuOnD•. M01eria1 andmeteriel ersam0p.s failed m ecoordance t70A ths elh, P usonned o/aedion 10JA shegbe acospfedloruse whenfhomsuna andcononVon+o/1Aoletcan ere mel. Tosfmp SAa6be periornedPy g agency approved by me Sten Fh Mershel crldnWOd by an 1CQ.E54CBO-ES repaL Slate F7re Marshal standards listed below and asreferencod In this Chaplar are located In 702A.2 Sfendardir of Gusllfy, 7710 rhe Collornto Refor ncad Slendards Code. Per. 12 and Chap nr SB of mis code. .SFM tf•TA•f,.Ex(eriOf MR Siding and Sheathing SFM 11 -TA -2, Exterior N4nd0w SPM 12.TA•J, Vnd0r Eave .SFM 12.7A4, Dnddng . •"--' —SECTION 704A • MATEAIALS, SYSTEMS AND.METWOO$ OP"CONSTAUC7701( SECTION I0IA.1• ROOFS 104A.1 ROOFING 704A.fs Osneral, Roof: shell comp with the"roqulremenn orehopfer7A nd Chep(or 16. Facts sheahave a roofing assembly msnned In. aceordanco will? In Inlmg and the mnufecnebr'7 installation M+Dvaflons.. 70IA.1.3 Roof ConrmDi• Whers the Soo/pre0re allows a space befwa an me foolcoveffng endroerdochmg the spovu . TQ4 be cAoof dad rI ff s- Of" mhv:lon of0emu and ember; be Ne•sfoppod wgh approvedmaledefs orhave one jhslayer of No. 72 ASTM. cap lhee(fnsfORed over the combustible docking. r6eetf pope) eortoslonrulrfdnrmefalln tsM;d over 0 minimum 76 lnehen provided, YGOGYMIshIngs ShBUb# ea (014 mm) wide urrdedeymerd con"'Ung tone Iayero/No. 72 ASTM caP.+hsetrunning the N1lreng0l; arms valley. 704A.1.6 Roof Outten. Aoof guflers shag he provided with line mantis prsvgnf the aacumufation orleaveS and dabd+m fisc guifer. .704A.2Atuc Ventladon. 704A.2.1 Oenen6 When re ghdred by Chapter 16, morend afro vents aAeRnilonWslon o/game end eage e01c WOO-011ho struc(ure, or shag he protected by corrosion MJ11(onl non•cmbumDu+flDle hoe mesh with H inchr (8 mmJ IntofAe .. openings orin equrvalenf. 704A.2.2 Eave of CorrlcsVartfi, Vann SheOnot be mafanedm eaves and comfces. Excep(lon: Ed Yo and comlce vents may be used provided they faster mlrvslon ofAemo endPuminD ambers into floe aelc Brea of the situc(ure. 701A.J.2 Eavi protection. Eaves and rhedmsef the rephdraments oISFM'f2.7AS orsho06e profec(ed Dylytdton• resistant materials or noncombustible'conshucpon on the exposed undersfda. 704Ar)•EXTEAI-OA WALLS " constructionen- snap pmvfdewprele Ion ham OhOvehul ofRonids aandsmbenoet a d cedance vA sfandardSFM 12.7A•1 wait t, end 704A.2.1:1 Ex(erlor wall covcrings. Exterior we# coverings +Aero exfond tram the fop of rhe to in (he case n to nof enclosed lofminelo of 2 hto (4o.9 mini pommel told wood bfoddng beMeenremen of enroo/overhercp; of novel, fianlnelo e( the endosum. c 704A.2.2 Exterior Wen Openings' Exiarnr Won oPenmgS Shag De In accordance with this rection. yp4A.3.2.f Exterior Wall Vann• Unless o(nerwise prohibited by .",'Provision, olthis code, Yen( openings in exfarfor wa6r 7040,2.2.1 a ktfrorlon of-0ame end embers hj� a vords rhes De monad colitis a sono+ln•rssnlnG non• combadDle 14M mesh Win Xinch (0 tMhi opanhtp window wool, gored door; and pfue00Penmgr crrtihm la» units MIA a minimum or one IemPered pane,. or plass block ungs. or have a fire Owerfo d•i Exterior a Alsuf and window walls, Exterior Mndowt, - ante exlerin- doors Shag De m{hdefm0•g resistance regng of not leu ratan 20 rthtrMe; whan tested iicd dmg to ASTM E 2010, or conform Io Na perlorm requbemenls of SFM f2.7A$ . sncoraqufroments . c a ,bliss. Exterfordoor,sSoMbIlOs �St 704A.7,2.2 Extoriordoorasseednonombustible censWcnbrL 000rwodhann SFM 12.7A-fgrrh2gbe ol°pprovNV4'hOk Wen rating Ihsn0 amiesndok wiinterior field panel U&Meu no minute Men tasted acm,011p to ASTM E 2074. Iikh this Excepflon: Nocombwllbre or saterforAre r°ferdent uea(ed hwod vehicle access dean are not rogtdnd to campy chaplet 704A.4 DECKING, FLOORS AND UNDERFLOOR PROTEC77ON- 704A.4.1 DaekiPg. a balconies Where any squcluro Shag comply MIA one at the rationing methods: 704A.Li.f Deehlnp Sunaess.OaekfnA surfaces; slag'treed; iter+. ond(andtnps o/dschr, Per= es, porWn or sudh surface 11 wnMt 10 feat (7046 mm! ol�0e Primary }, shell be corvWded oflpnRlon Rahfaof Mafedeh and lieu Me porformence raqukemnn of SFM 12-M-4. parts A end B. 2. Shag be oonr°vcfid nn heavy Reber,eAe/forfimretardant ova led woodn-oPpre I Cnon•comoatpea me(erato 7.Shall pass she perfbnmenco requtremens or SFM 12.7A-4, Pen A, 12.7A•4.7. S. f any MIA a rias peek no��rsfeaaa rate of 2WtMq-R We 40mmufe observation period end: e Decking smfaco material snap Pass the amolereled heeMilintg lest and 00 Nnfined as Exlevfor type. in accordance wim ASTM 02096 end ASTM 07201 anal; reef offAe dedtshanbe construcled D. The exlarlorwa6 cover0t0 n nroo1i 2 me dedhh epaehedndnNRt 100040"n"") of epprond noncombush'Ole n-fpnlfion re+INanf maferiaL Exeapflon: Webs ery notnquPedfo comfy w0h tris tvD•rectlon Nmo Oechmp surface mafenol conrlums fo AS 7M E•04 Class B Raine SPreehl. The use of ps"$, coatings, S(ems, Cromer surface h°abnsnfs ars avian approved moulod or profedlon as required m this Chapter. 704A.4.2 UndeRloorandA.PPandages Pro(ac0on 704A4.3A Underside o/AppeOIJdagal ndsgss and FloorPro/ec0om. Tl+s hmhlanide o/cenb7avpn and octan Shag belenclosed to Ins and Noorpro/edlons Shanmem(am (he ignfion•reslSlenf Integrity of aatarin-wag; n-lha pro/ greda. 704A.4.I Vnnelosed UnderfloorProtactron. BuShctgs shafthave all nderfloorwIl oebtedn Ota gad°nRtteAerin- Wass m eeoordenc�e w0 section 704A3 be or"ifted Exceptlon: the complete endosursormdercoachere(ectedasregfredr4l)eaterioripnRlon-rerlrfe meledelcsmtrpvctnn . suuM,velcoNmn;beams andruppoogwegsanpro .. orb. heavy Rebar. T06A.ANCILLAAYBUILGINDg AND STRUCTURES sac anvNarybadidings and shuctires and file enforcing 706A.f Ancarery Buildings endStructures-"onrequ d ayollhls Chapterg Y •-tilon defechod ecceuory structures Shag . .. — , ep .. - _ a Wildland Urban Interface (WUO 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 3030" 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'xB' panel. *Company Name: APA -THE -ENGINEERED WOOD'AS5DCIATION 701.1 South 19'" Street, Tacoma, WA 98466 Product Description:' ."APA 3030" plywood siding with reverse -board and batten, nominal 19/32" thick and shiplap edges, grooves spaced 12" on center, manufactured with face, back and center of Douglas Fir veneers and cross ply veneers of Hemlock or Douglas, 4'xB' panel. *Company Name: BARRIER TECHNOLOGY CORP. 510 4i1 Street North, Watkins, MN 55389 Product Description: BlazeguardO sheathing with Pyrotile bonded to K' CDX plywood, 3/8-1.1.5/32 K% 5/8" or VV thickness, panel size 4'x8' *Company Name: BARRIER TECHNOLOGY CORP. 510 41" Street.North,,Watkins, MN 55389 Product Description: Blazeguard0 sheathing with Pyrotlle bonded to 7/16' orlented strand board (058), 3/8", 15/32", K", 5/8' or.'h". thickness, panel size 4'x8'. *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Descrlptlon: Bodyguard° W-Rustic".siding Pattern Number 793, 794 and . 795, preservative treated pine,_minlmum 3/4x6 Inches dimension, with no through holes or loose knots, Installed over oriented strand board.(OSB) with a.7/.16* minimum thickness. For hori`tallat(an with. 9 AL1 *Company Name: BODYGUARD WOOD PRODUCTS 5485 14W Osprey Place, Portland, OR 97229 Product Description: Bodyguardo "RAS Smooth Face R/S" back siding Nos. 371 and 372, preservative treated pine, mInimunr 1 x6 inches dimension; with no through holes or loose knots, Installed over oriented strand board (OSB) with a 7/16" minimum thickness. Fvi ham' i�crallatlon oil *Company Name: 50DYGUARD WOOD 85 NW Osprey Place. Portland, 4OR 97229 Product Description: Bodyguard" 2 lap siding Nos. 430, preservative treated pine, minlmum l x6 Inches dimension, with no through holes or loose knots, Installed over oriented strand 'board ll (OSS) with with a 7/16" minimum.thlcicness_ F lig *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard° 3 lap siding Nos. 432 and'433, preservative treated pine, minimum 1x8 Inches dimension, with no through holes or loose knots, installed over oriented strand board (OSB) with a 7/16" minimum thickness. For horizontal In�tallatlon only *Company Name: BODYGUARD WOOD PRODUCTS 5485 NW Osprey Place, Portland, OR 97229 Product Description: Bodyguard' cove siding Nos. 771 and 772, preservative created pine, minlmum .i x8 Inches dimension, with no through holes or loose knots, Installed over oriented strand board (OSB) with a 7/16- minimum thickness. ForFor ho, rizwntal Inctallat�on on1v RING *Company Name: 943 San Felipe Road, HolDAR VALLEY lister, CA95023 le Product Description: PanelCedas 7.1 /8" exposureValley FTX re Treated I -Course sidingpr duct, WesterndRed Car iedar strand ented verticalboard (OSB) with a 7/1 G-graln heartwood shingle, minimum thickness. E.91. horizontal1nctallation oniv *Company Name:. CEDAR VALLEY MANUFACTURING io JAMES HARDIE BUILDING PRODUCTS, INC. 943 San Felipe Road, Hollister, CA95023 "California Stack" Cedar Shingle Siding *Company Name: 10901 Elm Avenue, Fontana, CA 92337 "Cempanelm' vertical siding, fiber cement 5/16" thick. Product Descriptlon: Cedar Valley ,1=Course Western. Red Cedar vertical- Product Descriptlon; Panel, 4 %: or greater exposure, grain heartwood shingle applied ovei nberglass.matte,to a r-Installed over oriented strand cut plywood backe, *Company Name: JAMES HARDIE BUILDING PRODUCT S. INC. Elled lm Avenue, Fontana, CA 92337 square board (OSB) with a 7/16" minimum thickness. Product Description. 10901 thick. n US' fiber•cement1/4"thick. p siding, "Hla" *Company Name: CERTAINTEED CORPORATION 803 Belden Road, Jackson, MI 49203 +"" fiber-cement, type "Smooth, "Weatherboards lap siding. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. Fontana, CA 92337 Product Description: Cedar, Smooth; Bead, Textured .Bead, Select Cedar, Dutch Lap", s/16" thick, S Y." to 12" width, 12' length. Product Description: 10901 Elm Avenue, S/16" thick. .HardIePanel'"" lap siding, fiber-camei er-cement, °HardlePanel'"" vertical slding, fiber-cement 5/16' thick. *Company Name: CERTAINTEED CORPORATION 603 Belden Road Jackson, MI 49203 *Company Name: LOUISIANA-PACIFIC e, TN 37219 414 Union Street, Suite 2000, Nashvill exterior Product Descriptlon: "WeatherboardsT" shapes siding,,flber•cement type "Perfectlori Shingle, Random Square Staggered Edge, Half product Description: standardnted "LPaSmartSldew nd back•boneecis . tllon sckeappliedoverl/2siding. Rounds, Octagons, 5/16' thick, 16' width,,48" length. gypsum wallboard. *Company Name: CERTAINTEED CORPORATION. Belden Road, Jackson, MI 49203 *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite 2000, Nashville, p el siding. Series" exterior panel siding, Product Description: 803 'Weatherboards*"" vertical siding, fiber-cement, type "Stucco, Smooth, Octagons, Product Descriptlon: "LP Smart5lde° Precision oriented strand backbone, 7/16" thick. Cedar 8"Groove, Cedar (no groove); 5/16" thick, 4'° width, 8, 9 or 10' length. *Company Name: LOUISIANA-PACIFIC wet 414 Union Street, Suite 2000, Nashville, TN 37219 l p si ing. *Company Name: COLLIN PRODUCTS LLC 6410 Highway 66, Klamath Falls, OR 97601 Product Description: 'LP SmartSldew Fountatlon Series" exterior r process fiber back-bone, 1 /2" thick, app type X Product Descriptlon:. TruWoode 7/16' Sturdy Panel vertical lboar p siding, over 5/8" Type X gypsum wallboard: standard gypsum wallboard. Installed OCompany.Name: JAMES HARDIE BUILDING PRODUCTS, INC. *Company Name: LOUISIANA-PACIFIC 414 Union Street, Suite,.2000, Nashville, TN 37219 Series' exterior panel siding, wet 10901 Elm Avenue, Fontana, CA 92337 "Artlsanm"'lap siding, flb4r•cement 5/8" thick. Product Description.: "LP SmartSidem Fountation fiber back-bone, 7/16" thick. Product Description: process OCompany,Name:. JAMES HARDIE BUILDING PRODUCTS, INC. Avenue, Fontana, CA 92337 *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, 97470 " thick, plain square edge, APA Product Des criptlon:..."CemplankO" 10901 Elm lap siding, Aber-cement, 5/16' thick. Product Descr(ptlon: "Breckenridge" Siding, 19/3322 tx - it *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through or oriented strand kbo ts. Installed over structural plywood (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard P52, with the following interlocking designs when Installed In accordance with industrial technical guide. Refer to manufacturer's Installations for details. 1 T „a a Groove ShjR aV Loo CLbjn: When applied in a horizontal orlentatlon with minimum nominal G' wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Fro',i""Douglas " 'White and Spruce". or otherwoo species having a Flame Spread Rating not greater than 150 (Class C) when tested In accordance with ASTM E84. 2. Rabbeted Bevel: -When applied In a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board a_ nd Batten: When applied In a vertical orientation with minimum. nominal 8' wide and nominal 1".thick nominalboards, and minimum nominal 4" wide and A" htick batns, With boards Installed with a gap not more than Y", with battens fastened to the wood frame with not less than 3" long fasteners ata 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.. L4 I certified siding, Installed over 5/32" CDX plywood sheathing. *Company Name: ROSEBURG FOREST PRODUCTS Co. P.O. Box 1088, Roseburg, OR 97470 'Douglas Fir" siding, 11/32 thick, 12' groove spacing, 1.5" Product Description:. groove width; 3/8" groove depth, shlplap, APA certified siding, Installed over 15/32" CDX plywood sheathing. *Company Name: ROSEBURG.FOREST PRODUCTS Co. Product Description: P.O. Box 1088, Roseburg, OR. 97470 "DuraTemp' siding, 1.5/32" thick, 4 ply,".8" groove spacing, lap edge, APA certified siding, Installed 3/8" groove width, overt 5/32" CDX 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 log, mechanically fastened to 7/16" oriented from softwood 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 i" gap between - sections. Foamed polyethylene backer rod filled the gap between log sections, providing support to a minimum Y' thick application of UL listed Sashco Sealant, Inc. chlnking material. *Company Name: WINDSOR MILL 7950 Redwood Drive #4, Cotatl, CA 94931 Product Description: WlndsorONE° 8025 w 1212 preservative treated radiate solid pine wood siding, 1x6, 1x8, and 1x10 vrustic shiplap siding pattern, with no through holes or loose knots, Installed over strand board (OSB) with a 7/16" oriented minimum thickness. )_or "Horizontal" Installation only. *Company Name: SHAKERTOWN 1200 Kerron Street, Winlock, WA 98596 Product Description: Shakertown° Craftman" I -Course Cedar Shingle Panel,. 14' exposure siding product, Western Red 4.1/2", 7' and Cedar vertical•grain heartwood: shingle,anstalled over oriented strand board (OSB) with a 7/16' min1mum thickness. For horizontal Installation only. *Company Name: Various Manufacturers Product Description: Solid "Wood" siding with no through or oriented strand kbo ts. Installed over structural plywood (OSB) with a 7/16" minimum thickness and complying with Voluntary Product Standard PSI or Voluntary Product Standard P52, with the following interlocking designs when Installed In accordance with industrial technical guide. Refer to manufacturer's Installations for details. 1 T „a a Groove ShjR aV Loo CLbjn: When applied in a horizontal orlentatlon with minimum nominal G' wide and nominal 1" thick board made of wood species "Redwood", "Western Red Cedar", "Incense Cedar", "Port Orford Fro',i""Douglas " 'White and Spruce". or otherwoo species having a Flame Spread Rating not greater than 150 (Class C) when tested In accordance with ASTM E84. 2. Rabbeted Bevel: -When applied In a horizontal orientation with minimum nominal 6" wide and nominal 1" thick boards made of a wood species "Redwood", "Western Red Cedar", "Incense Cedar "Port Orford Cedar", "Alaska Yellow Cedar", or other wood species having a Flame Spread Rating not greater than 75 (Class B) when tested In accordance with ASTM E84. 3. Board a_ nd Batten: When applied In a vertical orientation with minimum. nominal 8' wide and nominal 1".thick nominalboards, and minimum nominal 4" wide and A" htick batns, With boards Installed with a gap not more than Y", with battens fastened to the wood frame with not less than 3" long fasteners ata 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.. L4 I The recommended installation practice for solid wood siding In. wall constructionregarding 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. Nall Joints Into the studs or blocking members. One nail at each crossing with the wood frame supporrmember 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. Product Description: 510 4'" Street North, Watkins, MN 55389 Product Description; Blazeguardm. sheathing with Pyrotlie bonded to 76" COX: plywood, 3%8",'15/32", A", 5/8" or VV thickness, panel size .. Flame Spread 4'x8' *Company Name:.. BARRIERTECHNOLOGY CORP. 510 41" Street North, Watkins, MN 55389 Product Descrlptlon: sheathing with . le bonded to " Blazeoriented Test Protocol Flame Spread 15/32", 5/8or V4" rand board (OSB), 3/8'O Ys'. strand 1 *Company Name: thickness, panel size.4'x8'.. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. Product Description: 10901 Elm Avenue, Fontana, CA 92337 Product Description: 'Cem5offltm" un -vented, fiber -cement soffit, 3/16" thick and 'Flame Spread Y." thick. *Company Name: JAMES HARDIE BUILDING PRODUCTS, INC. Product Description: 10901 Avenue, Fontana, CA 92337. Product Description: .Elm, "HardleSofflty' un -vented, fiber -cement soffit, 3/16" thick Flame Spread and''/." thick. Decl(Ing (SFM Standard 12.7A-4) *Co mpany,Namet_ ELK COMPOSITE BUILDING PRODUCTS, ,INC. is *Company Name: 118E Ra dom Drive, New London, NC 28127 Product Description: "WeatherBest"' Meridian" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12.7A•4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER'COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Descrlptlon: 'POHCQ'. composite deck board, 1' thick x 5 1 /B" width. Test, Protocol . 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class 8 oCompany Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Weathereest*" Selma" composite deck board, 1" thick x 5 16 9806 Lachman Road, Lenexa, I(S 66219 composite deck board, 1" thick x 5.5" Product Description: ."Cirdtphs` (nominal 1 laR'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 rlptlon: 12 �A 4 IIPa t A only, Accelerated weathering. osite cleck board, llcic x 5.5" width Test Protocol 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, 64759 Product Description: _MO "EverGraln" composite deck tioard, 1-'7/1 6" thick x 5.5" width Test Protocol 12.7A•4, Part A only, Accelerated weathering. C to Exception of 704A.4.1.1 (3) (b)) 'Flame Spread Class (Refer *Company Name: FIBER COMPOSITES, LLC 18 1 Random Drive, New London, NC 2 81 27 Product Description: "Fiberon" composite deck board, 1" thick x 5 1/8" width. Parc A only, Accelerated weathering. Test Protocol 12.7A-4, Flame Spread Class 8 *Company Name: 118E Ra dom Drive, New London, NC 28127 Product Description: "WeatherBest"' Meridian" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12.7A•4, Part A only, Accelerated weathering. Flame Spread Class B *Company Name: FIBER'COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Descrlptlon: 'POHCQ'. composite deck board, 1' thick x 5 1 /B" width. Test, Protocol . 12.7A-4, Part A only, Accelerated weathering. Flame Spread Class 8 oCompany Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: "Weathereest*" Selma" composite deck board, 1" thick x 5 16 .1/2" width. Test Protocol 12.7A-4, Part A only, Accelerated weathering. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) Flame Spread BARRIER TECHNOLOGY CORP. 5104" Street North, Watkins, MN 55389 O.Company Name: FIBER COMPOSITES, LLC 181 Random Drive, New London, NC 28127 Product Description: ."Veranda" composite deck board, 1" thick x 5 1/8" width. Test Protocol 12.7A-4, Part A only, Accelerated weathering: Flame Spread Class B CCompany Name: TREX COMPANY, INC. 245 Capitol Avenue, Winchester; VA 22601 Product Description: "TrexAccents: Fire -Defense.",wood and polyethylene, Product Description: composite deck board, nominal 5/4" thick x 5.1 %2" width, nominal density of 0,036'I16/ln'. Test Protocol 12.7A-4, Part A only, Accelerated weathering. . Flame Spread Class B *Company Name:. Product Description: Various Manufacturers Solid "Wood" decking: "Redwood", stern Red Cedar", "Incense Cedar", "Port Orford Cedar",, and "Alaska Yellow Cedar". Sizes: Minimum nominal 2' thickness (American Softwood *Company Name: Lumber Standard PS 20). Lumber grades: Construction Common and better grades for Redwood, 3 Common and better grades for Cedars, and Product Description:. 