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0087 DEACON COURT - Health
87 Deacon Court Barnstable t; A= 300--033 - 002 I �l - K*Jwuv.�..e1m� s 300 -6 3 3--W F Commonwealth of Massachusetts " _ Title fflociA°l f p kO:ect on: POrn Subsurtade Sewage DisposaLSystem Form m,Not for Volunta Assessments ' rY. 87 DacoCt. Poe Y t 77p r Diahann Cord' iro Owner Owner's Name information is, ' r required for Barnstable,Barnstable, MA 02630:; „12/1'2/2017• t f- page City/Town State; Zip Code"' Date:of;aospection F Irispection results must be submitted od`this form Inspection.,fornis-may not be altered in;any i way:.Please see completeness'checkhst at_the:end.of the form. +. important:When filling out forms A. General thforrhation Y � �a q on the computer; q use`only the=tab 1.- Inspector's key"to move your r cursor=:do not - use.the return Paul Martin: T r - Name:of Inspector a Cape Cod Septic Services! y,� Company Name" , Com an Addr 350"Main St i. - p. Y. ess - F r W.Yarmouth ,. _. MAI 73, to Cit JTown l Y State s.. Zip Gode 508-775-2825 ` < Telephone NumbeF Ciaehse,Number a i B.. Certification t,certify that 1 have personally inspected the sewage'dlsposal system at this address and:fhat the 4 information reported below is true, accurate and complete as of the'fiitte ofthe inspection The inspection was performed:based on my training and expenence'Irnthe unction and r►aintenance ofon site 1 sewage disposal`systems. I am a DEP approved,system inspector pursuant to:Section,- 5 340 of 1, 'Title 5(310 CMR 15.0001). The ystem: ' ® Passes: ❑ Condition as ails r x ❑ ;F t M. Needs Further-Evaluation by'he Local Appr-6 ing:Auth- i • } s 12%15/Z017 .. Inspector's Signature Date The.?system1nspect6r shall submit`a copy,of thislhspection report to the,Approving Authority(Board: of Health,_orbD P)within 30 days of completing-this inspection: l,fthe system is a shared system or. "has a design, ow of 10,000 gpd or greater, the:inspector and the system owner sha{I,submit°the' f report to theappropriate re'giona(.office of'the DEP;The original' hould be sent to the'system owner and.copies-sent to the buyer, if applicable;.and ahe approving authority.:' his report only describes conaitions:at the time ofanspection and under'the condtttpnsaof use at that ttme,This inspection does not address;how the system will perform in�the future under the same or different conditions`of use: iSn& 3113; TIIle:50 cia1lnspectonForm:,Su¢surface,SeJiOge,Diaposal3yatem',Page1.ofi:7 a t' Gommanwealth of Massachusetts , _r Title 5 Official 'Inspectin F:O'rm Subsurface;Sewage:Dispbsat System Form Not=for Voluntary Assessments a 87'0eac6n Ct. Property Address t Diahann Cordeiro Owner ' Owner's Name Information,is` , .. Barnstable MA 02630' 12/12/201.7 required for every _._ sr page, City/Town Stafer- ip_C.ode Date01nspection" g' B. Certification (cone:) 3 InspectionSurririmary! Cheek A,B;C.,D,or E/always complete all of Section Q.` F r A) System Passes.• * ®" ! haye`not found any,information which indicates that any ofthe failure"criteria de scnbed in"310 CMR 15.303 or'in 31"0 CMR'1;5 304 exist: Any failure;cnterla not'evaluated are: l cated below. ' t Comments,,, System in worki'' condition. i i gq - 4i. B) System Canditionally Passes: One"ormore system.compone'nts'as described rn the,�Conditional�P.4iss"section need;to°be replaced or repaired The system, upon completion;Fof the replacetr ent`or repair; as approved by, the Board of Health will pass:; ,_. l Check,the,box,for"-Yes" no, or"not determined '(Y, N;ND)for the following statements If"riot, r determined," please"I Op'la in., i The septic fank`is metal and oyer',20 years old"ot.the septic tank(whethermetal"or not) is structurally .unsound, exhibits substantial in>alltreition orezfiltration or tank'failure is immnerit "System will pass i inspection if"the 0 isting`tar k is replaced'with a cornpiying sept c.tank,as