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' Flame Spread on center. Class C (Refer to Exception of 704A.4.1.1 (3) (b)) Ignition -Resistant Materials (ASTM E84 for 30 Min..with Accelerated Weathering Test) to *Company Name: BARRIER TECHNOLOGY CORP. 510 4^. Street North, Watkins, MN 55389 Product Description: Sla.zeguardc sheathing with Pyrotlle bonded to.A" CDX. t� plywood, 3/8", 15/32", W. 5/8" or Y.." thickness, panel size 4'x8'. *Company Name: BARRIER TECHNOLOGY CORP. 5104" Street North, Watkins, MN 55389 Product Description: Blazeguardm sheathing with Pyrotlle bonded to 7/16" oriented strand board (OSB), 3/8", 15/32", Ya", 5/8" or'/," thickness, panel size 4'x8'. *Company Name: CHEMCO INC. Ferndale, WA 98248 4191 Grandview Road (PA. Box 875), Product Description: Type "FRX" and "Thermex-FR" fire -retardant -treated lumber. Fir, Southern Yellow Pine, Western Red' Products are Douglas `Cedar', WhiteSp-ruce:afid Western Hemlock pressure - impregnated with "FRX" and "Thermex•FR " fire retardant chemical, *CompanyName: CHEMCOINC. 4191 Grandview Road (P.O. Box 875), Ferndale, 9ywo Product Description: ed Type "FRX" and "Thermex-FR" fire-retardant•treated plywood. Structural I grade, exterior plywood The plywood Is 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, Thomson, GA 30824 mpregnated bets Pine, Westernreated (Do gllass Fir, Southern Yellows Red Cedar, Redwood). (CSFM Listing No. 2520-1701:100) *Company Name: HOOVER TREATED WOOD PRODUCTS, INC. 154"Wire- Road, Thomson, GA 30824 "EXTERIOR FIRE X' pressured Impregnated treated plywood Product Description:. (Douglas'Flr, 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 Shaltes and Shingles Roofing Materials (UBC 15.2) to Departm-ent of pevelopment'Services ° ,..,. A. Building "Division ° 7 County Center Drive Oroville, CA 95965 ° -- - - ° (530) 538-7541 (530) 538-2140 FAX- -0JJJA ` GUARDRAIL DETAIL HANDOUT Nailing shall comply, with Table UBC 23-11-13-1. Lumber shall be -at least Douglas Fir #2 or better (D.F. #2) . Minimum concrete compressive strength shall- be 2,500 psi at 28. days. (UBC 1922.2.4) Minimum underfloor clearances from finish grade to wood joists is 18"; -(UBC 2306.3) and minimum 12" from the finish grade to wood girders or -treated wood is required. No wood shall be placed closer than 6" to earth unless it is foundation grade 'or pressure treated: (UBC 2320.13) �jUN r 30, 4 %F ��. �-' a• Max.. Min. 4 x 4 post @ 5'- 0" o.c. ! Maz Intermediate rails 36" Min. spadng shall v Top of SIDE VIEW Deck Min. 2x pressure treated ledger Min. 2— 3/8" x"i—qam' lag bolts or screws. TYPICAL LEDGER If the deck/porch is 30" Pier posts greater or greater above the- than 3 feet in height finish grade a guardrail is need•to be diagonally required. . braced between posts, 4 - 16d' nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing i 12"x 12" Footing TYPICAL PIER FOOTING . Guardrail 1997 UBC.xls f2„Min. embedment prevent the passage of a 4" diameter sphere, 4' Max. Top of . 314" Clearance Joisi to the edge of • _ he wood member joist Min. 2 - 1/2" dia. thru bolts reg6ired GUARDRAIL An` approved post cap connection Girder or connect girder and post with . 1/2' plywd gussett Post and 3 - 16d nails top & bottom .Min_ i 12"x 12" Footing TYPICAL PIER FOOTING . Guardrail 1997 UBC.xls f2„Min. embedment e .. C11061 -------- Tria 2009 Installation Guide Trex Origins® Decking The smooth surface and refined profile of Trex Origins give your deck a clean, contemporary look. Trex Contours® Decking The bold and dramatic look of wood, with a stuctured profile for light weight and maximum durability. Trex Escapes® Decking Cellular PVC decking with a natural, appearance and long-lastirig colors, that offers superior mold, stain and scratch resistance. �F Trex Designer Series Railing® Available in the same color palette as Trex® decking, allowing you to perfectly complement your Trex deck. f ; Trex Artisan Series Railing® lightly textured surface and Classic White finish $ r, for the look of painted wood. Trex Traditional Railing Combine with Trex or ornamental balusters for a low maintenance traditional rail system. Trex Seclusions® Privacy Fencing Total Privacy. True Beauty. Unmatched durability. Seclusions doesn't just 5 separate yards, it separates builders. TrexTrim' Remarkable reliability made with a revolutionary Free Foam cellular PVC process, -.with a unique release film that protects the product from dirt and debris from the plant to installation. Trex Installation Guide In your hands, you're holding everything you need to begin building with Trex. This guide will take you through all the steps you need to create a beautiful outdoor living space that fits perfectly into your or your client's lifestyle. Only Trex has been proven in the field for over fifteen years of unparalleled performance. You'll find Trex offers a warm, natural beauty and an inviting comfort that no other product can match. Maybe that's why Trex is asked for by more customers than any other name in7the business. Table of Conterits Trex Products....................................................................: 2 Trex Specifications.....................:.......................................... 4 TrexProfiles..........................................:..............................'S Job Site Storage and Safety ..................... :.............................. 6 Tools..................................................................................... 7 Fasteners............................................................................... 8 Trex Hideaway"' Hidden Fasteners .................................. 9-11 Framing and Fastening Tips......:..; ...................................... 12 Rooftop Decks and Sleeper Systems ................................... 13 Code Compliance.......................:...........:............................14 Gapping.............................................................................. 15 StairwayAssembly.............................................................. 16 BendingTips..................................................................17-18 Trex Traditional Railing................................................19-20 Trex Designer Series Railing® ....................................... 21-25 Trex Artisan Series Railinge................... TrexSeclusionsc.............................................................35-38 TrexTrim.....................................................................39-40 Care and Cleaning Guide ................................................... 41 Mold Technical Bulletin ..................................................... 42 Limited Residential Warranty ............................................... 43 Limited Commercial Warranty ............................................. 44 Physical and Mechanical Properties .:..................................... 45 Notes.................................................................................. 46 Trex Color Palette................................................................ 47 Product Specifications Saddle CY ' ENTS "�-�t`e%.�a3 t�^�^:�,$.. ARM' �' 1 A LA* fi.OL{ ��C. Y _ .. Jit! [ i DECKING Bi. OGCK& ' • i 5/4 E, y ' ', 'contours ; 12', is', 20 sD, wG, .. 5�4 L origins 20' SD, WG CW Accents ^n,' 8"',12',18', 20' SD WG; MB, W8 5/4? Accents: Fire<Defense 16', 20' SO, WG lw 614BrasiUs w fi Groove 12',16', 20' BA, CY, ES 5/4 Accents with Groove `'` 12',,16', 20' SD, WG; -M8, WS i 5/4.'n Escapes 16', 20' PW, AC ;Accents/Brasilia : 12';,16' - 1.SD, WG, M614% BA, CY, 2•x S Accents 12 1¢', 20' SD, WG, MB, WB 2 x Accents Fire Defense*- ; % 20' "J 1 x 8 Orf lna 12" SD wGi MB WB Oiiglns Y, c . y12 s .. SD, WG, MB, WBu.'' 1x12 t 8raa�7ia 12' BA, CY ES RAILING i Baluster` ; , Arasan Series Baiting ;,.30.375", 36.375" g CW Top Rall Artisan Series Railing 6T5",.91.5" .. CW Bottom Rail °'' Artisan Series Railing 4. 67.5",'91.5" , CW r 6 x 6 Post Sleeve ArtisanSerfesRaUin < 39', W. CW M 4 x 4 Post Sleeve Plr' eV Artisan Series Railing . 39', Post Sleeve Caps - Pin amid, Fiat Post Sleeve Skirts Artisan Series Railing 12/box CW Artisan Series Railing _ '•'.12/box"'CW Foot -Block Baluster Artisan Series Ratting 501box CW' SD, WG,'MB; gWB, BA, CY. 4 Designer Series Railing '30.25", 36.25-,,144- Trox AaiiposY Oesigner.Series Railing Designer Series Railing .52v 72' .. SD, WG,m8, _WS,, SA, Cy 4 SD WG, MB,WB, BA, CY k4 Top Rail - .BoBottom RBoao a . Post Cap -Pyramid, Flat Designer -Series Railin0 SDr YYG, M WB, BA CY ,. Designer Series Railing _ _12/box.�_ .: SD..,WG, MB;;WBi BA, Cy. Post Skirt Post Sleeve Caps - Pyramid, Flat Designer Series Ratti Designer Series Railing - 12/box 12/box r SD, WG, MB, WBS CY = SD, WG,;MB, WB, BA, CY Post Sleeve 'DeslgnerSeries Railing �.�. 48',108" SD, WG, MB, WB, BA, CY FENCING `Fence Post" ,Seclusions ` x' 108 -:SO, WG WB .- TopRallR Seclusion$ .__ 9016" _ SO, WG, Wl Bottom Rall.` :' z Bottom ReU Insert _ i `Seclusions ., . ` Seclusions 90.5_ s SD, YVG, W8 ' 90.5" WA Seclusion, SD, WG, WS Brackets Seclusions 24/8ox N/A J19if Post Cap ! err : ,": " , Secluslons s 12/06x Pyramid Post Cap,Seclusions 12/8ox SD, WG, WB Gothic Post Cap ,Seclusions 12/Box ' y'SD,WG,WB e' - TRIM COmerMoard TrexTrim 10;20' W Bead Bosrd', g a % TrezTrim t 18' s' " i _W j Trim Board TrexTrim 18', 20' W Sheets�.j'8,1o... X.! W COLOR KEY SD Saddle CY Cayenne WG Winchester Grey BA Burnished Amber MB Madeira ES Espresso WB Woodland Brown CW Classic White Visit trex.com for more information. PW Pewter SH Sahara AC Acorn W White *Only available in select areas ** Saddle only Product Profiles 5/4 Boards' 2 x 4 Board Trex SeclusionsO Privacy fencing Accents/ Origins/ 15" Origins'Origins' Brasilia Rail Bottom.Rail Picket 5 5" 3.5 1" Brasilia/ 5.5" Fscapa 2 x 6 Board 588" 588" 1.1. Contours 1.5" Accents 4.9" Length 90.5" Length 65.8" 5.5" 4" 1"; Brasilia : 1 x 8 Board Bottom Rail Insert Post Comer Bracket " -1.75" Origins 1�n 7.25" 1.1" Accents ". s t x 12 Boa5S"rd 1" 2.7" 'Origins/ 11.375" 75" Hilia . 2.7" Gothic Post Cap Flat Post Cap Pyramid Post Cap Hidden Fasteners Railing Support Bracket'• V9 1.187" 2" �2.6" $ 8" 1375" 5.930" 7.5" ' 7$" Connector Clip Start/Stop Clip .875" TrexExpress"l Artisan Railing TrexExpresC Designer Railing TrexExpress' Designer Railing Assembly Toot Assembly Tool for Post Sleeve Assembly Tool for Trex Railpost- 6.875" j 4.75" 3.75 36%42" 35.4" 35,4" Trex Designer Series Railing® Trex Artisan Series. Railing® Baluster Post Sleeve Railpost" Top Rail Baluster Top Rail Bottom Rail 2.25" 1.375" 142" 1.375" 4.5" 3.5- 1.42" 245" 2" 33" 4.V 3.5"3" 3.31" Panel Support Rat Top Flat Top PostBottom Rail Post Sleeve* Rail Gaskets Molding Railpost Cap Sleeve Cap i- 2" TE 0231" ._----• 2.36". i-,-------• 235" � � a o a o r � " 45" 275" 5.5" Top Bottom 1003" Pyramid Pyramid Post Railpost Cap _ Sleeve Cap 6 x 6 Pyramid Post 6 x 6 Rat Post Baluster Spacer - Square Holes Sleeve Caps' Sleeve Caps* 3.125" 0 Eli] 0 225" 3.75" , , 2.5" 3.8" 4.5" 7.5- W, . Ralipost Skirt Post Sleeve Skirt Baluster Spacer -,Round Notes Post Skirt* 125" 125" O OO O O 225" /:�__'.1 15 5875" 6 8" 87S"/91 5" 5275" Note: TrexTrim- dimensions are available on trex.com *also available in 4 x 4�m **Compatible for both Designer and Artisan Railing Systems 5 Units of Trex lumber on level ground. Units of Trex lumber on uneven ground. Job Site Storage There are several important things to remember when storing Trex decking, railing and fencing. Trex.decking, railing and fencing must be stored on a flat surface. • Trex decking, railing and.fencing must be supported with dunnage as placed in bundles. • When stacking Tcex decking, railing and fencing, supports should start at each end of the unit and line up vertically. • Trex decking, railing and.fencing must be supported on a level plane. Adjust support blocks accordingly. • Do not stack Trex higher, than 6 units or 12' high. Cover material on site until it is to be installed. Safety As with any construction project, you should wear the proper protective clothing and safety equipment. Trex decking and railing is heavier and more flexible than wood. Do not try to lift similar quantities of Trex boards as you would traditional lumber. It is good practice to wear safety glasses, gloves, a dust mask and long sleeves, particularly when cutting in confined spaces. Tools Intricate shapes, profiles and patterns are possible with Trex®. For most installments, no special tools are required. For best results, use carbide— tipped blades and router bits. When using a miter saw, we Install Trex recommended fasteners recommend a 10 - 12° saw blade with standard power drills. with 40 teeth or less. When cutting Trex Artisan Series Railing® or Trex Escapes®, we recommend using a 60 -tooth carbide -tipped blade. I When drilling, periodically lift the Trex routs beautifully to give bit out of the hole to remove the extremely crisp edges. Do not rout shavings. balusters or 4 x 4 Trex Railpost- or Trex Escapes® profiles. Routing will change the surface of Trex products. i Fasteners Trex® decking can be assembled with most traditional fastening methods. It is recommended to install all fasteners perpendicular (at a 90 degree angle) to the boards fIf screws are not installed at a 90 degree.angle, then "dimpling" near the fastener head may result and leave a less than satisfactory appearance. For best results, we recommend the following fasteners, which work well and provide an attractive appearance: Composite Screws • SplitStop- - Star Drive Titan 3 Composite Screw splitstop.com; 888-578-3273 • Dexxter Composite Screw swansecure.com; 800-966-2801 • FastenMaster° TrapEase° II Composite Screw fastenmasier.com; 800-518-3569 • Phillips II Plus High Performance/Pozisquare Composite Decking Screw philbpsii.com; 888-332-6283 • Quik Drive Composi-Lok deck screws by Simpson Strong Tie. strongtie.com; 800-999-5099 I • Universal Fastener Outsourcing, LLC 911-Nails.com; 800-352-0028 or 479-443-9292 No pre -drilling is required when using the above screws in Trex material, with the exception of Toe Screwing (see Framing and Fastening Tips). ' Hidden Fasteners • Trex Hideaway— trex.com SplitStop' - Star Drive Titan 3 Composite Screw is a registered trademark of Titan Metal Werks, Inc. Dexxter Composite Screw is a trademark of Swan Secure Products, Inc. FastenMaster TrapEase II and IQ Hidden Fastening System* are registered trademarks of OMG, Inc. Tiger Claw TC -3 Composite Fastener is a registered trademark of Tiger Claw NailScrews is a registered trademark of Universal Fastener Outsourcing Scrudini"' is a trademark of Swan Secure Products, Inc. Other Fasteners • Standard composite deck screws, trim head screws, ring shank nails and conventional exterior grade deck screws also work. However, screw holes may need some reworking to give a smooth, aesthetic appearance. • A method to reduce any dimpling that may occur as a result of using these fasteners is to drill a 1/8" deep pilot hole using a drill bit that is the same diameter as the screw head being used. This works well with all screws. However; caution should be used to not countersink more than 1/4" as this will impact the screw's holding power. Escapes Color -matched Screws: • Scrudini- hand -drive screws swansecure.com; 800-966-2801 • FastenMaster® TrimTop— Stainless Screws fastenmaster.com; 800-518-3569 Hidden Fasteners: • Tiger Claw® TC -3 Composite Fastener Other Fasteners: • Standard composite deck screws, trim head screws, ring shank nails and conventional exterior grade deck screws also work. • Minimum screw length = 2 1/2". • Minimum nail length = 3". Note: when using Pneumatic or battery-operated nailers, it is important to adjust the pressure to only shoot the head of the nail to be flush with the board's cap. The nail head should not be shot completely through the cap. Fastening Tips for Trex Escapes® Trex Escapes can be fastened; with the above fasteners, up to 1/2" from the board edge without splitting. No pre- drilling is required with Trex Escapes. DO NOT ROUT ESCAPES. Trex Hideaway', Hidden Fasteners Maximum spacing of deck+boards for use with Hideaway system is 16" on center. STEP 1 — Starting the First Board I Install screw straight down through start/stop clip and into ledger board. Screw should be in line with center of joist. It is important that this board is straight and well secured. See Illustration A t STEP 2 — Position Fasteners Fully insert connector clip into grooved edge of deck board. Screw hole should be in line with the center of joist. See Illustration B STEP 3 — Install First Fastener While standing on deck board, install provided screw at 45* angle through fastener and into'*oist, while applying pressure on fastener. Install one fastener and screw at each support joist. See Illustration D 'Make sure fastener body is vertical to deck board and the screw, is holding fastener down tight to deck board. F or - 1 �. 5 � z Illustration C STEP 4 — Completing Installation of Boards a Place next deck board into position. Holding the deck board 2" back from fastener, push deck board with enough force to lock into place. x b Check gap between boards for consistency. Apply force to b d' f 11 . all d b d h Illustration F I oar is u y mst a engaging oar s wit 1/4" bump -stop tab. l Trex Hideaway' fasteners will provide proper 1/4" gapping when installed correctly. See Illustration E 1 STEP 5A — Installing the Last Board using Fascia Board (Option 1) To finish, install start/stop clip and install screw at a 45° angle through clip tab and into joist. Install a vertical fascia board flush with deck board surface. See Illustration C STEP 5B — Installing the Last Boa"rd using with Overhang (Option 2) Prior to installing last board, predrill 'a pilot hole at a 45° angle through rim joist. Once hole is drilled, put last board in } place and install a 2 1/2" decking screw into predrilled pilot hole. See Illustration F Trex Hideaway Hidden Fasteners What .tools are required? No special tools are required when ;using pre -grooved deck boards, just a drill with screwdriver tip. When using decking without the grooved edge, a router!;with proper bit will be needed to create a groove in board edge at each joist or along the. entire edge of the deck board. 45° angle installation Where deck is in the walled corner of the house: Always start with small triangular piece of decking.in that corner and work your way out. When installing Trex Hideaway"' fasteners, offset the center 1/2 towards the.long point of joist so screw will not exit side of joist when driven. How to do a butt seam rr 1/7 First, install a small framing board (10 — 12") alongside the joist in which the seam is going to land. Install additional fastener into previous board above small framing block. Line up your first board in the center of the joist and the small framing board. Install fasteners and screws at each joist of the first board including the joist at the seam. Then install your second board in the same fashion, and place a second fastener at the seam attaching it to the small framing block. Make sure you follow end-to-end gapping specifications. To use the Trex Hideaway Fasteners on unslotted boards: Use the Trex Groove Cutter, available at your local Trex dealer. a When using the Trex. Groove Cutter, flip board over and route from the bottom side. b Use the Trex Groove Cutter routing bit to create a groove at every intersection of the deck board and support joists, as well as entire edge of the board. How to replace a board a Make two parallel cuts down the center of the board to be replaced, and remove the center piece. b Using a small pry bar, remove the remaining pieces of decking from the tabs. c Using a reciprocating saw,. remove the tabs on the side of the board with the screw head showing. d Position new board into place, and carefully position onto remaining tabs. e Once board is set into position, secure the lead edge with finish nail, finish screw, or.using counter drill, screw and plug. Trex Hideaway M Hidden Fasteners How to install stairs Option 1 CONNECTOR CLIP FACE SCREW a Install start/stop clip against riser. "' START/STOP CUP b Install first board and connector clip. c Install second board. DECK FRAME OPTION 1 d Install face screw from the top of the second board into the riser. Option 2 a Install start/stop clip against riser. b Install first board and connector clip. c Fasten 2x4 block to stringers. d Predrill hole through 2x4 upward at an angle for face screw. e Install second board. f Install screw from below through 2x4 into bottom of tread. Connector Clip a Multiply the number of joists by the number of decking boards to equal the number of fasteners needed. b 90 fasteners will cover approximately 50 sq. ft. (using 5.5" decking boards on 16 centers). Start/Stop. Clip Fasteners Needed 0.75 Clips needed for ever 1 lineal foot of decking. If clips will be used for last board, double the amount calculated above. PRESSURE -TREATED 2X4 FASTENED TO STRINCXM 0PTION'2 CONNECTOR CLIP FASTENERS NEEDED Deck Size sq. ft. S' 100 200 300 400 500 V m a m J2"4 44+1 72 $$2= ii1'3 w c 16" 175 1 336 512 672 646 _ o Framing and Fastening Tips Check your local building codes for restrictions. Trex® cannot be used for structural applications. Do not attach Trex decking directly to any solid surface or watertight system. See sleeper systems on page 13. Fastening Tips At board ends on the declfs edge, screws placed perpendicular at the recommended distance (1") from the board edge and side can be installed without board spitting. Trex does not have a linear grain like wood, and will not split if fasteners are started 1 1/4" from the board edges and angled into the joist. 1' can be done, but should be pre -drilled first. Pre -drilling will reduce the probability of splitting. Please see page 15 for gapping guidelines. Note: Fasten board ends with at least two fasteners. Fasten at least one fastener at everyjoist in a zig-zag pattern. Special Patterns When planning a unique pattern, you will need to adjust the framing to support the surface pattern. Please refer to the span and gapping chart on pages 14 and 15. Many decks are designed to take advantage of angles, as shown below. An aftemative method for butt joints, where boards meet over a single joist, is to add a 2 x 4 'nailer' board at the butt joint. This allows a screw to be installed at a 90 degree angle. Herringbone pattern Tile pattern Picture Frame pattern Rooftop and Sleeper Deck Systems Sleeper Deck Systems A sleeper system is a buffer between the solid surface and Trex® Drainage, access and airflow are critical. Water must be able to flow through and away from the deck. For repairs and removal of debris, joist system access is necessary. Good airflow will keep.the decking dry and good-looking. Roof deck notes • Consult your building code authority for proper detail on railing installation to the roof structure. • If access to the roof is desired, the Trex deck must be built in removable sections or with removable fasteners to allow access to roof. • The sleeper joists must be attached to the roof structure in a manner that stabilizes the deck frame. Failure to do so may result in a poor structure which will compromise deck performance. Sleeper system notes • Surface below the deck must be pitched for proper drainage. • 1/4" - 1/2" gap abutting walls or other fixed objects. • Gaps between deck boards should be 3/8" minimum on a sleeper system. • Minimum height of a sleeper joist is 3 1/2". • Trex, when used with a sleeper system, must be supported below its entire length and the supports must run the direction of the pitch of the roof to facilitate proper drainage. • Trex Hideaway— fasteners are not appropriate for use with a sleerp system. Code Compliance Joist Spanning for Decking Trex® decking meets all applicable national model building codes. The joists must be spaced on centers according to the chart below. Be sure that all joists are level and plumb. Trex decking must span at least three joists. For load-bearing applications such as hot tubs, planters, etc., consult a local building engineer or inspector for span recommendations: Paint the top of your joists black to minimize the appearance of joists through spaces between boards. Code Listings Trex complies with all major model building codes and has been evaluated by the International Code Council evaluation service. r Trex Complies with these ` Model Building Codes: • 1997 Uniform Building Code (UBC). • 1999 Standard Building Code (SBC). • 2006 International Residential,Code (IRC).. • 2006 International Building Code (IBC). • International One and Two Family Dwelling Code 1998. • BOCA® National Building Code/1999 (BNBC). • Trex Decking is included in the National Research Council of Canada's Registry of Product Evaluations. See trex.com for CCMC Evaluation Report 13125-R. For an MSDS please visit trex.com. Fire Defense* r • The Fire Defense® board meets California and San Diego Fire Code Requirements. For California, those requirements are an ASTM E84 Class B Flame Spread and meets 12-7A-4 Part A Underflame requirement. For San Diego, those requirements are that it meets 12-7A-4 Part A Underflame and Part B Burning Brand (all parts). For more information; a -mail question@trex.com or call 1-800=BUY=TREX (1-800-2894739). *Only available in select areas Gapping Trex® decking must be gapped, both end-to-end and width -to -width. Gapping is necessary to facilitate proper drainage and for the slight thermal expansion and contraction of the Trex decking boards. Another reason for gapping is to account for shrinkage of the wood joist system. Following the proper gapping requirements will ensure that your deck will look great year after year. • Always follow Trex recommended gapping guidelines. • Maximum allowable overhang for Trex is 4" perpendicular. • All decks require air circulation to keep them dry and looking good. Leave openings under the decking or increase gapping to 3/8" to improve air flow. Fascia • Trex used as vertical siding or fascia around the base of a deck must be gapped the same as decking to allow for air flow. • Fascia should be attached every 12" with three Trex- approved screws. The top screw should be placed 1" from the top of the rim joist, the second screw in the center of the rim joist and the third screw 1" from the bottom of the rim joist. *Temperature at installation. *Temperature at installation. Width -to -width The minimum required width - to -width gapping is 1/4". When installing in temperatures below 40• F, 3/8" gapping is recommended. For docks and heavily wooded areas, Trex recommends a 3/8" gap as well. No gapping should ever exceed 1/2". End-to-end Trex decking must also be gapped end-to-end, based upon the temperature at installation. See chart at left. For fastening tips, see page 12. Abutting Solid Objects Trex decking must also be gapped 1/4"-1/2" depending upon the temperature at installation when decking is abutting a wall. See chart at left. 'Stairway Detail Stair treads built with Trexe meet requirements set forth by the major national building codes. Consult your local municipality for specific requirements. • Fasten treads continuously across it least four stringers • See chart for center -to -center spacing of profiles • Dress the sides of the stringers and, risers with Trex I x 8 or 1 x 12 for a finished look • Most model building codes require the stairs be constructed under the following requirements: -Stairways must be at least 36" wide Stair treads must be at least 11" wide* Gapping between Trex boards on stairways must be 1/4" — 3/8" The overhang of the stair tread is riot to exceed 1/2" *Contours will require gapping at the riser to meet the 10" tread requirement with 3/4"'— 1-1/4" nosing. Contours Stairs Options: 1. Using two deck boards a. 3/8" gap. at riser and between :each board 2. Using two deck boards a. 1/2" gap at riser and 1/4" gap between each board 3. Using a Feature Board — ripped piece of Contours 1-1/8" from the edge a. Feature Board should be installed with factory end side facing UP b. There should be no gap at the riser c. Install as follows: • Riser, Full board, 1/4" gap, Feature Board, 1/4" gap, Full board 36' min. — 4 str • Riser, Feature Board, 1/4" gap; Full Board, 1/4" required gap, Full board layout De k Board 1 x8 Riser trim removed for clarity 12" max for 2 x 6 and 5/4 x 6, 9"16r Contours and Brasilia Bending Trex Bending Trex Requirements and Recommendations: • Installing curved profiles will take considerably more time than installing straight profiles. • Bending Trex profiles is difficult but can be done with care and patience. • Bending Trex usually requires.2.or 3 people for easier installation. • Trex profiles have a minimum radius that they can be bent to. See the chart below for additional information regarding this. • Bending Trex profiles places them under considerable stress. Boards may break. Common causes are as follows: — Boards' are not hot enough — Bending is being done at a rate faster than 1" per second — Boards are not being handled properly when removed from heater (boards are very soft when first removed and can break if not handled properly — usually by 2 or more people) • Heaters of 140,000 BTU or larger are recommended. • Joist spacing must be reduced by 4" to support curved decking. • An ambient temperature of 60 degrees F is recommended when bending and installing bent Trex profiles. • When attaching bent Trex profile to joists, attach fasteners (whether standard composite decking screws or hidden fasteners) to inside of curve first, until entire board is fully in place. Then attach remainder of outside fasteners. Plywood covering 'most of opening 'M using t- heators.'put one on each end and Mmo- pty— Concrete Forming Tube — Dowell or RodlRebe (spitted 24' art) Trex Special Notes • Trex Decking cannot bend at a radius of less that 15' • Designer Handrail can be bent but bending radius is 20'+ — Very difficult — expert level — Should contact local code official when bending railing — Follow bending guidelines for 15' decking profile • Artisan Railing cannot be bent Bending Trex® Bending Trex Tips and Tricks: 1. Measure the radius that you want to achieve for your decking surface. Remember to refer to chart below for minimum radius for Trex profiles. 2. Build a fixture/jig to these dimensions. Refer to pictures. 3. Once boards are done heating, quickly and carefully place board (one at a time) in the fixture. Refer to pictures. 4. Allow boards to cool entirely within this fixture before attaching to joist decking. S. Cooling process can be accelerated by using a garden hose to spray boards until they are cool to the touch. 6. When you remove boards from fixture (remove only one at a time), the board will automatically try and start to return to its original shape. Thus it is important to install the board as quickly as possible. Remember to attach fasteners to inside of curve first for entire length of board, then follow with remaining outside fasteners. Al Tube &Heater 185'- 200° F = Intermediate All 20'+ Tube & hater 985`- 200' F lntemi"ate Pill . 15 - 20', Tube & 2 Heaters200°= 22ti F Expert Trex® Traditional Anchored Anchored Guardrail Assembly Detail A Trex 5✓4 x 6. Top Rail — Maximum height from top of decking to top of the top rail is 42". Attach top cap to 4 x 4 rail post with 2 screws (#12 x 3") diagonally 2" apart. Top cap is secured to top rail with a screw every 1211. B Trex 2 x 4 Top Rail Cap — Attach top rail to 4 x 4 posts with two screws (#12 x 3") diagonally 2" apart. C Trex Railpost7 — A 2 x 8 ledger board or larger is required for installation of the Trex Railpost. Center to center post spacing should not'exceed 72". Attach to rim joist with two 1/2" diameter carriage bolts. Do not notch posts. Bolts must be vertically spaced no less than 5 IA" apart. The bottom bolt must at least 1" from the bottom of the joist. The top bolt must be at least 1" from the top of the joist. D Install Posts — Attach the 4 x 4 pressure treated post (if using Trex 4 x 4 Post Sleeve) to the rim joists with two 1/2" diameter carriage bolts. Do: not notch posts. Bolts must be vertically spaced no less than 5 1/8" apart. Top bolt must be at least 1" from the top of the joist. The bottom bolt must be at least 1" fro_ m the�bottom of the post. Minimum joist size is 2 x 8. Install Post Sleeves — Slide post. sleeve over 4 x 4 pressure -treated post and rest on the deck surface. Note: Do not use post sleeves as a structural post. Depending upon the size of the PITpost, shims may be required between the post and the 4 x 4 PITpost to create a better fit.) E Trex 13/811 Balusters — Maximum spacing is 5" on center or 3 5,*8" between balusters. Predrill and fasten two screws (#8 x 2 1/2") into top'rail and secure two screws (#8 x 2 1/2") through fascia into rim joists. An attractive design option is to bevel the bottom of the 1 3/8" baluster, below the screws. F Trex Fascia —1 x 8 or larger. G Code -Approved Wood Rim Joist — 2" x 8" or larger. H Trex Decking I Code -Approved Wood Joist NOTES: The Trex guardrail system complies with current BOCA, ICBG, SBCCI and ICC model codes for a guardrail system. See local building codes for other requirements. For more detailed installation instructions, visit trex.com. Trex® Traditional Raised Railing Raised Guardrail Assembly Detail A Trex V4 x 6 Top Rail — Maximum height from top of decking to top of top rail is 42". Attach top cap to 4 x 4 Trex RailpostIm with two screws (#12 x 3") diagonally 2" apart. Top cap is secured to top rail with a screw every 12". B Trex 2 x 4 Top Rail Cap & Bottom Rail — Attach top rail to 4 x 4 posts with two screws (#12 x 3") diagonally 2" apart. Bottom rail must be gapped 3 1/2" from top of deck surface. C Trex Railpost" — A 2 x 8 ledger board or larger must be used for the Trex Railpost. Center to center post spacing should not exceed 72". Attach to rim joist and wood support blocking with two 1/2" diameter carriage bolts. Do not notch posts. Bolts must be vertically spaced no less than 5 L8" apart. The bottom bolt must at least 1" from the bottom of the post. The top bolt must be at least 1" from the top of the joist. D Install Posts — Attach the 4 x 4 pressure treated post (if using Trex 4 x 4 Post Sleeve) to the rim joists with two 1/2" diameter carriage bolts. Do not notch posts. Bolts must be vertically spaced no less than 5 1/8" apart. Top bolt must be at least 1" from the top of the joist. The bottom bolt must be at least 1" from the bottom of the post. Minimum joist size is 2 x 8. Install Post Sleeves — Slide post sleeve over 4 x 4 pressure—treated post and rest on the deck surface. Note: Do not use post sleeves as a structural post. Depending upon the size of the PITpost, shims may be required between the post and the 4 x 4 PITpost to create a better fit.) E Trex 13/811 Balusters — Maximum spacing is 5" on center or 3 "" between balusters. Fasten two screws (#8 x 2 1/2") into top rail and secure two screws (#8 x 2 1/2") through bottom rail.' A baluster must extend to the deck every 18" for support. F Trex Fascia —1 x 8 or larger. G Code -Approved Wood Rim Joist — 2" x 8" or larger. H Trex Decking — Notch decking board around post. 1 Code -Approved Wood Joist NOTES: The Trex railing system complies with current BOCA, ICBG, SBCCI and ICC model codes. See local building codes for other requirements. For more detailed installation instructions, visit trex.com. A „z D 0 Designer Railing Assembly System The TrexExpress Designer Railing Assembly System offers the builder something very valuable: time saved. In fact, you can finish a complete railing system as quickly and easily as wood. How does the TrexExpress Designer Railing Assembly System work? For starters, it includes a -Railing Support Bracket that can handle many assembly options. It removes the guesswork and simplifies the process. The TrexExpress Designer Railing Assembly System is now available for solid Trex RailPosts— and hollow Trex Designer Series Railine 4 x 4 Post Sleeves. The following illustrations of the Railing Support Bracket (RSB) depict the two different configurations the RSB will be used in during assembly of railings on decking and railings for stairways. The RSB is assembled in this position for upper—post stair applications, with an angle of incline between 30° and 35° After installing one RSB in the horizontal application, snap together another bracket for each lower—post stair applications. Trex' Railing Components A Trex Designer Series® Top Rail B Trex Designer Series Bottom Rail C Trex Railing Support Brackets D Trex Balusters E Trex RailposY"/Post Sleeve F TrexExpress`" Trex Railpost Assembly Tool G Trex.Post Cap/Post Sleeve Cap H Trex Post Skirt/Post Sleeve Skirt TrexExpress Trex Designer Series Railing Post Sleeve Assembly Tool 1 p' ° Trex Designer Series Railing® Kits I i' 6' Designer Rail Kits • One (1) 72" Designer Top Rail • One (1) 72" Designer Bottom Rail • One (1) 30.25" Support Baluster'(to be cut into 4" support blocks) • . One (1) Designer Rail Accessory, Bag (contains four (4) TrexExpress ) LLJ Assembly Brackets and 16 screws, ? One (1) set of Designer Assembly Instructions 30.25" Baluster Kit • Sixteen (16) 30.25" Balusters (exact length required for 36" rail) 36.25" Baluster Kit ;i Sixteen (16) 36.25" Balusters (exact length required for 42" rail) 4x4x48" Post Sleeve ' One (1) 48" Post Sleeve (fits over.'Pressure Treated 4x4 (not included)) UU108" Post Sleeve • One (1) 108" Post Sleeve (fits over Pressure Treated 4x4 (not included)) Trex Designer Series Railing® Installation Instructions 6 ft. on center Railing Sections; 36" and 42" Railing Height STEP 1 — Install Posts The maximum post span for a Trex Designer Series Railing` kit is 72" on center ofposdAttach the 4 x 4 pressure treated post (if using Trex 4 x 4 Post Sleeve) or Trex 4 x 4 solid Railpost to the rim joists with two 1/2" diameter carriage bolts. (Note: Finished post height with post cap maybe adjusted for personal preference and appearance. Please note whether a 36" or 42" railing is being installed. Do not notch posts.) Bolts must be vertically spaced no less than 5 1/8" apart. The top bolt must be at least P' from the top of the joist. The bottom bolt must be at least 1" from the bottom of the post. Minimum joist size is 2'x 8. STEP 2 — Install Post Sleeves (If using Trex 4 x 4 pressure treated post) Slide.post sleeve over 4 x 4 pressure treated post and rest on the deck surface. (See Illustration A) (Note: Do not use post sleeves as a structural post. Depending upon'the size of the PITpost, shims may be required between the post and the 4 x 4 PITpost to create a better Jit.) STEP 3 — Post Skirts If Trex Post Skirts were purchased for either-Trex RailPos[ or post sleeves, slide.them,over each post, resting them on the surface of the deck. (See Illustration B) I STEP 4 — Set Railing Support' Brackets (RSB) Insert two RSB's into the appropriate TrexExpressTM Rail Assembly Tool (for Trex Solid 4 x 4'slor Trex Designer Post Sleeves). Wrap the assembly tool,around the post with the arrows on the horizontal label pointing up. (Note: f Post Skirts are in place, rest the bottom of 'the tool on top of the skirt. IJskirts are not being used, place a 1.114 " shim under the tool.) Attach each RSB to the post using two 2" tan screws provided. (See Illustration C) (Note: IJ assembly tool is not available, place the bottom and top brackets at 4" and 35 112" respectively from the deck surface. The brackets are installed with the sloped surface facing down. Measurements are to the top of the bracket.) I Illustration A Illustration B STEP 4 (ALTERNATIVE) — Set RSB for 42" Rail Height For 42" railing height, insert two RSB's into the TrexExpress Rail Assembly Tool. Wrap the assembly tool around the post with the arrows on the horizontal label pointing up. (Note: IJ Post Skirts are in place, rest the bottom of the tool on top of the skirt. IJskirts are not being used, place a 1'1 /4" shim under the tool.) Attach the lower RSB to the post using two 2" tan screws provided. Remove the tool from the lower bracket, and then reposition the top of the tool 6" above the previous position. Finally, secure the upper RSB to the post using two 2" tan screws. (Note: IJ assembly tool is not available, place the bottom and top brackets at 4" and 41 112" respectively from the deck surface. The brackets are installed with the sloped surface facing down. Measurements are to the top of the bracket.) Trex Designer Series Railing® Installation Instructions STEP 5 — Top & Bottom Rail Layout and Baluster Spacing Place the bottom rail on its side; ensuring the side with the lip is up. Position the assembly tool, with the legs facing up, next to the bottom rail and set the balusters in designated slots. Then insert the balusters into the channel of the top rail. (See Illustration D) Align top and bottom rails, making sure the distance from the end of the top and bottom rail to the first baluster are equal on both ends. (Note: If Railing Assembly Tool is not available, maximum spacing is S" on center or 3 5/8" between balusters.) STEP 6 — Securing 2" 16 -gauge Balusters to Bottom Rail With the assembly tool next to bottom rail, hold the baluster in contact with the lip of tl'e bottom rail and nail through the underside of the bottom' rail into each baluster. (See Illustration E) (Note: For added stability, pre -drill through the bottom rail into the baluster and attach with a #8 - 2" screw. Groove in the bottom rail indicates thecenter location of the balusterfor nailing.) STEP 7 — Securing Balusters to Top Rail Slide the assembly tool up next to the top rail. Check the alignment so it is the same distance from the first baluster as the bottom rail. Secure each baluster through the lower side portion of the top rail into each baluster using a 2"-16 gauge nail. (See Illustration F) (Note: For added stability, nail through both sides of the top rail. Hold nail gun perpendicular to baluster to be sure the nail drives securely into the baluster.) STEPS — Attach 2" 16 -gauge Support Blocks Nail through the sides of the bottom rail into the support blocks. (See Illustration E) Support blocks are approximately 3 1/2 - 4" long and are required every 18". 