approved by-the.B oar d"of l Health. y *A:metal septic tank will pass"inspectipn if it is st"ructu�ally,sound, not leaking and if a Certificate"of ;Compliance"indicating that'theA6n'k is less`,than 20 years old is available w ` El "Y [J .N ❑ `ND`(Explain below) �r _ j, t5ins•3f13 Title 5 0ffelal,6spec6n Fern Subsurfacesewage Disposal System;i Paga k - C`ammonwealth_ofMass,achu;setts Title 5 Official impaction F®rrn Subsurface Sewage Dasposal System Form Notfior Voluntary Assessment's ; 87'Deacon"Ct. Property Address' Diahann Cordeiro Owner Owner's Name information is required for every Barnstable _ MA 02630 12/12'12017 page:: Cltyll own State' Zip Code; Date"of Inspactior B. Certification (cont..). ❑ Pump Chamberpumps/alarms3 not operational` System will:pass with Board of Health approvai if pumps/alarms are repaired. im B) -System''Corlditionaily`Passes(coat.):: ❑ Observation of sewage,backup or;break out or high Static water Level in the distribution box due to broken-or obstructed pipe(sj or tlue'to a broken, settled or uneven distribution box: SystemFwill pass inspection if(with approval of,B.oard of Health)' brokef pipe(§j are rep aced ❑ Y ® N ❑ ND(Explain below): obstruction is,removed, ❑' Y ❑, N ❑ ND`(Explaln`belaw); f ❑ distribution bb'is leveled orreplaced ❑``RY ❑ N ❑ ND,(Explam'below),: r ❑.The system required pumping more than 4 times a year due to broken orobstructed pipe(s).T.he ! E system will pass.inspection if(with approval,of the 64ard of Health) broken pipes)are re"placed ❑ .Y ❑ N, ❑ NDK(Explaipnbelow)' kF obstructioni removed ❑ Y ❑ NNP:(Explairi.'belowj;;; i a C)' Further EMIL'i ion is,Requ red.:by the.Boa.rd of Health " ❑ Conditions exist"whici require further,evaluatiop b'ytheeBoard of"Health:inA order to'determine.if the system is failing to protect public health; safety.or the environment:- 1 Systern will pass.unless RdA .0.Of Health determines in accordance with 310,CMR " 1,5 303 1, b that the s stein��is�not functlbnin iwa manner which will'Prote,ct public health,: l (..)(...), Y g ,. safety.and tie-env. eonment:" El Cesspool or privy is with in 50 feet of a surface water' ❑` Cesspool or privy is within 50 feet of a bordering vegetated wetland or a, alt marsh _ I l5iris 3/19= TiUe'S Offual Inspection Form Subsurface$owe®e Disposal Sysiem r;Paga 3 of 17_ d CommonvvealWof Massachusetts __- Title �5' 'Off �cial In�� ection F.,o- - p . Subsurface.Sewage Disposal System_Form Not for Voluntary Assessnen#s 87,Deacon Ct. ; Property Address a Diahann.:Cordeiro; Owner Owner swine- inforrnation."is, Barnstable required for every MA , 02630 F 12/12/2017 Cit page. ylTown l aep wf',fnspection B.-Certification (cunt:) _ ` 2. System will fail uniess the Board of Health(and Public,Water`.Supplier; if'any) ' determines that the system is functioning iri a manner thataprotects the,public healthj. , safety and environment:{ n. ( The system has.a..septic tank"and soil absorption system"(SAS) and th'e SAS:is,within I OU feetof a surface water supply or-tnbutary to a surface water supplys i ❑ The system has a septic'tank and'SAS`and the,SAS is:withtn'arZone.1 of a public water •supply. The system has a`septiCtank antl"'SAS:.aid#hehSAS..is;within;50 feet of a private water supply well. a ❑ The system has a-septic.tank and SAS and-'..fhe SAS'Js less than'100 feetbut 50.feet or more from a private,water supply well'"* Method;;use'd'to,determine distance:;. **"This system passes if the well.wateranalysis; performed"ata DEP.certifiedaaboratory,for_fecal ` t coliform bacterialndicotes absent and the presence-of ammonia,nitrogen and nitrate,bitrogen,is equal" to.or less than 5 ppm, provided that no other failure criteria are triggered A,-copy#of theaanalysis must r ° 6 be attached to this form. k. 3. Other: . F D) System Failure Criteria Applicable to All Systems: R ° Yqu must indicate;"Yes"'or.,"No"to each"of'the foliovuingF far all