1 I STEP 9 — Securing Railing Section to the Posts ' Place the assembled railing section onto the RSBs previously secured to posts. (See Illustration G) Secure the top rail to the post using two 1"1/2" green screws. Secure the bottom rail by installinga screw through the top of the bottom rail into the outermost hole of the RSB. The Illustration D Illustration F illustration E Illustration G bottom rail can also be secured to the post using 16 gauge finish nails, toe nailed through the side of the bottom rail. Position the nail 1 1/2" up from the bottom of the rail and 1" in from the post. STEP 10 Finishing Up' Final post height is primarily due to personal.preference. Once determined, the post sleeve can be trimmed. Be sure to cut the top of the post square and finish with a post cap. Note: Position of Bottom Rail lip is not a structural component. It is recommended it be consistently installed inside and outside. Trex Designer Series Railing® Stair Railing Instructions 6 ft. on center Railing Sections; 36" and 42" Railing Height STEP 1 — Install Posts Install posts, sleeves and skirts (if applicable) according to the level railing instructions. STEP 2 — Bottom RSB Location on Upper and Lower Post a. Determine length and angle of the top and bottom rail. (See Illustration H). Trim and test the rails for proper fit. b.. Position the bottom rail between the posts and set to proper height from tread nosing. Support on blocks cut from scrap material. (Note: Check your local building code for railing height requirements.) c. Mark the underside of the bottom rail on both upper and lower posts where they intersect. d. On the upper stair post, center and secure the bottom bracket using two 2" tan screws (sloped surface facing up) with the top of the bracket on the mark made in the Step 2c. e. Center and secure the bottom bracket (sloped surface facing down) using two 2" screws to the lower stair post with the top of the bracket on the mark made in Step 2c. STEP 3 — Top RSB Location on Upper and Lower Stair Post a. Determine the height of the top rail. b. Follow Step 2d - 2e to install the railing brackets on the upper and lower post. c. Take a second bracket, turn it upside down and interlock it into each of the brackets on the lower stair post. (See Illustration I) STEP 4 — Cut the Balusters, Top and Bottom Rails to Length Measure and cut balusters to length with correct angle. Illustration H Illustration I STEP 5 — Assemble Rail Section Follow Steps'6 – 8 of the level railing section to complete stair railing installation. STEP'6 — Securing Stair Railing Section to the Posts Place the assembled railing section onto the Railing Support Brackets previously secured to posts. Secure the top rail to the post using two 1-1/2" green screws. Secure the bottom rail by installing a screw through the top of the bottom rail into the outer most hole of the RSB. The bottom rail can also be secured to the post using 16 gauge finish nails, toe nailed through the side of.the bottom rail. Position the nail 1 1/2" up from the bottom of the rail and 1" in from the post. STEP 7 — Attach Support Blocks Measure and cut support blocks. Nail through the sides of the bottom rail into the support blocks. These are required every 18". STEP 8 — Finishing up Final post height is primarily due to personal preference. Once determined, the posts can be trimmed. Be sure to cut the top of the post square and finish with a post cap. Trex rails meet all major building codes for use as a guardrail system. Local municipalities may require a graspable handrail on stairways. Check with your local building code official for local requirements. 4 ... 1 r. )i. y t ' Standard Artisan ;List# of Parts i+ a A. Trex Artisan SeriesTop Rail L. Code-ApprovedVbod Joist - 2x8 B. Trex Artisan'Series Universal Rail! M. Code-ApprwedVbod Rim Joist - 2x8 or larger `i C. Trex Railing.Support Bracket (RSB) N. Adjustable Foot Block* D TrexExpress �' Artisan Series" RailingAssemblyTool* 0 Trex Artisan Series Baluster Spacer 1 ■ E. Trex Artisan Series Rail Gaskets F Trex Artisan Series 1 34" Balusters Artisan Glass List of Parts G. Trex Artisan Series Pbst Cap* P Ire, Artisan Series Panel Support Molding H. Trex Artisan Series Pbst Skirt* Q. Tempered Glass Panel I. TrexArtisan Series Pbst Sleeve* R. Trex Panel Support Molding Spacer J. Trex Decking S Weather Stripping 0 K 'TiexTrim'" i 10 1 x Y r Glass Panel Option BalustwjOptron si xw� S i� 1 y � * Item z� t3a1 les $ Baluster Spacei Ronna h ce► _0", 4- PostrSleeve 'a�6x6Post Sleeve'• •�, ,� �° �� � r��4 ;� Pyr�mi�dx`�Postt� Z4�FIat�Post� .r i� 1 y � * Item not included in theAitisan Series -Railing kits 4- PostrSleeve 'a�6x6Post Sleeve'• •�, ,� �° �� � r��4 ;� Pyr�mi�dx`�Postt� Z4�FIat�Post� a i� 1 Standard Artisan Series Railing Follow instructions for Standard Artisan assembly. Cutting Post Sleeves is NOT required. Contemporary Style Railing Follow instructions for Standard Artisan assembly, substituting metal balusters for square balusters. Cutting Post Sleeves is NOT required. Classic Style Railing Follow instructions for Classic assembly. 2x6 or 5/4 deck board over the top of posts. Only for use with 4x4 Post Sleeve. (2) Universal Rails required for assembly. 1 Colonial Style Railing. Follow instructions for Colonial assembly. 2x4 board between the posts. (2) Universal Rails required for assembly. Cutting Post Sleeves is NOT required. Glass Panel Style Railing Follow instructions for Glass Panel assembly. Cutting Post Sleeves is NOT required. Standard Artisan %Colonial/Classic & Glass Panel Installation Note: Read all the instructions BEFORE installation. 1 Attaching the Posts, Skirts, and Post Sleeves Post Installation Attach the Post using 1/2" carriage bolts. Minimum joist size is W. Top bolt must be 1" from top of joist. I Bottom bolt must be ' 5 1/8" from top bolt. Note: blocking can be added for extra strength. 2 Attaching the Railing; Support Brackets (RSB's) Without TrexExpress N Railing Assembly Tool: (A A. Mark 5 1/2" and 35 1/16" from the deck surface. •, ns- (or mark 5 1/2" and 41 1/16" from the deck surface for 42" nominal height.) B. Attach RSB's in center of Post • ' 00 with top of the RSB aligned with mark (Bottom RSB flat side down, - top RSB flat side up) and attach with the supplied wood screws. -� With TrexExpress' Tool: . A. Place RSB's in template as shown. B. Slide template onto Post Skirt and hold in place with tape or rubber band. C. Attach RSB's using the supplied wood screws. D. Remove template. , I Post Skirt and Sleeve A. Slide a Post Skirt over Post. B. Slide a Post Sleeve over Post and inside the skirt. Note: Shims can be used to plumb Post Sleeve. 13 A 3 Attaching the Universal Rail and the Foot Block OPTIONAL m' 'Q A. Measure between the posts and cut rails to length. Note: Subtract 1/16" from each end if using optional rail gaskets. B. Center Foot Block in Universal Rail channel and attach. Wait to extend Foot Block. C. Lift Bottom Rail so RSB's are in channel and attach with self -tapping screws (provided). Place optional rail gaskets at each end of rail. D.Telescope Foot Block down and then screw through opposite sides. E. Place screw plugs on. 4 Placing the Baluster Spacers and Balusters A. Cut the Baluster Spacers to the same length as the rail, equally spaced so the holes line up. B. Snap Baluster Spacer into Bottom Rail. C. Place inverted Baluster Spacer on top of first Baluster Spacer. D. Place Balusters in Baluster Spacer holes. Standard Artisan Assembly 5 Attaching the Top Rail A. Place Top Rail on RSB's with Balusters in channel. 107 K B.Attach Top Rail to RSB with 2 self -tapping screws (provided). 6 Attaching the Post Caps Secure Post Cap with silicone or PVC adhesive. (Remove any excess adhesive.) C. Slide Baluster Spacer up and snap into Top Rail. Place optional Top Rail gaskets on each end of rail. Classic Style Railing Assembly Important. Only cut post & post sleeve if assembling the classic design I Only for use with 4x4 post sleeve. 1 Cutting Post & Post Sleeve ` 363/16' 351/16' or 38 3/16' for ■ or 411/16' 42 3/16' length from 36' (nominal) rag surface of 42 3/16' for a the deck 42' (nominall rag 51/2- 1/2'A. A.Cut Post to the length B. Measure and attach RSB's of the Post Sleeve + the to post. Note: Refer to height of the joist + Steps 2 thru 4 on previous thickness of deck board. pages for step-by-step From the deck surface, instructions on attaching cut Sleeve to: RSBs, Universal Rail, Foot Block, Baluster • 36 3/16" for 36" nom. height Spacers, and Balusters. • 42 3/16" for 42" nom. height 5 Attaching the inverted Universal Rail 12 A. Place inverted Universal B. Attach Universal Rail Rail onto RSB's with to RSB with 2 self -tapping Balusters in channel. screws (provided). a Slide Baluster Spacer up and Osnap into Universal Rail. C. Place a 5/4 deck board or 2x6 deck board over the Universal Rail. Attach board with Trex recommended composite screws at a diagonal over each post. Attach board to Universal Rail with the provided 2" pan -head screws every 16" on center. OPTIONAL \ If necessary, cut tips off Rail Gasket prior to installation. O < 40' F =1 /8" gap' E. Use scarf cut for posts where two deck boards meet. * If installing below 40° F leave 1 /8"gap between deck boards for thermal expansion. Colonial Style Railing Assembly 5 Attaching the inverted Universal Rail A. Place inverted Universal Rail onto RSB's with Balusters in channel. x2 B. Attach Universal Rail with 2 self -tapping screws (provided). C. Measure between the posts and cut the 2x4 to this length. 6 Attaching the Post Caps. grz D. Place 2x4 on Universal Rail. E. Slide Baluster Spacer up Attach board to Universal Rail and snap into Universal Rail. with the provided 2" pan -head screws every 16" on center. or PVC adhesive. (Remove any excess adhesive.) OR t 3 k Y 4 � sY� a.. t.yynF.Y,r�k34�4 �' A. Place inverted Universal Rail onto RSB's with Balusters in channel. x2 B. Attach Universal Rail with 2 self -tapping screws (provided). C. Measure between the posts and cut the 2x4 to this length. 6 Attaching the Post Caps. grz D. Place 2x4 on Universal Rail. E. Slide Baluster Spacer up Attach board to Universal Rail and snap into Universal Rail. with the provided 2" pan -head screws every 16" on center. or PVC adhesive. (Remove any excess adhesive.) Glass Panel �ibly 1/4" Tempered Glass Panel will need to be purchased separately. * Only for use with maximum 6' on center post spacing. 5 Attaching. the Glass Panel & Top Rail 10, A.Apply Weather Stripping to Glass ' B: Position Glass C. Attach Top Rail Push the black edge trim onto the 1 Place the glass with the weatherstripping Place the. top rail over the brackets and upper & lower edges of the glass. Be , into the lower rail channel. Center the glass panel.,Secure the rail to the RSBs sure the edge trim runs the entire length panel between the two posts. (There with 1Y2 " self drilling screws, provided. of the glass. Extra trim can be cut offj should be approximately 2" between Avoid hitting glass while using drill. with a razor blade or sharp scissors. i the panel and the posts.) 6 Attaching the Post Caps a Cut & Attach Panel Support Moldings Cut the four (4) panel support moldings (PSM) to the same length of the glass (62 1/2",). Cut one at a time slowly to avoid chipping. Push the PSM into the rails to complete snap connection. (The lower rail will have the PSM edge resting on top of rail, top rail PSMf, snaps flush into the rail. . I@ E. Hide the Brackets Secure Post Cap with silicone or PVC adhesive. Cut the Artisan Baluster (Remove any excess adhesive.) Spacer into four lengths equal to the distance between the ' glass panel and the posts. (2") Cut these slowly and one at a time to avoid chipping. Once these are all cut, snap them into the bottom and top rails to hide the brackets and create a seamless look. i M I Trex Artisan Series Railing® Stairway Instructions (from Kits) STEP 1 — Install Posts Install posts, sleeves, and skirts according to Horizontal Artisan Railing. (Note: for most stain, a longer post sleeve will be needed, which can be cut from a 96" sleeve.) STEP 2 — Cut Rails to Length Determine length and angle of the top and bottom rail. Optional: subtract 1/16" from each.end to allow clearance for the optional rail gaskets. Cut the rails to length. STEP 3 — Bottom RSB location on Upper and Lower Post a. Position the bottom rail between the posts and set to proper height from treading nose. Use scrap material to temporarily support the rail. (Note: Check your local building code for railing height requirements). b. Mark across the top of the bottom'rail on both the upper and lower newel post where they intersect. c. On the lower mewel post, center the top of the RSB on the post sleeve at the mark made (flat side up). Secure the RSB with two 2 1/2" screws (provided). d. On the upper newel post, center the top of the RSB on the post sleeve at the mark made (flat side down). Secure the RSB with two 2 1/2" screws (provided). e. Take a second RSB and interlock it into each of the secured RSB's. STEP 4 — Top RSB location on Upper and Lower Post a. On the lower newel post, make a mark on the post sleeve 29" from the top of the bottom RSB. Center the top of the RSB on the post sleeve at the mark made (flat side up). Secure the RSB,with two 2 1/2" screws (provided) I b. On the upper newel post, make a mark on the post sleeve 29" from the top of the bottom RSB. Center the top of the RSB on the post sleeve at the mark made (flat side down). Secure the RSB with two 2 1/2" screws (provided). c. Take a second RSB and interlock it into each of the secured RSB's. STEP 5 — Attach the Bottom Rail T Lift the bottom rail into the lower RSB's. Use scrap material to temporarily support the rail.Using two #12 2" self -tapping screws (provided); screw down through the bottom RSB into the rail. Place the optional stair gasket on the ends of the bottom rail. STEP 6 — Baluster Spacers/Balusters Cut the baluster spacers to the same angle and length as the rails, equally spaced at the ends, ensuring that the holes will line up during assembly. (Cut slowly to avoid chipping.) Snap one baluster into the bottom rail. Place the second baluster spacer on the top of the first, upside down, with the snaps facing -upward. Cut ends of balusters to angle of stairs. Pass•the balusters through the holes of the baluster spacers into the bottom rail. STEP 7 — Finishing Please refer to the installation instructions for the specific design used. For Colonial or Traditional, the deck boards will need to be measured and cut to the angle found in Step 2 of the Stair Instructions. Trex Seclusions® Assembly Detail A Trex Seclusions Top Rail B Trex Seclusions Picket C Trex Seclusions Bottom Rail D Trex Seclusions Bottom Rail Insert E Trex Seclusions Post Cap F Trex Seclusions Post G Trex Seclusions Bracket u BEFORE YOU BEGIN: Confirm location of underground_ utilities with local providers before you dig.. Check local zoning laws, which may regulate the size and,placement of your fence. If you live in a historic district or subdivision, check with the neighborhood association before proceeding with the plan. Apply for local permit as directed by local code. I 1 Trex Seclusions® Installation Instructions STEP 1 — Lay Out Fence Line using the 6x6 Fence Post Locate property pins and stake out fence lines 6" inside of property line making sure that you go beyond property line about 3' with stake in order to not disturb when digging. Determine corners of the fence by locating the places where the strings intersect. From this location measure 2Y4" inside and mark location with a line perpendicular using a can of spray paint. Make sure to mark the'string. Mark locations for posts starting with the first location and measuring every 96" on center. Spray and additional line parallel to the marked locations approximately 2Y4" inside of string. Determine number of gate locations and size. STEP 2 — Dig Holes Dig holes 30" deep or below frost line making sure not to interfere with strings or stakes. Hole size should be 12" in diameter. Clean holes and check for straight walls. Fill hole with 6" layer of gravel or dirt to allow drainage. Note: Post hole depth may vary. Refer to local code regulations & requirements. .STEP 3 — Setting the Posts Insert post into hole. Determine rough height (approximately 78" above ground). Fill hole around post with concrete mix (sand, gravel & cement) to approximately 2" below grade. Tamp concrete in hole to eliminate air pockets. Level and square posts making sure post is next to string, but nor touching. Allow concrete to set per manufactures instructions before installing rails and pickets. Q 31 Stakes 3ft % 7s• t Trex Sedusions® Installation Instructions STEP 4 — Install Brackets Determine how much space is needed at the bottom of the fence line. Typically you should not exceed 2" from the ground. Using the Trex Express installation tool, position the tool flush to the bottom of the post. Attach the bottom bracket using the fasteners provided. Measure 68" up from the bottom of the lower bracket. This point will mark the bottom of the upper bracket. Using the Trex Express installation tool, attach the top bracket using the fasteners provided. Determine the next post'bracket location using one of the following methods: STEP 4A — Step Method (for *sloped surfaces) This fence gradually "steps" up the slope so that each section is the same length and the rails are level instead of parallel to the slope. When staking out line;posts on a slope for the step method installation; you will need a true horizontal measurement for post placement. D`o not measure parallel to the ground slope. To obtain the proper layout, measure from the previous stake while holding the'tape horizontally. Use a 2x4 to extend from the proper ,tape placement to the ground to locate the placement of the stake. IPropetly executed, the tape will form a right angle with the,2x4. Use metal insert as measuring stick between posts on a flat grade. STEP 4B — Sloping Method This fence follows the grade or slope with it's bottom rails parallel to the ground. Another�term for this type of installation is "racking." Grade. may add length required for material span. Use metal insert as measuring stick to set distance between posts and ensure proper spanning. Continue this measuring method for the rest of the slope until the ground levels out. Mitre cut top & bottom rails to fit grade. On very steep grades pickets may require cutting. STEP 4C — Transition i Fence can be seamlessly transitioned to a different height. A six foot section may be transitioned continuously to a four foot section by using the metal insert as a measuring stick and mitre cutting the top and bottom rail.1 Picketswill require cutting and they can be installed, marked and then cut with reciprocating or hand saw. I t Step Method Sloping Method Transition STEP 41) — For Sections Not AIn-line or at Right Angles Designed to attach to the back of a fence bracket is a bracket adapter in order to create different angles., Engineered in 22.5 degree increinents' It takes two fence bracket adaptors to make a 45 degree angle. 