Inspections i Yes No l '® Backup of sewage:into facility or system component due=to overloaded'or clogged SAS or cesspool f �❑ Discharge or po'ndit 6'of'effluent to the surface ofthe ground orsurface waters: l due to an°,overloaded or clogged SAS"or cesspool Static liquid level in"the distribution box above outlet invert due'to anoverloaded "' ® or clogged SAS or cesspool Liquid depth in''cesspool is`loss th:an;6"belovv,invert oriavailable volume isyless than 'A day flow. 15in6'3113` Titls SAffalal Inspection Farm2Subsurface Sewage pisposat System ;P,age 4 of 17 Commonwealth of Massachusetts g Title 5 Official Ins0ectionT G m x Subsurface Sewage,Disposal System Form Not for Voluntary Assessments 87 Deacon Ct:: Property Address M Diahann Cordeiro w Qwnec Owners Warne - Information is, required for every" .Barnstable MA 02630 :` 12/1"2/2017 page. GitylTown Stater 2tp.Code. Date,,,aflnspectton 8. erertification 'bunt. r a i Yes No r, El inRequired pumping more:than 4 times In the Iast,year NOT due to clogged or ,• obstructed ppe(s).Number of times pumpetl: Any portion of the;SAS, cesspool or pnvy;s below high ground water:elevatioh Fj Any portion;of cesspool orpnvy>!s within 160 feetof a surface water supply or, ;. tributary to a surfacii'water supply. l `❑ E Any portion gf a,cesspool,or privy`is within a'Zone.1 of a"publlc.:well i' } • Any'portlon<of,a;cesspool or pnvy s within;50 feet of a'private,water supply well. i` 0 Any^portton of a;cesspool or privy is less than 100 feet;but greater than 50.feef i' from a nvate water su I well with no acce table water qualit anal sIs hts p poy," , p.,.� t4 Y Y.< [T.• , i system passes if the we11.water;analysis,performed at a DEP certified i laboratory,fotfecal colifdrm baoteria:�indtcato,s absent and the presence of ammonia;nitroge' and°nitrate'nitrogen is equal to or less than 5 ppm,: provided`�that J •other failure criteria are triggered.Awcopy=of the zih4lys s And chain of:custody must be attached-to this form The system is a cesspool serving a facllity:v,rith a design flow of 2000gptl 10,600 gp!IzI The yytem fails.I have determined that one or`more.,of the above"failure criter a:existas.descri ed in 310'CMR 15 303, therefore the system failsjhe system owner:should contact the boartl of.Health`to'determin,e what:will be - nece sary to correct the failure E) 'Large Systems: To be considered a large•system,-th0 system:rirust°serve a facility With,' design'flow of10,Q00•gpd to 15,060,gpd. t. For large,systems, you must indicate either"yesBtr"no!'ao each'of.the"following, to addition to the=• y questions"m'Section D: x Yes No the system isfwitiain 400 feet of a'surface drinking watersupply. ❑ UT the,system is within 200 feet of a tributary to a'' surface drinking,Water supply, the,system is located to a ntrogenxsensitive area(Interim Wellhead Protection Area—°IWPA)or;a mapped Zone;IF&a public'water'supplywell` � . i s If,you have,answered"yes. to.any:question In.Sedon E the system Is`conside`red,a;significont`thr`eat,r• } or answered"yes° in SectionR above'the;arge system has failed.The`"owner or operator of any'large system considered a significantihreat.under Section E or failed"uoder'Sectibi Dfshall upgrade the Y . . _. pP- p... system m accordance with 310 CMR 15`304 The:s stem owner,should coritact the a ro riate:. regional:office of the.Department. r t' , f5ins•3113 Title 5OHiciaf tnsoction Fonri:;Subsu 6 .sewa®e oisposal Syafem Page 5 qtv =: Commonwoaith of l ssach,6etts " Titl i i inspection t t n Subsurface Sewage Disposal Sysfem,Form Nat'forUoluntary Assessments" ' ViDeacon Ct. � . Property Address., Diahann Cordeira ti Owner Ovine r Name information is- Barnstable , 02634a t2J12/2017`" required for every MA _ page, .