1) Attach angle bracket to post at the 2 center holes using a 1 5/8" screw. 2) Place fence bracket on the angle bracket. 3) Attach bracket_with 2.5" screws. 37, . 1 t t Trex ®. Seclusions Installation Instructions STEP 5 — Install Bottom Rails Slide the Bottom Rails over the Bottom Rail insert. Bottom Rail may need to be cut to the same length as the insert. STEP 6 —Insert Bottom Rails Place the Bottom Rail / Insert onto the lower. brackets. Secure the Bottom Rail / Insert with 1.5/8" screw. STEP 7 — Install Pickets Notch first andlast, picket in an 8' section at a 45° angle, 2" on a side. This will keep the picket from interfering with the bracket. Secure first picket to post using a 1 5/8" screw. We recommend 3 places. Insert pickets into the bottom rail, alternating their' orientation, so that they interconnect. Repeat the ' process until 19 pickets are installed I in the 8' section. Secure last picket to post. If you have a fence section shorter than 8 feet, you need to remove the appropriate number of pickets and cut the top rail and assembled bottom - rail. With odd length sections; the use of 2•" galvanized finishing nails may be required. Place the nail at the joint of the pickets and through the top rail. The nail acts as a "locking pin" to keep pickets from moving. If hidden fasteners are more desirable 1/4" screws may be used. After pulling the fence line taut, place them at the joint of the two end pickets prior to installing the top rail. STEPS — Install Top Rail + Cut Top Rail to, fit between posts. Place the Top Rail onto the upper brackets. Secure the Top Rail to the upper brackets with 15/8" screws. Finish nail Top Rail into pickets to prevent picket movement. ] .A .Ai STEP 9 — Install Post Caps i Place Post Caps onto the post. Caps may be secured using adhesive or a finish nail. t i TrexTrim Storage and Handling • Store TrexTrim flat on a clean, dry and level surface. TrexTrim may conform to an uneven suiface, especially in hot conditions. • Store indoors or covered to ensure clean product and easy removal of release film. • Handle TrexTrim with the care appropriate for any other fine finish, construction product to avoid damage. • If film is difficult to pull up, apply a piece of tape to a corner. This creates a tab to pull up the film. Cutting, Drilling and Routing I • Standard woodworking tools woik well to cut TrexTrim. Use carbide -lipped tools designed for wood cutting. • Avoid using fine-tooth metal cutting blades. i • Rough edges are caused by heat buildup due to dull, dirty tools or poor support at the,I ' f cut. • When drilling, remove bit periodically and remove shavings to reduce heat buildup. t Expansion and Contraction • TrexTrim will expand and contract with changes in temperature. • Fastening TrexTrim at recommended intervals (2 fasteners at each framing member) will reduce the effects of expansion and contraction. ' • Bonding running joints and corners will reduce the opportunity for joint separation. • Leave a gap of at least 1/8" per 18' length at the end of long runs to allow for expansion and contraction. • Allow product to acclimate to outside temperature prior to installation. Note: Do not install TrexTrim profiles using a span above 24'. Spanning • TrexTrim must not be used in a load-bearing application. • Spanned applications such as soffits and ceilings are not load bearing. TrexTrim may be used for these applications with appropriate spanning: Fastening • TrexTrim should be fastened to a solid, stable and flat surface. Do not install on hollow or uneven areas. • For best results, use good quality exterior -grade fasteners designed for wood trim and siding. Fasteners must be long enough to penetrate wood substrate at least 1 %'. If wood substrate is ACQ lumber, fasteners must be double - dipped galvanized or stainless steel. • Do not use staples, small brads, wire nails, fine thread wood screws or ring shank nails. • Standard nail guns work well with•TrexTrim. Set air pressure to drive nail even with surface, but not below. The typical pressure range will be 70 — 100psi. • Pre -drilling is not typically necessary. Pre -drilling may be required with installations using large fasteners or in cold temperatures (below 40F). • Use 2 fasteners per framing member on trim boards. For 12' or wider, use additional fasteners. • Each board must be fastened within 2'• of the end. • 3B' and %:' sheets must be glued and mechanically fastened to a solid substrate. These products are not intended to be ripped for use in trim applications. Bonding/Gluing • For best results, only bond clean, smooth, dry surfaces that are in full contact with each other. • All joints, such as in long runs of fascia or corners of window trim, should be glued to reduce joint separation. • Use a PVC cement or bond and fill product designed for PVC. Adhesives with a longer set time are preferred for best bond strength. • . Fasten on either side of joint to hold in place while curing. • Scarfjoints.are recommended when bonding long runs. • To bond TrexTrim to another material, consult adhesives manufacturer to determine correct product for application. Painting Cleaning • TiexTrim—doerequirepaintingfor.protection. Clean TfekTrim with a ild-dete'V ent and water. : To achieve a cu,not color, a 'lic latex paint with a light Methyl Ethyl Ket6 EK) wiped onto edges reflectance value (LRV) ab55-works Well. willminimizepbr sizeiid �e p to clean the edges. • Paint applied to clean, dry TrexTiim will'adhere well with good durability. • Curing of paint on TrexTrim may: take up, to. 60 days depending on,humidity and temperature,conditions. 4 h 4 4 TM Trex'I rirn t Installation Painting Cleaning • TiexTrim—doerequirepaintingfor.protection. Clean TfekTrim with a ild-dete'V ent and water. : To achieve a cu,not color, a 'lic latex paint with a light Methyl Ethyl Ket6 EK) wiped onto edges reflectance value (LRV) ab55-works Well. willminimizepbr sizeiid �e p to clean the edges. • Paint applied to clean, dry TrexTiim will'adhere well with good durability. • Curing of paint on TrexTrim may: take up, to. 60 days depending on,humidity and temperature,conditions. 4 Care and Cleaning Guide All exterior building materials require cleaning. Periodic cleaning of Trex® Decking and Railing will maintain the beauty of a Trex deck. Trex recommends a basic cleaning to remove dirt and debris at time of installation. a e r3s Clean deck to remove dirt'-and' debris. Soap, hot �r and a soft brush is all that is ar gs Most colored chalk lines are permanent: ForTrex use either baby powder or Irwin Strait-7-line dust off marking chalk available at: http://wwwuwin.com/irwin/consumer/ jhtml/detail jhtml?prodId=IrwinProd210003 sn The prtntin on the side ofTrex'decking boards are'.required by building codes With _ careful installation, most prizitings can be: hiddemVisible printings can be lightened wik� -. acet 41,_ Ta'nriui%aching occurs tri Trex anti all wood based products naturally.Allow for at least s._ 3 12 weeks '4Ynormal'weathernng This process may hastened through the use of a ibe proaut t�cotitatrung'oxahc or phosphoric acid,commonly known as Deck Brightener 4 t` c Calcium'coride or rock salt, available in many home centers, will melt ice on Trex decking Rinse off when fust practical Use caution-T moving snow or ice with a snowFshovel, and never use a metal snow shovel ori a Treit=. eck,. ``A shovel tuay seratch the deck, which is not covered winder warranty., h': X� £� Scuf>s and abrasions can fade or disappear natutally after 12 16 weeks of weathering.�Tlus cariYbe accelerated with a product contauung oxalic -qr,, sphoric acid; also known as Deck Brightener. * s Use a cIeanuig coritaunrig oxalic or acid base, known as Deck a ;' product phosphoric also Brightener 6 lighten or remove the rust or dirt. Product may »need to sit on stain 10'- e 15 :minutes before rinsing. :`�, x un Rinse the'sta n with'hot water as soon as possible.,:,Use Pour-N-Restore wwwpour-n-restore.com as du+e'cted for any remaining stain. • Semi annual' (spring and fall) cleating of your-,fleck u important to prevent:the buildup of pollen`and othe ;'T;bris that can support the growth of mold. • Use conventional; deck washes.or cleaners that contau sodium hypochlorite (bleach) and detergent' (refer 6,`, 1d Technical Bulletin .bn www trex.com for specific recommendations) E Trex Company does, not recommend the use of a pressure,Iuc!asher,or sanding. 'Use of products containing bleach or add u;ill lighten the surface of Trex. Use in an inconspicuouse area to determine if lightening is ascetically unpleasing to ou. Neither product u)ill affect the structural integrity of Trex 41 Mold 'Technical Bulletin Mold is a lower form of plant life that can settle and grow on any surface, including Trex® decking. Mildew is a form of mold that grows on damp surfaces. Mold spores are similar to seeds, but cannot be seen until colonies form. Air currents, insects, animals and water transport the spores easily. Due to mold's adaptability and large number of species, it is very hard to control and impossible to totally eliminate. Mold will not affect the structural performance of Trex decking. In order to form visible colonies, mold needs food, moisture, and temperatures between_40 and 90° F. Trex decking is nota food source for mold, but can`collect food in the form of dirt and debris such as the overflow from flowerpots and gutters. Trex decking can also supply moisture if the gaps between deck boards are too small' or clogged. Refer to Trex decking Usage Guidelines for gapping instructions. How to remove Mold from Trex Decking All exterior building materials require cleaning. Trex is no exception. Periodic cleaning of Trex decking will remove dirt and pollen that can feed mold. if mold colonies appear, clean the deck with a commercial deck wash containing a detergent and sodium hypochlorite, commonly known as bleach. This chemical will remove the mold, but please be aware it will also lighten the wood on the surface. In some cases it will require several treatments with the deck wash to completely remove all mold colonies. Even if the spots are no longer visible, there may still be mold spores on the surface that could re -grow, so periodic cleaning is important. The following brands of deck cleaners have been found to be effective in removing mold from Trex decking: • Olympic Deck Wash* • Expert Chemical'"**Composite Deck Cleaner & Enhancer (expertchemicalinc.com) Always apply these products to a dry deck. Applying to a wet deck will significantly reduce the effectiveness of the cleaner. NEVER mix any other cleaners (ammonia, phosphoric acid, etc.).with bleach. Should you prefer a Eco -friendly (no bleach) product, the following will reduce the appearance of mold on the decking surface: • Corte-Clean®***Composite Deck,Cleaner (corteclean.com) Mold spreads easily and may return in some environments despite proper cleaning and preventative measures. Mold does not damage Trex and' will cause no structural harm if allowed to propagate. * Olympic® is a registered trademark of RPG Architectural Finishes, Inc. ** Expert Chemical— is a trademark of Expert Chemical Inc. *** Corte -Clean® is a trademark of Corte LLC. Limited Residential. Warranty Trex Company, Inc. (hereinafter "Trex") warrants to the original residential purchaser ("Purchaser") that, for a period of twenty-five (25) years from the'date of original purchase, under normal residential use and service conditions, Trex, products shall be free from material defects in workmanship and materials, and shall not check, split, splinter, rot or suffer structural damage from termites or fungal decay. If a defect occurs within the warranty period, Purchaser shall notify Trex in writing and, upon confirmation by an authorized Trex representative of the defect, Trex's sole responsibility shall be, at its option, to either replace the defective item or refund the portion of the purchase price paid by Purchaser for such defective item (not including the cost of its initial installation). For purposes of this warranty, a "residential purchaser" shall refer to an individual residential homeowner. This warranty shall not cover and Trex shall not be responsible for costs and expenses incurred with respect to the removal of defective Trex products or the installation of replacement materials, including but not limited to labor and freight. This warranty may be transferred one (1) time, within the five (5) year period beginning from the date of original purchase by the Purchaser, to a subsequent buyer of the property upon which the Trex products were originally installed. To make a claim under this limited warranty, Purchaser, or the transferee, shall send to Trex, within the warranty period referred to above, a description of the claimed defect and proof of purchase, to the following address: Trex Company, Inc. Customer Relations 160 Exeter Drive Winchester, VA 22603-8605 Trex does not warrant against and is not responsible for, and no implied warranty shall be deemed to cover, any condition attributable to: (1) improper installation of Trex products and/or failure to abide by Trex's installation guidelines, including but not limited to improper gapping; (2) use of Trex products beyond normal residential use, or in an application not recommended by Trex's guidelines and local building codes; (3) movement, distortion, collapse or settling of the ground or the supporting structure on. which Trex products are installed; (4) any act of God (such as flooding, hurricane, earthquake, lightning, etc.), environmental condition (such as air pollution, mold, mildew, etc.), staining from foreign substances (such as dirt, grease, oil, etc.), or normal weathering (defined as exposure to sunlight, weather and atmosphere which will cause any colored surface to gradually fade, flake, chalk, or accumulate dirt or stains); (5) variations or changes in color of Trex products; (6) improper handling, storage, abuse or neglect of Trex products by Purchaser, the transferee or third parties; or (7) ordinary wear and tear. No person or entity is authorized by Trex to make and Trex shall not be bound by any statement or representation as to the quality or performance of Trex products other than as contained in this warranty. This warranty may not be altered or amended except in a written instrument signed by Trex and Purchaser. UNDER NO CIRCUMSTANCES WILL TREX BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES, WHETHER SUCH DAMAGES ARE SOUGHT IN CONTRACT, IN TORT (INCLUDING BUT NOT LIMITED TO NEGLIGENCE AND STRICT LIABILITY) OR OTHERWISE, AND TREX'S LIABILITY WITH RESPECT TO DEFECTIVE PRODUCTS SHALL IN NO EVENT EXCEED THE REPLACEMENT OF SUCH PRODUCTS OR REFUND OF THE PURCHASE PRICE, AS DESCRIBED ABOVE. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights that vary from state to state. This warranty shall only be applicable and enforceable in the United States of America and Canada Copyright © 2008 Trex Company, Inc For additional Warranty information, please go to trex.com. Limited Commercial Warranty Trex Company, Inc. (hereinafter "Trex") warrants to the original end-user commercial purchaser ("Purchaser") that, for a period of ten (10) years from the date of original commercial purchase, under normal commercial use and service conditions, Trex, products shall be free from material defects in workmanship and materials, and shall not check, split, splinter, rot or suffer structural damage from termites or fungal decay. If a defect occurs within the warranty period, Purchaser shall notify Trex in writing and, upon confirmation by an authorized Trex representative of the defect, Trex's sole responsibility shall be, at its option, to either replace the defective item or refund the portion of the purchase price paid by Purchaser for such defective item (not including the cost of its initial installation). For purposes of this warranty, a "commercial purchaser" shall refer to any purchaser other than an individual residential homeowner. This warranty shall not cover and Trex shall not be responsible for costs and expenses incurred with respect to the removal of defective Trex products or the installation of replacement materials, including but not limited to labor and freight. This warranty may be transferred to subsequent buyers of the property upon which the Trex products were originally installed. To make a claim under this limited warranty, Purchaser, or any transferee, shall send to Trex, within the warranty period referred to above, a description of the claimed defect and proof of purchase, to the following address: Trex Company, Inc. Customer Relations 160 Exeter Drive Winchester, VA 22603-8605 Trex does not warrant against and is not responsible for, and no implied warranty shall be deemed to cover, any condition attributable to: (1) improper installation of Trex products and/or failure to abide by Trex's installation guidelines, including but not limited to improper gapping; (2) use of Trex products beyond normal commercial use, or in an application not recommended by Trex's guidelines and local building codes; (3) movement, distortion, collapse or settling of the ground or the supporting structure on which Trex products are installed; (4) any act of God (such as flooding, hurricane, earthquake, lightning, etc.), environmental condition (such as air pollution, mold, mildew, etc.), staining from foreign substances (such as dirt, grease, oil, etc.), or normal weathering (defined as exposure to sunlight, weather and atmosphere which will cause any colored surface to gradually fade', flake, chalk, or accumulate dirt or stains); (5) variations or changes in color of Trex products; (6) improper handling, storage, abuse or neglect of Trex products by Purchaser, any transferee or third parties; or (7) ordinary wear and tear. No person or entity is authorized by Trex to make and Trex shall not be bound by any statement or representation as to the quality or performance of Trex products other than as contained in this warranty. This warranty may not be altered or amended except in a written instrument signed by Trex and Purchaser. UNDER NO CIRCUMSTANCES WILL TREX BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES, WHETHER SUCH DAMAGES ARE SOUGHT IN CONTRACT, IN TORT (INCLUDING BUT NOT LIMITED TO NEGLIGENCE AND STRICT LIABILITY) OR OTHERWISE, AND TREX'S LIABILITY WITH RESPECT TO DEFECTIVE PRODUCTS SHALL IN NO EVENT EXCEED THE REPLACEMENT OF SUCH PRODUCTS OR REFUND OF THE PURCHASE PRICE, AS DESCRIBED ABOVE. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights that vary from state to state. This warranty shall only be applicable and enforceable in the United States of America and Canada Copyright © 2008 Trex Company, Inc Physical and Mechanical Properties Test Method: j values , Abrasion Resistance. tiSTM,D2394 .0l'wear/l000xevs ..•, ASTM D143 Hardness 1124 lbs Self Ignition Temperature ASTM D1929 , 7437F Flash Ignition Temperature ASTM D1929 698°F Flame, Spread (a) Riu oDeferise) AST1vLE84 . ' 80 :[40] Water Absorption ASTM D1037 4.3% (sanded surface) 24 hr. immersion Water Absorption (unsanded surface) 24 hr. immersion . -ASTM D1037 1.7% '• `I picd T=ex values for Coefficient of Thermal: Expansion/Coutraction: (36' long. samples) Thermal ' a Width M.2'x 10-6 to 42.7 x 10-6 (inch/inch/°F) _ t , ; Length lb.l x 10;-6 to 19.2 is 10-6 (inch/inchf"F) ' Moisture Typical Trex values Typical Trex values • for Long Term Water for Constant High Humidity Immersion (36" long samples) (6" long samples) Width 3% ,,,lob Nail'Withdraw_al (c) D1761"° 1631bs//in _ASTM ASTM D1761 Screw Withdrawal (c) 558 lbs/in '; ASTM D2047 Static Coefficient of Friction Dry (d) '053/0.55 ASTM F1679 _0._9/0.70 Static Coefficient of Friction - Dry (d) Static Coefficient of Friction - Wet (d) ASTM F1619" 0.70_/0.75 ' rating = No DecayY Fungus Resistance (White & Brown Rot) ASTM D1413 V - AWP.AEl-72 Resistance (e) rating = 9.6 0.91 to 0.95 _Termite Specific Gravity (typical) ASTM D2395 Ultimate (typical) Values Design Values Compression Parallel (f)(g) ASTM D.19.8 1806 psi 550 psi ASTM D143 Compression Perpendicular (f)(h) 1944 psi 625 psi 854 psi 250 psi, - Tensile Stre_ngth:(f) ASTM D198 ASTM D143 561 psi 200 psi Shear Strength (f) Modulus of Rupture (f) r ASTM D4761 '. 1423 psi 250 psi ASTM D4761 Modulus of Elasticity (f) 175,000 psi 100,000 psi ASTM C177 Thermal Conductivjty.': 1.57 BTU-in/hr-fr (a�85°F TCLP- EPA 1311 Leachate I) ass Notes: (a) Corresponding Smoke Developed Index is 285. (b) Values shown are for reference only. These values should not be used to calculate gapping for Trex. Follow Trex installation literature for proper width to width and end to end gapping information. (c) 8d common wire nail. No. 10 wood screw. (d) ASTM D2047 test conducted on sanded/unsanded unweathered samples with leather surface. ASTM F1679 test conducted on sanded/unsanded weathered samples with neolite surface. (e)Material weight loss was 0%. (1) ultimate strength values are not meant for design analysis. Testing performed on a 2x6 cross section. Design values are for temperatures up to 130°F. (g) Compressive strength parallel to the length. h) Compressive strength perpendicular to length. (I) Leaching was below levels established by EPA for a/f constituent categories. 45 t i i i F i } 1 Trex® Color Palette Trex Brasilia® Color Palette Cayenne Burnished Espresso Amber Trex Accents® Color Palette Trex Origins® Color Palette Before Before Weathering Weathering Saddle Winchester Grey After After Weathering Weathering Before MMM -M Weathering Saddle Winchester Madeira Woodland Grey Brown After Weathering Trex Contours® Color Palette Trex Artisan Series Railing® Before $z �; WeatheringMMM x Madeira Winchester Saddle Classic White Grey After Weathering Trex Escapes® Color Palette Before Weathering \ � �� ], ��� \1\' Eur' ]ww\V!� ! \'} • « ' .. i`.1 ' 1 y INv y � � S�� t l S !.� \ �•�� ' ` 1 111 Ml�;\� �.. �' C' • \ l C; M1 kyr \f, r > , vA� t .. NI ue. IAA- 1 <.i4u' el am 4 a�. tip ; - 7 ' ti. • it ., , � , • �\",:', L . y 15�kj L� \hAY by qt+u `- �; 1 it \`�. �. �• * ; R l rte\\,` � � }<,.,�. •\ �1� . r \ \ \_ �t,\ Z\ iti\ �. V44�t 7N ..\ ' "•4. \� �'` alb` Al a. �( A\\ rwx..O How outdoor living should feel. 02008 Trex Company, Inc. Al tights reserved. TREr the TREX•Iogo, Trex Origins; Trex Accents; Trex Brasilia' Trex Contours' Trex Escapes, Trex Hideaway", Trex Designer Series Wing', Trex Artisen Series Wig* Trex Railpost; TrexPro' TrexExpress', the TrexExpress �( logoend TrexTrim`are Other Werafy registered trademarks, trademarks or trade dress of Trex Company, Inc., Winchester, Virginia. AGRICULTURAL AFFIDAVIT Employer's Name:Boger 11 Q17ke� Q Phone: (j3O) 6 7 01-OV/� Name of Property Owner: R Address of Main Office: / /2 Teddy Axw -e C /� d� �G o7 g� e /f 9 _37748) Address of Employment Location: f / 9 7-15ro y 4 ">V e e5 g Employee's Name: C� r, 5 % / �/,�C C/' e a dy Phone: Employee's Current Home Address: Name of Property Owner (for dwelling): .e,/7'I Address of Property Owner: 1/2 ,Teddy f N f , r it ly B/e C -e - Address of Proposed Dwelling: %%2 Tie&%` &&e Assessor's Parcel Number: v2 _ 07 f%©_ 1 6 Parcel Size: `5® i acres We, %pou,,e and do o/ `'lc�i�e4 r%/ , do declare, subject to the penalty (employer) (employee) penalty, of perjury, that /Foq LOR is the employer of and will be employed, identified under section 24-305.020, for at least thrity-two (32) hours per week and for at least sixteen (16) weeks per year as 19 "raGon Assessor's parcel (a) to (g) number(s): -c2 cT o1 7-J0 ' / 1( Employer's Signature:.. Employee's Signature: Parcel(s) Size: �_3acres Date: /�/, ///a Date: _1 a - I b - O ? Planning Division Approval: Zone: General PlaDwelling on APN: d 2- Approved Agricultural U ( 24-305.020): 0'7 e a f we vket { OC15� Approval by: Date: `L - 7.1 ` O K:\Plann�pO�p 'catio 'DM_Agricultural Worker housing.doc Revised 08/09/06 3 6O'CASEnfNT TO 14,V604 PARK 4o,JP /CR Book 217E_ P,l 6C 437 too 01 ,p, �`•_ �J/_Ir Y\e st'ae eel `^ c zr8.oy \ ! 7 rdQtt,�\� fe' zs B N6 44 /oo'LEA wt//f [0 C SI TE PA QLEL 1 \ 3( UY1_.L rBA \L 12.0'1 Ac, LOCAYIOAi NAP •✓rJ - SCALE /Zoo 2 v ee \ V � N ~ - • SET 3+("I.P Rff 170N 4598 PGz(R) .. PARCEL 2 m Z PARCEL 3 q o CAM Po/NT o/rlY \\ /S. 36 Ac.13.12 qc 4 (L) UIq DIATED ' (N) MEAw.eco \ u w ' (q) R[cOAD'PER BK-Z"S <Ai[$4 NOTES: - L \ e , 1 awe to /Wffc[ua�rf /ula/C fq Jl MfNr /o< � SECT/ON COCVCR As #."a INIlESf ANe (t elft ANO/Or /Olcn 1O B6 Fl.1e 1. IN 0/l09 n NIRR/r N/IO LP \\ p Pee oIDNATLeN ro rn( LooNir Jf p„r.e. \ BQ515 OF SEARING 2, we lviDlpcl ea DeryLyK ynfR K wlpcADc6. fJD"'\ \ 13oe9 a/oT EFFECT lVAL. 3. K 2S1 O�R. PO 244 Aida11c,YGE \ >Nf BAc13 0<BEAR/N6 /J L to_' -11,fp /Nr OP SIC T/ON jl B6lWEEN /O✓ND ryPNUryI.✓tJ qi0. lmTAKfN AJ N dill of E -1( C 1Y AL ft 11 SNOA'N AN THAT CIefA•N AIC.10 OF SIXISr 450.00 33.05 aIAP </cc0 /•✓ B6JN 74 MAPS Pq GE 3t Z14,13 �' Nd l3 o6'e 'da 3, o5'rafQ 1 RQB, 60 FD // 17� PER (R) /// .. , , !O0� Pce V< Z4 F6 49A ' wort. Iw A/nolv.T vF avNltf NIP rf a/iN6 Cowcvl,d/N/aT 4a<ee0/O •N TNC o/f/Ll of TNf dv TT6 caw fT • RECO E S RD R CERr/F/cArF_I - tll L aeLR SJ<,.L $,Z=38t C3 PARCEL MAP. f,/��cd, of .Paz . " ��h,3aI-�ay of i�/ BPeg a-ook qT. /yaps ' . - SVR ✓6YORS KER C/f/f9 TE ''Fair/ WALTE" LAVN _ Q at >EAe request ef7Cp6--� M 'g'Ftf/AL Th/s mop was prepared by rJe- or undef my BEW6 A o6Ri/oN IFSeCT-4 31, N0. r and /s hosed uPo'a o fe/d Sucv m 119,1, R5E, ANo -q PORT/aN ec �direcY/on Bu7rr . .Cou vt V. R/aoRo�R : c�formonce w/fh fhe/equ/remen f5 �of the fled, .P4.E iNrx[ DN,Ncoe Pa RATeO ARiq oa BJrrB - '- CouNry So<2VEYORt CERT/F/CArE Sub d/v/s/on. Map Acf at-the requ-asF a f. - Leapt✓, CAu�ORNII [ - - " { Th 60r e non crc /us/ve eare/xnfoFfeted VALrfR 49v Al on 0(�'SO BFR /fax .j - ... for dad/dotod is of octet/ fe d' af, -- +-- bore by.Sfofe. thot ;1/7c ',0 A,i Mop p�oce duras oP " Th/s map confornDs —<A Ah e rhe /oca/ Dyancy here been cool,p/ea',.—to and fhe"•/ . ragJ/remen fs eFfhe Sf,bdivis/on "Mis Par cc/ Mop confor/»s to a'h< a sDu'a /ohve Nap ,Qe /' nd LOe a/ C9r /Wane mop.,ond fhe eondto/as of app r� has.,wblch- _. 1a. r �aoae'rn.N.aA.y. S-34 -0770 oared /a a8 ea . were r,•g1/,rad to be fu/f/%1ad QRS^tiRadfi� 'C11-ENO/NLGR ' �(I CL Ar eA, srLrB Y {'///a O{ M R ree/ MoP b e ORovle cE, CAL/iIRN/A vier rn.SR♦ ry CMl Oa �� BUrrr COUA/f/ SD.e YIYaR - q Nu Sheet ofd J } AGRICULTURAL -WORKER HOUSING QUESTIONNAIRE Information for the Residential Parcel APN: 9,_ ---'I t Size of the proposed dwelling: 1:.O , .. sq. Feet Under a Williamson Act Contract: Yes [2e<o ❑ Employed F'Onsite ❑ Offsite Employee residency is 2'Permanent ❑ Seasonal Information for the Employment-Parcel(s) APN(s): Under a Williamson Act Contract: Yes 0 No ❑ Describe the agricultural operation, including the type of operation (crop or activity, time of year production takes place), and an accurate size in acres of the operation(s): Tvoe of operation: i79,7 a,/ nJZQi i AI r r. 4 tl, .► "/_ /_ „> I !. "Z/p tyaI dz& a1.1Ce I Size of operation: / S, 3. a A e 5. If under a Williamson Act Contract, provide contract details such as; type (e.g., grazing, orchard, or field crop), minimum parcel size, and any other relevant information: State the jobs and duties of the workers to reside in the building(s), and the expected yearly work calendar. Yearly work calendar: Signature: e Date: 12121107 Owner/Operator Signature: zs� Date: /0?1,21 v Applicant 2 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 ADMINISTRATION " BUILDING,* PLANNING July 21, 2006 Roger Harkema & Evelyn McCready PO Box 292 Palermo, CA 95968-0292 RE: Addressing Location: 112 Teddy Lane, Bangor, CA AP# 028-270-178 Dear Mr. Harkema and Ms. McCready: Our office was contacted concerning the location of the address for the above mentioned parcel. A building inspector verified that the address was posted at the entrance of Ribbon Court. In order to enable a prompt, timely response to emergency situations; Butte County maintains a 9-1-1 Master Street Address Guide (MSAG), in accordance with Butte County Code Chapter 32. Please contact me at (530)538-7163, so that we may discuss how to resolve this matter. Thank you in advance for your prompt attention. Sincerely, Alice Mefford Supervisor, Permit Center e A O' • � F � � 1 V n v " ,St;rJi n X -yl esor Vie r J Nl doN 0 , h V . h � y i N i q V i 0 V t A BUTTE COUNTY LAW OFFICES MAR 2 12003 RICH, FUIDGE, MORRIS & IVERSON, INC. DEVEL®PN ENT CHESTER MORRIS ROLAND K IVERSON,JR. DAVID R. LANE BRANT J.BORDSEN STEPHEN W. BERRIER ANTHONY E. GALYEAN HARJINDER K CHIMA CERTIFIED SPECIALIST IN FAMILY LAW, THE STATE BAR OF CALIFORNIA BOARD OF LEGAL SPECIALIZATION 1129 D STREET P. O. BOX "A" MARYSVILL.E, CALIFORNIA 95901 TELEPHONE (530)742-7371 FAX (530)742-5982 EMAIL drlane@rfmi.com March 18, 2003 Scott Rutherford Chief Building Inspector Butte County Building Division Department of Development 7 County Center Drive Oroville, CA 95965-3397 RE: LOIS DUNKIN POTTS 125 Weedy Way Bangor, CA A.P. #028-270-179 Dear Mr. Rutherford: W.P. RICH(1880-1965)SERVICES RICHARD H. FUIDGE(1906-1976 RETIRED THOMAS MARSH ROGER E. GROVE JOHN SANBROOK This office has been contacted by Lois Dunkin Potts (we note you previously corresponded with her on December 3, 2002, as Lois Potts -Dunkin). Ms. Potts is concerned that your department has apparently issued. building permits to her neighbor, Roger Harkema, which encroaches on the recorded subdivision easement allowing access to Ms. Dunkin -Potts' property. - Mrs. Potts requests that your office investigate this mater and follow up with appropriate action if Mr. Harkema has been allowed to place structures upon the easement with your department's blessing. BJB:ld cc: Client. I need an investigation of this mobile home installation and deck to determine whether or not the mobile home is in the road easement or setback at any point. (See attached parcel map) 02g , 2 7D a- /M �lI 7-6 z �a w- !0 �, o ►Z3r \ rc -1ECDJ', 60�EAS,61 SNr To -BANGOR PARK IQO AP PAR BOOK 247(. PA 6E 437 / p�E 100 04 \ /0011 c 0 P �2.Oi Ac. 1".=2Db` 0� 0 39 4 u 3 Zj .� \ soy ti m PARC 5L 3 15. 36 Ac. 13.IZ Ac jEE No TE 6 ;Q r/c S F. I h f. \ :T X71 fS PatcE L. \ 36 3r 45o.o0rim ILJ433,65 ��IG.33� —•� •v 89°J3'06'.E 883.o6w / 60 F.P / I.P. B 0 a / 00` sF6 ,voTE / PER (R) PEE 23.c ALL STRUarURES AND EQUIPMENT INCLUIX OVERHANGS SHALL BE CLEAR OF ALL EASEMEW A SEr BACK OF S Fr. FROM THE SIDE A Fr. FROM THE REAR. PROPERTY LINES A ROAD CENTERLINE SHALL - ExLEA OF STRUCTURES AND %F7tA 2 FT. EAVE OVERWGL lfodpr &rzKem e? ly 10,11Y L,ggg �7d - /7 g t. NOTES i RcSIDENTIA►L 028-270=178 01-0284 HARKEMA, ROGER Z, 1py `i3`T"Od'E B WAY, BANGOR CONTR:OWNER SCREEN PORCH SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING�LETTER i JOB FINALED Signature F. = OK 0 = Not OK w = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal I Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVER , CARPORTS GARAGES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements ootings; Soils-Size-Depth•Spacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing . 5. Alum. Awn.; C umns-Connections-Splice-Decal-Enclosures 6. Carportindows-Doors Trusses 191 Siding; Nailing -Veneer -Stucco -Mesh 1 . Roof; Shthg-Roofing 1. Ext.; Steps -Doors -Landings 12. ced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements . 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel. Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Singie & Duplex) = Not Ready Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Hangers -Post Caps -Anchors -Connectors 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 48. 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors 54. 7. Slab, Steel -Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 8. Piers -Fireplace Ftg.-Steel 57. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Glazing Area -Glass Protection -Skylights -Plastic 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 60. 11. Water Pipe; Test -Anchors -Regulator -Service Test Insulation -Walls -Ceilings 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date 77. Card B-1 Date Card B-1 Date 78. Card B-1 Date Card B-1 Date 79. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Date 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No Date 31. Service -Riser Conductors & Ground Main Disconnect Date 32. Equip. Clearances Panels-Motors-Mech. Equip. Comments at Final: 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting. -Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Efec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld,/Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT -OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-270-179 A5 ZONING BUILDING PERMIT OWNER RnG TELEPHONE 533-9210 SO. FT. OCC. BUILDING VALUATION 908 C 5,200-00 . OWNER'S MAIUNG ADDRES P.0 -Box 999 RA—TER-MO CA 95Q68 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 81-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 559-65 BUILDING ADDRESS 137 WEEDY WAY Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome &S Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherM Describe Work: SCREEN PORCH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI Wl 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 aOOV OR LE S Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: j0- 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( s ACC. Bins. so 3.50FT: T NON-RESIU T.MULTI CIRCUITS @7,50 APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20Q1'00 BAL ® .50 ED AI Ex. Occup. Dflui PESIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirino 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑- 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date __� SigMure of ApplicanT(0 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 153.65 HAz. D. FEES IM` X FLOODCDF X A PIEL ji P4, j1 HX{� 1$�uE ]� This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate ! O� Da_4 fe Receipt No. -11460W1 5� 65 WHITE-D.D.S.-B.D. CANARY -AS PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING 'DIVISION 7 County Center Drive a Orovilie, California 95965 • Telephone -(530) 538-754 1 PERMIT NO. L.g6) APPCATIONAND PERMIT (Rov.121 � ►�!+� 76 l7 m"p BUILDING PERMIT ow»u 'K SO. FT. OCC. BUILDIND VALUATION owra, rauus aooaen�- 0 7D 9�9� !J w . amrs%em" Wm Tpur"ou[ eorrnuetoas wtms Moores. ' oo��a • uaoow•s WANG aooA�zs Fireplace Total Valuation = J rurcreaer °a �101N0as "O Filinal Fee = 20.00 wrors=ON 04FA s unamo ncawa Permit Fee : 00 Plan Checkina Fee = waosroaoonas Energy Plan Checking Fee S ' PERMIT FEE S J . LOT Um sueavrcrrsrwe P""ca a"r PLUMBING PERMIT Filing Fee 20.00 Each fyw 7.00 - USEOFSTAUCTURE Solar or h tpump water heater 23.00 SF O' Duplex O Moblehome X Other Water pipingX, 15.00 sP°"ry Each gas water h bker or vent 15.00 • TYPE OF WORK Gas piping system 1 • dots 15.00 , New O Addition O Remodel O Willes 0 Installation O Other C3 Building sewer 15.00 �(L✓ '� Mobile Home S I GI W 1 020.00 Describe Work: J l� Gf�/U 0- _ PERMIT FEE't ELECTRICAL PERMIT Filing Fee 20.00 Main ice . c u` s's 23.00 Main Service,m" To +~ 46.00 Nm COWT. owEui+o occuP. 3.St$a oQ BOONS. a qCO. sins. w►aes�o. ' uanourter 07.50 (.ISO NUNMB C, Ex. Occup. ouna' sTask su%.0.30 FOMD Ex. Occup. OUTI s opo. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 3.00 PERMIT FEE t _ *PERMIT FEE PAID . � J MEC ANICAL PERMIT Filing Fee 20.00 i •� Heating SQA Cooling SHERIFF "°°d e:so Ventilation OTHER $ PERMIT FEE f Mobile Home Installation Fee = Energy Inspection Fee i 'I OCC CONST. TIP! •,-' TOT L FEES �, ��� a AMOUNT RECEIVED � NNZ o. ICU .,P K,ro, 1010t This permit Is hereby Issued under th'e applicabW provisions Of the Butte County Code and/or Resolutions to do work *RECEIPT- NUMBER Indicated above for which fees have been paid. * TO BE PVT INTO 'COMPUTER By Date i I PERMIT EXPIRES ON ' n COUNTY OF BUTTE - DEPARTMENT 'OF. DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:&M- e/^ ASSESSOR PARCEL NUMBER: i d)O—A 17 6f Proposed Building Use: Building Inspector: Date: — At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .-----------------------------------------=---------------------------- --------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ oVtP8 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- IJ8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. . Fees of $ 5� 1 ------------------------------------------------------------------- OOR, 01 Impact fees as shown on the attached schedule. ----------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------- ❑„X3. Flood elevation certificate. --------------------------------------------- 14. Sanitation and plot plan approval OeLO— Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 20. Pre -inspection for required.. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ���❑//22. Workers' Compensation carrier and policy number. ----------------------- '�`�23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. ------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 1128. Existing violations and/or expired permits. --------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issuAF t, rocess follows El Mail to owner, 111 contractor. El Telephone � and hold for pickup at l/ V office. ❑ Deliver with inspector. Applicantt kp.,, Date: �� 0 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisi n counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin iv" ion counter, by Date - Plans reviewed by: Date: Plans approved by: Date- 6 Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY z Plot Plan Anoeh•d t/ J36an,'-- ---I Sent r'-- Sent to S.D. -Q (-161 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E�)-QN, W).Q-j ', o 7b - v Ou6ner Locathn AP# Plan Approved for:. Sewage Disposal . i.-� Water Supply: Public Private Well Clearance for ing. Other Hold final for: Final clearance O.K. for: NOTE: / 513 Za Environmental H Ith Specialist Date 8/96 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest . opportunity to ` avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma'or labor and materials for construction of the proposed property improvement . �S ] NO[ ]. 2. I HAVE[ k] HAVE NOT[ ] signed an application for a budding permit for the proposed work. . 3. I have contracted with the following person (firm) to provide . --the proposed construction: NAME: ADDRESS: CITY• PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of this work, but I have hired the following personf to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. r= . 5. I will provide some of the work but I have contracted (hired) the following peisons to provide the work indicated: NAME ADDRESS PHONE TYPE OF--W`6kk SIG D: PROPERTY OWNER: �( 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. -. •: yY�4jt. Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may. protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to'subcontract, you should be aware of the following information for your benefit and protection: - 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation eont{''butions. 0 There may be financial risks*for'you if you do not carry out these obligations,4and.these risks are especially serious with respect to worker's compensation insurance. ' 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information'about your obligations under State Law, contact the Department of Benefit Payments and the Division `off 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. 2 A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" 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 odn work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned VIC. C.B.O. Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. A► If ALL STRUCTURES AND EQUIPMENT INCLUDN OVERHANGS SHALL BE CLEAR OF ALL EASEMEW A SET BACK OF S FT. FROM THE SIDE A FT. FROM THE REAR PROPERTY LINES A �A_'CHE ROAD CENTERLINE SHAD. 1R OF STRUCTURES AND EQU A 2 FT. EAVE OVERHMA M -------------------- /{4Pr 114rzKeor 4 I.317 el wog -y J349rt�� ,lq 9 )7- i7T. arm., 47;4 tz Ir T x 4v 44 - f. PQ Ir I .ILT- I zir my IIIIII�• tlj PL Vyz/ I I i ,' �w;—_ y��. � cl i �,z r---i•--i d� i I( l 1 i �____� i r --I- --I i _,.. Z4 3L, T T, 7 F T — F 7 7- X -- -- - - -- - --� _�!-�� -- 77 —1--J aq - --- ------- I 1} l J- i I I I i ( I i! �� i ;�+ T T Tr F T T ------- ta I -{--; f. 4 - �--- I I � � � tI - I I � I J- -J J I hz j� NOTES S' 3 2, q RESIDENTIAL 028-270-178 99-2829 ✓ PERMIT NO. ; HARKE1VdA; RODGE' 137 WEEDY LANE; BANGOR CONTR: HAROLD BALAZ MHU � 15--dolx Lx il SPECIAL CONDITIONS M CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SP_F_CI.A.I_LNSPr--:cmnz N-I_T_F.MS OFFICE COPY Address GAS Meter Bee Da ELECT ` Meter B Date 3 7d4 JOB FINALED (Date Signature v C-r.:,w; �r�:�.'9+.cr�s+•-+tic,} "y�-�r'�:`Wle+�'�—'..'_ •:I� '�`T'-T,� ^^T—. rr;y`�„'�,..,�..—,.���;_�;,., r., MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION ---7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: q PERMIT NO.: fi Owners: J i✓ Name: Owners: % `) Address: Mobilehome �1 Year of Manufacturer l✓ I +� Manufacture: Serial number nn ,� ry �2. " w •.y . �'�; Insignia or L (/p�J` � 7 or V.I.N. V ��-f � e' HUD number: v V Official approving installation: '" Date:,,, If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form not be used when the mobilehome is installed on a foundation system. ' 5138 White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor COUNTY OF BUTT, BUILDING D1VI§ION -DEPARTMENT OF DEVELOPMENT SERVICES -411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,lam Ir -L 1.1 L Date i U & Inspector REV 1:0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE UWNER ` PERMIT NO. . A routine inspection indicates that the following violations of butte county Ordinances exist at the " above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. 4414 A+n TW A-4 --r- /-� > A t vi�r.L � Date REV 10/92 FEB-10-2000 09:33 AM STRiCCTLYUSED 530 5296890 r' ' r - i la %UAtiaa le®a Numb r: ptgpetty Owade Name: Amu or JAwdon dunit: ' i. .x'10-' ��� 4 �•�� � ` ,n,-A-Ws Pawl rh ber' x OF �e ofAv�3: 47i T1040% sys"M Number.F. I 6OW p6rloms of She tiWowu -. Cvc '!s tni I6'd below. grade (1) WWO 210t damaged Prior to or as a molt of tho: jest , (2) grass iiot =dified primo to ,or during the inetailation, ea8 p) rierz lrod ilkW4*rd=co wit, of their eft or with tbre rcztns of the eq&zered pians and catim a. S DAN Print Now t - V=OK 0 = Not OK = Not Applicable = Not Ready ' MOBILE HOMES Date MOBILE ME UTILITIES (Plans) OK except #'s Date Requireme nts-Setbacks-Easements . Soilsj5pecial MH Support Sketch Zoning Requirements -Setbacks -Easements L'iew cation -Test -Fall -C/O -Concrete 2. ater; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd- limp -Concrete Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 6. as; Location -Test -Wrap; -/R L -ft. Nat. or ��/"L"f . LPG 4. ell Clearance '& Disconnect tility Clearance Date 6 Card B-1 Date Card B-1 DateCard B-1 Date Card B-1 Dae t MOBILE HgME INSTALLATION (Plans) OK except #'s oning,Requirements-Setbacks-Easements a-vo'orings; Size -Spacing -Marriage Line ALF -as; MH Test -Demand -Valve -Connector ectricity; MH Test -Crossovers -Breakers -Clearances 5-8reftr.—MH Test -Fall -Flex Connector _q_ANett3r; MH Test -Regulator -Connector 7. er and Sewer Connected -C/O to Grade -HD Approval ' Gas and Electricity Tagged p n Ties -Type -Installation Cert. xits�tnso.-Sketch L, 12—Pg-rmanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 e MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable =Not Ready FRAMING (Continued) RESIDENTIAL (; Date 47. Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 51. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Property Line Firewall & Openings 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 54. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Fig. -Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date 47. Card B-1 Date Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle 51. 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. 20. Shower Pan; Test, First Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 21. Test Tub & Shower, Second Floor -Tub Access 57. 22. Gas Pipe; Sixe & Anchors Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 35. A.C. Ducts Insulation & Support Comments at Final: 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle &Dupiex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One X -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes 0 No/Walks O Yes 0 No/Planters 0 Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: W� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION D ' it 7 Gounty ^enter Drive - Oroville, California, 95965 - Telephone (530) 538-7541 P /ReN. (Rev. 12/96) APPLICATION AND PERMIT FASS7E.S7T—N BER � /� (S'A' ZONING BUILDING PERMIT OWNER (1 TELEPIiO E� SO. FT. OCC. BUILDING VALUATION .OWNER'S MAILING AD46RESS CONT CTOR'S NAME TEj�PMONE vz cj CO TORS MAUWG ADDRESS ; /y W Ir 4J V CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 13 7 UJ --P Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDNtSIOWS NAME PAR F.L P - PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome IN Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 6 Installation ❑ Other ❑ Describe Work: MOBILEHOME UTILITIES Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home Is I GI W @20.00 PERMIT FEE S 80.00 ELECTRICAL PERMIT Fling Fee 20.00 OOV OR LE Main Service 20."OR.SSS23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful force and effect.�O License Class Lic. No. �% C7 �-/ C-/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46,00so WEE200A CCU000A NEW coNsr. DWELLING Occup. 3.5¢sFTO. ( .DDS. NEW CONST. MUALCCC. UTLET NO"eSID. c @7.50 POWER APPARATUS S SINGLE OLmtT CIR. 20 @ 1.50 EX. Occup. OUTLET OR FIXTURES BAL @ .50 Ex. Occup. OFIx sRLNs ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 86.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) dQ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. f X Date 12--1 _37 _ Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL F $/ 189.00 HAz. �. I o FEES IMP �— FL CO PARC PD HD S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By `D�Iil PER EXPIRES ON ( I/ Da e ReceiptNo. WHITE-D.D.S.-B.O. CA SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev.IW) APPLICATIONAND PERMIT A.�e>�oR� DONNO BUILDING PERMIT -ter Taa►wMe SO. FT. OCC. BUILDING VALUATION i/ln C S owMels ADORw `\ c.� TLR�IgN! 00NeTRvcn011 uicat UDOER'7 VAtuDO q ARM Fire lace Total Valuatlon i AACWrECT OR ENOtfl91 uCEl�6E NO. Firing Fee S 20.00 AACW= Oft ENOVEM'S MMUNO ADOREss Permit Fee = euLDra ADO Plan Checkin Fee S P ., Energy Plan Checking Fee S �rfqsueon,wnu�Fwle PERMIT rAr PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat Dum water ha SF O Duplex O Mobilehome O Other Water piping •Fecsv TYPE OF WORK Each as water heater or ver New O AAdditionC3Remodel ❑ Utlidee O Installation Pipingstem 1 - 5 outlejation O Other O Building sewer Describe Work: Mobile Home S G W Fling Feel 20.00 7.00 23.00 . 15.00 15.00 15.00 15.00 @20.00 / �ll�fs /g9� Ex. OCCU PERMIT FEE S U �— EX. Occup. ELECTRICAL PERMIT Filing Fee 0.00 _ - ........ _ !•_-_—_-- Main Service 800° 0R LE" 200A OR UES! d� 23.00 -- Mobile Home Facilities Main Service 2008 TO taaoA 48.00 _Z7-04 00M NEW CONST. OR ADONS. ( 01"a Aix mos. ) SCL 3.50FTT �ll�fs /g9� Ex. OCCU ounFT OR FWwTuRES 20 aAL .SO EX. Occup. O�s'1°R o. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. -Wirin _Z7-04 00M 23.00 2 A PERMIT FEE I _ RV MECHANICAL PERMIT I Filing Fee 0.00 Hood 6.50 Ventilation r PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee b "` CONST. TYPE TOTAL F#k-qCpoEES�Kz. D. FEES IMP FL000 COfW I E'S1,E This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON mr.) COUNTY OF BUTTE : DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: C/av Proposed Buil mg Use: A4 Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit pcessing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- / Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------- -------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------ - ---~ 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ . Impact fees as shown on the attached schedule. ------------------------ --------- -- --------------------- California Department of Forestry plan approval/fees. - �----- / --- 4- i--�--Z ------------------ ; ---- ❑ 11 . Flood elevation certificate. -------------------------------------------------------------==--------=---------------- Vk,L "14. Sanitation and plot plan approval Health Department -----------------------�;.--------------- --------------------- l b� ❑ 15. Ci hof Chico plumbing permit ----------------------------- 7---t----------------------------- ❑ 16: Plot plan and business license approval from the City ❑ 17. Planning approval for (A) Use: (B) ❑ 18. Contact Land Development about ❑ Improvements, ❑ 19. Encroachment Permit for driveway (construction apps ❑ 20. Pre -inspection for r-------------------------- ige,: ❑ Legal Parcel. ----------------------- to occupancy). --------------------- Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ C1 22. Workers' Compensation carrier and, policy number. ------------ ------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑).-------------------------------------- !. •. Letter of signature authorization. -------------------------------------------------------------------------------HT - 25. Recorded copy of Agricultural Acknowledgment Statement.-------------------------------------------------- 026. -------------------------------------------------❑26. Letter of intent on building use. ------------------------------------------------------- ----------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------- en you issue the 0a 't p . s as follows'❑ Mail to owner, ❑Maijto�c)ontractor. TelephonSJ [/ and hold for pickup at © —/ office. ❑ Deliver with inspector. . Applicant: / & : /2 - (2', C/ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: ate: By: 1. Index permit application for the above items numbered: Z<1 ❑ Plan Check List 2. Additional items required: 71 Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Build' Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ivision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: r — Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. =rr TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance N P �-t ►►� �. t� LaJ Z X — 7�- — l � � Owner Location AP# Plan Approved for: Sewage Disposal Water S Public Private Well Clearance for dwelling. Other-�Jl/ltl� f' /,� �( L& Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ANrKO'rty Butte County Environmental Healtl. _tyv_ 1 Date Signature 1 - _ GamX ce J tj 1 Y {L� O I J v L4 ;K i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVELLE, CA 95%5 COPY of Document Recorded 12 -Jan -2000 2000-0001401 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: Date JANAURY 12, 2000 PROPERTY OWNERS: R066 A. HARKEMA EVELYN MCCREADYAEMA State of California County of BUTTE On JANAURY 12, 2000 before me, PENNY C. ENGLAND, NOTARY PUBLIC personally appearedROGER A. HARKEMA AND EVELYN i personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m and and official Signature seal: PENNY C. ENGLAND Commission #1240914 Mfr CN1 �.._� Notsry Publiccr Butte County, California A.P. # tsyComrnis! 4on Op. DEC. 3, 2003 �� ' J4-14469 2. Order No. 1-165786 SCHEDULE C TATE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL, THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2, AS SHOWN ONTHAT CERTAIN PARCEL MAP, RECORDED IN THE OFF --!P. OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEA'.R 29, 1982, IN BOOK 92 OF MAPS, APP'PAGE(S) 5. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS HERETOFORE RESERVED TO THE GRANTOR NAMED IN T14AT CERTAIN DEED FROM BANK OF AMERICA NA'T'IONAL TRUST AND SAVINGS ASSOCIATION, A NATIONAL BANKING ASS. '?ATION, TO F. H. THOMAS AND MATTIE E. THOMAS, HIS WIFE, JOINT TENANTS, DAT ,D MAY 14, 1943, AND RECORDED'JUNE 18, 1943, IN BOOK 314, PAGE 152, tk OFFICIAL RECORDS, TOGETHER WITH ALL THE RIGHTS AND PRIVILEGES OF THE GRANTOR IN SAID DEED SET FORTH WITH RESPECT TO SAID OIL, GAS AND OTHER HYDROCARBONS AND MINERALS. SAID OIL, GAS AND OTHER HYDROCARBONS AND MINERALS WERE QUITCLAIMED TO A DEPTH OF 500 FEET BY QUITCLAIM DEED RECORDED JANUARY 11, 1979, IN BOOK 2361, PAGE 413, OFFICIAL RECORDS. AP NO. 028-270-178. PARCEL B: A NON-EXCLUSIVE PUBLIC EASEMENT FOR INC7ESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THE SOUTHERLY PORTION OF 'PARCELS 1 AND 3 OVER RIBBON COURT A14D OVER WEEDY WAY, AS SHOWN ON THAT CERTAIN PArr.EL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, :LATE OF CALIFORNIA, ON DECEMBER 29, 1982, IN BOOK 92 OF MAPS, AT PAGE(S) 5. ARCEL C: A 60 FOOT NON-EXCLUSIVE ROAD AND PUDLIC UTILITIES EASEMENT LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT A POINT ON THE CENTERLINE OF BAI4GOR PARK ROAD FROM WHICH THE NOR'iH QUARTER CORNER OF SECTION 31, TOWNSHIP 18 NOrTH, RANGk? 5 EAST, M.D.B. & M., BEARS NORTH 37 DEG. 18' 50" EAST, 1169.08 FEET; THENCE SOUTH 32 DEG. 40' 02" E:•.S'P, 36.78 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 200 FEET. A CENTRAL ANGLE OF 371LEG. 25' 59", AND AN ARC LENGTH OF 130.67 FEE'P; THENCE SOUTH 04 DEG. 45' 57" WEST, 790.43 FEET; THENCE ALONG A CURVE TO TIE LEFT PAVING A RADIUS OF 1500 FEET, A CENTRAL ANGLE OF 03 DEG. 55' 24", AND AN AP.0 LENGTH OF 102.71 FEE'P; THENCE SOUTH 00 DEG. 50' 33" NEST, 548.62 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 600 F•Er:'I', A CENTRAL ANGLE OF f,?. DEG. 46' 27", AND AN ARC LENGTH OF 657.37 FEET; THENCE SOUTH 63 DEG. 37' 00" WEST, 2196.30 FEE'r; THENCE ALONG A CURVE TO THE RIGHT RAVING A RADIUS OF 400 FEET, A CENTRAL ANGLE OF 34 DEG. 23' Ou" (Continued) 94-14469 j Order No. 1-165786 AND AN ARC LENGTH OF 240.04 FEET; THENCS, NON -TANGENT TO THE PRECEDING CURVE SOUTH 30 DEG. 09' 26" EAST, ALONG TIME LINE BETWEEN PARCELS A AND B.PER WAIVER OF PARCEL MAP OF ASSESSOR'S PARCEL NUMBERS 27-23-47 A14D 28-17-150, APPROVED FOR LOUIS M. DUNCAN APRIL, 17, 1978, A DISTANCE OF 1323.90 FEET. EXCEPTING THEREFROM T14AT PORTION LYING WITHIN PARCEL 1 AS SHOWN ON THE MAP REFERRED TO HEREIN. END OF DOCUMENT A v 3 e of J I 1 ALL STRUCTURES AND EQUIPMFENT' INCLUDING OVERHANGS SHALL BE CLEAR OF ALLI:}ASEMENTS. A SET BACK OF A FT. FRO ' THP SIDE AND �0 FT. FROM THE REAR I RTT► LINES AND FT. FROM THE ROAD CENTIrRLIIdE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. EAVE OVERHANG. r i-0. As- /27- Ave%0-/'7� 7 REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY j ❑ approved as submitted A[�f approved with conditions I per attac ed sheet. t Signature 4 Date CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections -will be made by the Butte County -Building. Department for - compliance. 3 [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-artenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing' sedans and fire apparatus weighing up to 40,000 pounds. [jG 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100' feet radius; 2 feet to those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a. minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of - 3- , AP,# PERMIT # NAME [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400,feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. F) 2. The gates must be located at least 30 feet from the roadway and shall open to allow.a vehicle to stop without obstructing traffic on that roadway. [ ) 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shallprovide for the same practical effect. See Other Requirements below. [�) 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction ,r f'_:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # N Other Recruirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is mess Than 15 Feet - Choose. any . 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed lot -of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte'County Fire Department approved materials Date Signature Page 3 of 3 .; �1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's 4. Is the site currently under permit? Yes[ ] NoM Permit No. 5. Is the site an existing site? Yes[ ] NOIA (If yes, furnish two plot plans). 6. What is the electrical rating of the. mobilehome? AN7 Amperes. 7. What is the mobilehome site circuit breaker rating? AV Amperes. S. What is the electrical rating of the mobilehome site? J- I GV Amperes. N 9. Is the main service remote from the mobilehome site? Yes[ ] No(x] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- Amperes - b) The main service: Load- v"; Amperes - 11. Type of gas service at mobilehome site: Natural[ ] PropaneX] None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? 4�1 14. What is the mobilehome gas demand?&B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 ,,k7(2' Awc/ �lw �s (,eZ , ( ) q �,g 1317 �4 44 Mobilehome Manufacturer: ./— J/-,/) 62f POY q1 � re Year: If other than single wide, furnish Setup Model Number: Width:�_(ft.) Length:!E (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 block] Other. r Provide Tie Down. Specifications for all Mobilehomes: & &,s &0 Pier Footings Sizes and Location sEqGU WIDE MULTI --WIDE Line 1 P 1 Line 2 Line 2 ................................................................................................ . .................... Main Beams Line2 ................................................................ 2 Line 1 Lice 3 Line 2 ................................................................................................ Main Beams ...........................:.................................................................... Line 2 Line 1 Tag or Triple Line 1 Piers: I4 - Size minimum: r 1 x Spacing maximum: ` From ends -maximum: ` Line 2 Piers: Size minimum: 1 - x Spacing maximum: p ` From ends -maximum ` 0 Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): May 1995 e4 1 Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: I` Line 4 Piers: Size minimum: x ]. Spacing maximum: ` From ends -maximum ` "0 Cc 0/Ch e', � GnCQ y � X 30 t,*\L2eV ett Ch &,,ro 8,4 1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] No[ ] Permit No. v 5. Is the site an existing site? Yes[ j No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? Amperes. 7. What is the mobilehome site circuit breaker rating? Amperes. 8. What is the electrical rating of the mobilehome site? Amperes..,._, 9. -Is the main service remote from the mobilehome site? Yes[ J No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: , Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[ ] None[ ] 12. Size of gas pipe at the mobilehome . site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 Permit Clearance Environmental Health Issues: l Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed 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: 4RMap Date of Recording: Lot: Block: Book: 2 Page: Conditions That Must be Met Prior to Issuance of Permit: �S AC ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other General Comments: %lift BVI L�W C,6 O+ L ..w I Perm&'C/earance ❑ APPROVED M CONDITIONALLY APPROVED Genera/Information Owners Name: ��ej�n Q(1 X12 Same as Computer Information: []No Yes Address: ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL " Permit #,<) Wp . FN li. s Pate: 116 'I7 _O.. AP# A? -,76—/ /0 / / r Bmgertylnformat/on Zone District: A-5 Date of Zoning Ordinance: o �% General Plan: A Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement OR No ❑ Yes, check. use Minimum Acreage: Nitrate Action Plan. No ❑ Yes Violation Area No ❑ Yes Specific Plan INNo ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone Ej No ❑ Yes, check use Floodplain ®No ❑Yes Zone: Panel Number: 1 I7�;7 L Watershed Protection Zone N No ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel jj Other Gy 2l Proposed Use Complies With: ® General Plan ® Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ' Zoning Code Street & Hi hwa s Fire Prevention Subdivision Ma Front �SD YL Side — IS J Side street 50 Rear V Height 7 [1 �:�.. State of California - CONTRACTORS STATE LICENSE BOARD AffWn ACTIVE LICENSE Lim ,Ih�Ey4f..ii Entity INDIV rLF'°Mb$ILE HOME SERVICE r 5 'b i Clasi6t�r(sl04 1 * .41'/3'.Q/2 01 r Contractors Lic. #479504 RED BLUFF MOBILE HOME SERVICE, INC. Take Down • Set Up • Service PARTS & SUPPLIES • PILOT CARS TRANSPORTING STORAGE LOT (916) 52-4980 22770 Antelope Blvd. 2444OURS Red Bluff, CA 96080 04115 1c, —� o 7�1:> o ao�c�/co��rtau�e. 2 D D "0 1 1? L�� les 5s ho -hQc k ' r4 L:028-270-17899-2814 EMA, ROGER& EVELYN WEEDY WAY, BANGOR : RE BL F MH SERVICE Nun COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 r TQRMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-27-.0-178 ZONING q r 7 BUILDING PERMIT OWNER ROGER TELEPHONE SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME - R B TELEPHONE �p 529-4085 CONTRACTORS MAILING ADDRESS 227711 ANTRIM HL", RED RLU" 96M CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Flln Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS \ Plan Checking Fee $ 23/0(Y BUILDING ADDRESS Energy Plan Checking Fee $ s PERMIT FEE S �' "W") LOT No. SUBDIVISIONS NAME I PARCEL MAP1 40 _ PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome qC Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK y New [3 Addition ❑ Remodel ❑ Utilities 0 Installation IF Other 13 DescribetiWork: �I/'/7 /-q 1���1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class i % / LIC. NO. 4.1 ' ^ 1 1 '. 1 OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. EI I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier S Vi - 'r r _-, 'a Policy Number t . --I r•'+ -)=i 1-; - Lr 4 //,//c (The above sections need not be completed 0 the permit is foi work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' ,. compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X-�- Date j ,l I 1 l Signature of Applicant - ❑ Owner ❑ Contractor 0 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. CU ELSO OR ADDNS. ( & ACC. BLDS. 3.50FT. NON -Rale, T. MULTI.OUTLET @7.50 a POWERSINLE our. CIR. APPARATUS G a. Occup.OUTLET OR FD(TUREs BAL @ I.000 Ex. Occup. .FrxEEDA RLNs DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ 100,00 Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE HAz D. FEES itMP 1 FLOOD &.-, CDF ,PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON 1 Date ReceiptNo. 280678 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION (/ 71 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541��� MIT NO. (Rev. 12/96) `° APPLICATION AND HERMIT /M ASSESSOR PARCEL NUMBER 028-27-0-178 ZONING l' �i BUILDING PERMIT 1 OWNER ROGER AND EVELYN HARKEMA TELEPHONE 533-2992 SO. FT. OCC. BUILDING VALUATION .OWN S MAILING ADDRESS OW01 NAME CP RED BLUFF MH SER TELEPHONE TELEPHONE 529-4085 CONTRACTORS MAILING ADDRESS 2277n ANTELopE BLVD, RED BLUFF 96080 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2300 BUILDINGADDRESS 117 WEEDY WAY, 'BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ 00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome a( Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: MHI/7%-o��� Gas piping system 1 - 5 outlets 15.00 Building sewer �, 15.00 Mobile Home IS I GI @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �^�� L� License Class C ' L(0 Lic. No. �1 J V OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OW OCCUP. OR ADDNS. ( a ELLACC. S. SO 3.5¢F. NO"�..ESIDT' MULTI -OUTLET @7.50 POWER APPARATUS i SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FIXTURES 20 @ 100 .50 �L @ Ex. Occup. ouT rs PPM.) EMED 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 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. QQ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' cqmpp,eensation in urance carrier and policy number are: Carrier yP, W 17LK Policy Number o> lJ t�%ca1 / 7U0 (The above sections need not be completed if the permit is fcV work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rrrkers' compensation provisions of section 3700 of the Labor Code, I shallnod -with Co ly with those provisions. X Date .� '� Sig t re of Applicant - ❑ Owner ❑ Contractor 51 -Agent An S A permit is required for excavations over 5'0" deep and demolition or construction of s? ctures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T03AL FEE $ HAZ. D. FEES P ' FLOOD ✓ CDF EL Pp HD ISSUE - This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PER EXPIRES ON the applicable provisions Resolutions to do work been paid. to (/-V(/o� gfe Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE R GOLDENROD -APPLICANT i_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7,.County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev.12/96) ` APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT ow R //'' o _- -/AiKe TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERMAIUNG ADDRESS CONI CTOR'S NAM e-61 04A)4C TELEPHHONE p CONTRACTORS MAIUNG ADD SS CONSTRUCTION LENDER FFi,,plc, LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCMTTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ , &-to BUILDING ADDRESS Z3 2 Energy Plan Checking Fee $ Gc �v, ic L9 PERMIT FEE S, o -O LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Firing' Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome "her SPECFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ulilities ❑ Installation 8 Other ❑ Describe Work: hi—l�iov,� ,ijQ� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect Liense Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) tify ❑ 1 certhat in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO t000A 46.00 NEW CONST. DWE111NG OCCUP. SO OR ADDNS. ( 6 Ar, .0CC 3.5¢x: TN,OONN-RESD. MULTI -OUTLET 97,50 �PSOINW R APPARATUS E OUTLET 20 1.00 Ex. Occup. OUTLET OR FIXTURES aAL .50 APPLNS Ex. Occup. 0.FIXEDR61D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ 105, e -o Energy Inspection Fee $ occ CONST. TYPE TOTAL FEES 1q.3, o -c, MAZ. L. FEES IMP I FLOOD I CDF I PARCEL PO MD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Delo Receipt No. ego (o'1 a WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: I4oaii >L r4y / iia x- ASSESSOR PARCEL NUMBER: •�' % Proposed Bui g Use: _� � Building Inspector: �/j , Date: 9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: \ Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- iatement of Intent for Non -Heated and A/C Buildings. --- - ---------------------------------------- azardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 1sof $ ------------------------------------------------------------------------------------- aea s as shown on the attached schedule. ---------------------------------------------------------------- California Department of Forestry plan approval/fees. - ----1 - -15- F-__ ;�--1,21-17 1_ ❑ 13. Flood elevation certificate. --------------------7------------------------------------------------------------------- Sanitation and plot plan approval Health Department.===------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------ ------------------------------- El 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---. 020. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑24. Letter of signature authorization. -------------------------------------------- V5. Recorded copy of Agricultural Acknowledgment Statement.-------------- 026etter of intent on building use. ----------------------------------------------. f 77. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑ 3 0. Other: Wh you issue the permit; process as follows ❑ Mail to owner, ❑ il'to contractor. 1 Tele hone :3� � r P and hold for pickup at /Cp A off S'A?_ yo 0o5 Amseo ssj(RSmqsvq 7 rU,p Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Departmgi tja Other: (Date) ❑ Deliver with tor. Date. Date: By: _ Date: By: 1. Index permit application for the above items numbered:---- ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 1o?. -0'2 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vallum 1'-- - T)._-+__+ o__.:--- n --_u_- - --- _ -- % ,r;f lr''"t•�, 'Fhv; �rtir.. ;'-.Z rY`;j.t��"1,.rsy,. _--`�''',Af��'41 .,�.Y �T4 t� ,�S •y.YY r' t - y,4 `�ry' . '•.y,+'"" 'r�Y.i' •"• ,_ .,� COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER Rya w,- Q IU r✓ a l e a PROPOSED BUILDING USE 1. BUILDING PERMIT FEES __:,Balance Due ................ $ -- Additional Fees Due . . .......... $ r. -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES aid at District Office) 1 SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 Units ; Commercial (sq.ft.)... x $0.03 $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x :. _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during,,the plan checking process. APPLICANT ,, 'DATE Pursuant to Gov Ut 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,190 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA195965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 1?V'e Y }° A. P; # 2 % "" 1'7 F PROPOSED BUILDING USE /yl �� DATE % 2, 9 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT. FEES _ (paid at District Office) �� O 3. SHERIFF FEES (paid at Building Division) ° Residential ........ x $360.00 = $ 3L,0, 6-v Units , Commercial (sq.ft.).. -. x $0.03 = $ • Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK e, J $89.00 (paid at Building Division) .79 l� 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees,ar& required.to,be/paid prior. to issuance of the.dbuilding permit. These fees may be changed dur'ng)the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have/90 days from the date of approval of the project or from the imposition of the above. mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original-Building Div. 2nd Copy ApplicanV' 3i&Copy Own$C i` (Re'v. 2/97) �. G5Z-boZ BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District�� j//G��j(//,0A1 ///C, /7/ :�� Building Department No. A.P. Number - ;1 -�7�j Jurisdiction: City County Property OwnerQ� Property LocationiAddress 11.51;7 W Cj!57�,/ %v (I _A19 -A11 -'_',_6W /W g 5- / L}' Subdivision Lot No. Residential Development .................................................................................................................. Sq. Footage 00 N�fLiving Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) BuilDepartmep Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 0 O O L7-� �rl ( School District certifies that 13`7 (,t h &&,u- I )n-1-4 (Street Address) (City) has complied with the requirements of Resolution No. representing 'y iy square feet. School District Representative G Paid by Check # Remarks: �Az 33 -9;)- (Phone Number) (State) n/ (Zip Code) by payment of $2 77 p4 ^4• AB 2926 $ FULL MITIGATIG $ _01131160 Date -•Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified 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 additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 0 AND VAffEN RECORDED MAIL TO: TsYJTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII III III � III' I IIII I IIII III IN 11 2000-0001401 Recorded Official Records CountyBUTTE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:41PM 12 -Jan -2000 REC FEE 13.00 CONFORM .00 COPIES 2.50 Myles Page i of 3 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: .S- ee 1,071�CllZ1-2 Date JANAURY 12, 2000 PROPERTY OWNERS: R0'66. A. HARKEHA EVELYN MCCREADY RKEM State of California County of BUTTE On JANAURY 12, 2000 before me, - - - - -` --'-- - - PENNY C. ENGLAND, NOTARY PUBLIC personally appearedROGER A. HARKEYiiA AND EVELYN personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS m and and official se A n n n n •` �` r, signature seal. < PENNY C. ENGLAND Commission #1240914 Mfr CPS Notary Public Butte County, California'- A.P. # i�2'� — �-%(� �� YCommis�ion fxp. DEC. 3, 2003 94-14469 �I Order No. 1-165786 SCHEDULE C TIIE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALI, THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFF --!P OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECE� ' .R 29, 1982, IN BOOK 92 OF MAPS,.AT PAGE(S) 5. EXCEPTING THEREFROM ALL OIL, GAS AND OTHER HYDROCARBONS AND MINERALS HERETOFORE RESERVED TO THE GRANTOR NAMED ZN THAT CERTAIN DEED FROM BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, A NATIONAL BANKING ASS."IATION, TO F. H. THOMAS AND MATTIE E. THOMAS, HIS WIFE, JOINT TENANTS, DAI..D MAY 14, 1943, AND RECORDED JUNE 18, 19.93, IN BOOK 314, PAGE 152, OFFICIAL RECORDS, TOGETHER WITH ALL THE RIGHTS AND PRIVILEGES OF THE GRANTOR IN SAID DEED SET FORTH WITH RESPECT TO SAID OIL, GAS AND OTHER HYDROCARBONS AND MINERALS. SAID OIL, GAS AND OTHER HYDROCARBONS AND MINERALS WERE QUITCLAIMF_D TO A DEPTH OF 500 FEET BY QUITCLAIM DEED RECORDED JANUARY 11, 1979, IN BOOK 2361, PAGE 413, OFFICIAL RECORDS. AP NO. 028-270-178 PARCEL B: ti. A NON-EXCLUSIVE PUBLIC EASEMENT FOR INC^.ESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THE SOUTHERLY PORTION OF PARCELS 1 AND 3 OVER RIBBON COURT A14D OVER WEEDY WAY, AS SHOWN ON THAT CERTAIN PAC^EL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, :FATE OF CALIFORNIA, ON DECEMBER 29, 1982, IN BOOK 92 OF MAPS, AT PAGE(S) 5. :'ARCEL C: A 60 FOOT NON-EXCLUSIVE ROAD AND ?'LT=C UTILITIES EASEMENT LYING 30 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT A POINT ON THE CENTERLINE OF BA14GOR PARK ROAD FROM WHICH THE NORTH QUARTER CORNER OF SECTION 31, TOWNSHIP 18 NO!'TH, RANG17. 5 EAST, M.D.B. & M., DEARS NORTH 37 DEG. 18' 50" EAST, 1169.08 FEET; THENCE. SOUTH 32. DEG. 40' 02" E. -,.ST, 36.78 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS' OF 200 FEET. A CENTRAL ANGLE OF 37 DEG. 25' 59", AND AN ARC LENGTH OF 130.67 FEET; THENCE SOUTH 04 DEG. 45' 57" WEST, 790.43 FEET; THENCE ALONG A CURVE TO TI:L LEFT HAVING A RADIUS OF 1500 FEET, A CENTRAL ANGLE OF 03 DEG. 55' 24", AND AN ARC LENGTH OF 102.71 FEET; THENCE SOUTH 00 DEG. 50' 33" WEST, 548.62. FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 600 Ff"E.T, A C[:N'!'RAL ANGLE OF 6?. nrr. 46' 27", AND AN ARC LENGTH OF 657.37 FEET; THENCE SOUTH 63 DFG. 37' 00" WEST, 2196.30 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 400 FEET, A CENTRAL ANGLE OF 34 DEG. 23' 0u" Cont i.nuc.d ) a 94 14469 Order No. 1-165*786 AND AN ARC LENGTH OF 240.04 FEET; THENCE NON -TANGENT TO THE PRECEDING CURVE SOUTH 30 DEG. 09' 26" EAST, ALONG THE LINE BETWEEN. PARCELS A AND B PER WAIVER OF PARCEL MAP OF ASSESSOR'S PARCEL NUMBERS 27-23-47 AND 28-17-150, APPROVED FOR LOUIS M. DUNCAN APRIL 17, 1978, A DISTANCE OF 1323.90 FEET. t EXCEPTING THEREFROM THAT PORTION LYING WITHIN PARCEL JAS SHOWN ON THE MAP REFERRED TO IIEREIN. END OF DOCUMENT OWNER PERMIT # MH UTIL. CLEARANCE DATE INSPECTOR --/ ELECTRIC GAS SUPPORT STRUCTURE COMPACTION . TEST REQ. SERVICE OTHER PIPE ,' YES NO YES NO SIZE LOAD TYPE SIZE LENGTH ?� 3 � All / REVy81 by , Goal { I I I I R1 I F R'NCE: CALIFORNIA CODE OF RW' uLA17oNS, TI !`I1s as AND U 19.C. 19941;1:1I7'loN. 07-06-4 � i ly ( I. DMSION LOADS: LI I I I I. I LIVE I.{3 � VERTICAL LIVE i,A`I'ERAI, LIVE I>f3..A1D SEISMIC ` G 11a oOlCii 4 ROOF i LtX1R WIND SURE ZONE �! . 30 vd 40 mf 70 n s _ a ISMaC ZONE AS TkE D3SaON LOADS SHALL BE CONSISTENT WITH R F UVE LOAD, WIND IOAD, AND SE NT BUiLDINCWiFCXiScLOCAL AREA. FOR pEtMA1ETTIItA S 3 AILpO0TIIdGS ARE TO BE SUPPORTED BY FIMUNSATa;taATLD, iTN13IST aJRIiSsD CCTIIESIVE SOIL OR ASPaIAL'l'. T u iYx7I`IAit}S ACiI 1.l"AGNED FOR IOW BF TOTAL LOAD SM)PRESSURL' A tLII4�.I_ # {X) i A i'I 3I1i WI'T'H Li C:AI. ° SOIL CGNiDfrIONS: 4. STRUCTURAL STi:E1.; (' u. SHALL, CONFORM TO ASTM A36 Fy = 16 KSI IMINIMUM L L.i { t b. SHALLFABRICAITW ACCORDING TO AIl3C SPECIFICATIONS, ISE � HlSHALL BE WELI3ED ACC`ORJDING TO AWS SIPECII:ICATIONS: r i ELECTRODE8: E70 l I I ( ( fi ASTM A36 :• u. PLATES;� ... ANCHOR DOLTS: ASTM A307. ` SAF: C3R5uE's:iTM A4�#9-AS"TM A323�3 iv. II+OLTS: THREADED ROD:COLD DRAWN LOW CAikWri WELDABIE jy d ALL N1E"a'AL CO) iTK7Ni 'NIS INCLUDING NAH,S � SCREWS KV, A TO II1 PRO'I'k;C'T'aVa; CAA7`EI) PIE PIER SUPPORT AS$L'MBI..IIsS SaIAI..L BECOATEDiT1i � i WILLIAMS E61-RC2 OR APPROVED t_l. I i LI L L J V. EQUIVALENT. I I I I fi b.. TIIE C.P. ANCHOR PIER SIiAI I, BE LIS"TRD AIiI7 LAIIELED BY CERTIriED'T.r: STIN�t AND CONSUa TIN{I SERVICES (CTG)FOR TH6 FOLLOWING LOADS: MAXI VERTICAL: a, LATERAL: 2"7Itxo. ( I { I3. JB1c 1i +t V 11 e 7.. i THIS si1PPORT SYSTEM IS FOR PLACING MANUFACT URB BUILDINGS CY?I'1J`iR13C T`ED WITH LONGITUDINAL Z _ 3/9 x 1 HL'ILT5 ,iat IIiJI3f1 >I COACH Qat CROSS Jowls. S. as BRIE s. I v sit „ FIELD DRILL HQLES , R I ®a C�PTZ�lPI IIS PORT SxS7I M PLAN LS a SLCINFD TO ISE GONSTR UC`TED ON A FAIRLY LEVI L SITE WI`!Ti NO EXiSTINO s� .I�. at1CIIt7Ii a r 9 ( i J 4 #1�4 TEX STS GCIACF� C a. TIiL4SSIP 7 diiJ iRiG:iI R { gy I SOIL PROBI.Ems, IF ! T`I ' OCCURS DUE T'O POOR I,OIi , i1Ek i3C8I k 9, OUxi bGa IAS 9, SUPPORT SYS7I:M FOR CHASSIS aIIZAM SUPkOORTS SHAI.i:. HE LC�AI a AND QR J BEAM SIZd�D FOR Tim LOAD AS SHOWN �t I'� V I I i I a:° • x �� aN TIaL+ MojMLE HOME INSTALLATION INktrktClt I"IC3NS. � � � � 1/42 ri4 oP ar FII { r' PLATE,-.' _ HALL BE HOMES SFACTURETIAL SET"rMENT (D.S.�AN CC$, MANCANGL; " WIDE, IN AREAS WHERE aFERENTHE USE OF TIkR= Lx ALFFGr READJUSTED WHEN D,S. P£MD1/4', WIL.L A)VEcaaa 8Al ��'� ' CWaNI 14 OR 16— : itl3Cilvifk:. NIANUF A G'TtJ1tE . F� SINGLE WIDE MOBILE COACHBOLTS PIER ���,+ R�'�' .5� sw �3a le. Iss 10' DOUBLE WIDE MOBILE COAG " FOR TRIPLE WIDE COACHES, USE G C.P. ANCHORS AND FOL,IAYJ4Al PLACEMENT PATTERN AS SHOWNON L� as1: 1 10 TIE CORRESPONDING I3OUBLL3 W3DE MOI:,Ia.k. COACH. �t .. ASD 1 I I n FOR ANY COACH SIZE OTHER THAN AS SHOWN ON T'kII',S PIAN it REFERENCED ABOVE, d'IIE PIER ANr� P � I I xOiJ r SiiALI REVi WED AND APPROV1 D BY DONA.1-1) Zvi. TRARP air /;iSSt3CC:KT . : LE TYPICAL AM UNLESS VEDo RaD{ Ii a� F 3 AL'PRO $Y 77iARP It ASSOC.,ABSOC. FLOOR 3iI'ICIIfI' NdYr a C7 EXCEED I`EE'T OR SIN{}l LEAND I�j I i I CONNECTION Not �� �at� �u WiDEI`OI�GOAC;LaEe LU j� tt j } .8 : ' I.: SPAGINO SHOWN ON THIS PLAN ARE FOR COACHES VI/aTII 10 IN AND I2 INCH BEAMS OR S INt;li PACU i W .. --I-} , ..I I : . •:: ..: CORRUGATED BEAMS. � `•-._.�' ` I I.r L_Tju 2.:.. ANY S iNCIi BEAM L9 NOT TO CANTILEVER IIAOR$ THAYd 0 F E'1' l)N EACH END OF UNIT AND SPACING OF C.P. G R `i°Xb'X1/4° ANCHOR P1ERJ CAN NOT EXCEED 16.0 FEET. H I I i I END o i1NI r AND i3PACING C)F.P:Coll { { 3 ANY b 1NCIi BEAM IS NOT TO CANT'Lii £ VI R MORE THAN:5.0 IST Oi�I EACH 4 3 ANCHOR PIERS CAN NOT FJCCEED 14.0 T, s�] I I I STs ♦D STEEL PIPE " VWA)LE 40) AW lr OR W LENGTH _ SA ECI TC:,�ci�� c rltlty� rav3l i�y 1 6 aC H �--F- ° I iP t (y { T ALL :kp,,i U� 1 e y4` s1gt 4ut;inyiZ0 Of )pj f(jV0 41 i v,r,; y L.i . r { lily r l'wl du�uut,�:� irLiri �aaaremu,iks ct elt�l;c bi,: vk:tr i3s ao Moau ,:: a ru�uNaborcti I 4 ;,tate GI i af:iatyia i 1 r/>t}i,actnty�I o nr.vi•i'y ,Jt,�,.U. i ' 1tzYStt Ni: 7iH�lLA,11,ia:. 24`" }+Vi �t y L i J (--a�rrnat rrr: - 150.;� (14 rt r �/4° tt[aA�w 4 EACH % Cy xrJ i00 Iii}&ldt�(Gbdf Ea}�t I_ { _ W1EN cr�i�IracNx iiEQtlasl€. I I C I". a ISR I PK—DRILL 9.10 19 WITH A ICY' A"44T �#-t ( 1.' ara+ 11� FOR TO All OU1140WIAL.1 s� I I I I Ino V" ixxN � G.P.'ANCiIOR P ° � � All, HO PIER TO AN OUT°WGUAR a� 1 SCALE 1 1 10'� PATENT PENDING x Dote �5-14-98 au l I ! n s o Ital _L Uwe COACH— tl', ', �, flit ` �,�•� .. As Shown 1'. 14', OR 16'--- "> u C.P. ANCHOR PIER AND PLYWOOD STAN%.3:RD PIER .. �'',tfN1 PLAi Ymw .. .:`. PAD, Y i, ..COACH DOUBLE WIDE OBIIZ COACH � - :',.. �,:.4/NEN COACH il,�s iIUTRIGGERS/9. •:::' SISGLE `i111, iV1V�l�,l�i Scale, 1 10°YOH HOES THAN MUST DE ADJACENT TO OUTjob 95-36 ' Shoot _ RENEWALOF ST 1 NPACIN a MOIL S V E R � 11ILDtI IWB tilt, rt° iCaii"� MIS , Y ot$ SPAMO OF WAMM PM AND PAD G OF P AND TO NOT TO SCALE To ax i t` yr�pi' 0 1 -—am upp-mg-p- AM An fix U.B.C1 AND T101 .. Y