-City own $fate" cfp Cade Date"af.lnspecifon C. Checklist.. ,. Check rf the oliowing have�been dpne You must mtlicate oyes"nor"no':as to each of tie foilowing� Yes No ❑ :'Pumping►nform' tion. ras,provided by the owner, occupant, or Board.of.Health. i ❑ Weremany of the system components pumped-out in the previous two weeks? Has the system received normal flows in the previous two"week period? Have large uolumes`of water',been introduced to the system recently,or as parf ❑ this inspection? x Q Were.as built,plans of:the system obtained and examined? (if they were not :available note as.N/A) l ® ❑ Wa -,the facility or dwelling insspepted far signs of sewage back'up7 }." ❑ Was the site°inspected for signs of break ou#.. ❑ Were ill sy elm components, excluding:the SAS, located�an site? Were-the septic tank manholes uncovered;opened and the interior of the tank i' anspecte,d'for the condition of the baffles,or tees °,material of construction; s dimensions, depth,yof liquid, depth of sludge and depttt,of'scum? u Was the facility owner(and occupants if different from owner]provided'with z.' ❑ information°onthe proper maintenance�of subsurface,sewage disposal systems? ; The slze"and location of he 5oi1 4bsorption System,{ has: q: been determinedbased zj ❑ Existing information. For example, a`plan at the Board of Health ' > Determined ieipe field (if any of the failure criteria related`to Part C is at ssue° ci , . approximation of distance rs.unacceptalile)[314'CMR 15;342(5)]' d s �.. D.`System int®r Residential Flow Conditions u 5 P ' 5 Number of badroorris(design) Number of bedrooms(actual) r ", � > " DESIGN flow based on 314 CMR 15 203{for example 1,14 gpd) #of bedrooms) 5505pd w. J5ins t,—im 3 ' - APR j S 0frjcial!nspec"n Fprm:SuOsi4d de SeW qq Disposal Systsrn:Page 6 of 97 fi CommonWeaiith of Massachusetts Title 5 Officia Inspecti ► Form Subsurface;Sewage Disposal,System Form-Not for Voluntary Assessments , r 8TDeacon..Ct ,, Property Address.. Diahann`Cordeiro Owner Owner's Nam_ a ry information;is' required'for every. Barnstable MA a: .02630, 12/12/2017 -. .w page. City/Town gState. Date of Inspection r D. System Information.4 Description: Number of current residents:. 5., Does residence have a.garbage grinder? Yes: ® No Is laundry on,a..separate sewage system? (Inciutle laundry system'inspection•, information irrthis repo 'Yes ® No Laundry system.:inspected? Yes ❑ No Seasonal used " ❑ :Yes ® No Water meter readings, if available,(last 2 years usage(gpd)): 2015=296gpd _2016=197gpd' Detail n Sump pump? ❑ Yes ® No: i r_ Cur Last date of oeccfpancy:: rent r Date Cornmercidillhd'ustrial:Fl`ow Conditions;: s� Type offstablishment: n „ b Design;flow-(based on 3:10:CMR` 1,5.203) Gallons er da p ,Y(9po� ' Basis of design floW`(seatslpersonssq ft.;`ete.): �" Grease trap presents ❑ Yes:❑ Industrial waste holding tank present? 0 Yes ❑ `No _. :x Non-sanitary"waste-discharged to the Title-;5 system? ❑ Yes ❑ No Water meter readings, if available' .. ;- f p !Sins;3113;, T106 5 Off+as1*ection Fomi:SubsWface Sewage Disposal System-Page 7 of 17 �° Commonwealth of Massachusetts Title 5 Officiaa In pection Fesrm Subsuifiace,Seviia&Disposal System_Form Not for Voluntary Assessments 87`Deacon Ct. • Pro;pegy.Address , j Diahann,Cord'eirp Owrier Owner s Name lnfo'rmaUon;is � '� � required for-every Bhnstable MA 02630° 12/12I2017 page, CityLTown' State:; Zip,Code V :Date,of Inspection u D, System tnformation (cont.j�. ` last.date of'bbdupancy/use: g Date i other(describe bellow):; a • i , _x Y • �eneraT,lr forMation t Pumping Records: Source..of.information: s io Records Was'systempumped as:part of the.inspeation? a❑ Yes ®, ;No # If yes, volume pumped,*,. agalions _ How-was quantity pumped;determined? Reason for pumping. r. } . :. Type of System:: Septic,tank, distribution tiox, soll`absorptlon system ❑: Single cesspool i ❑ Overflow'cesspool - ea ❑ Privy [� Shared system (.yes or no) (if yes, attach'previous mspectlon,records if any)'. w [] f InrovatiVe/Alternative technology Attach a copy of the current operation and rna.intenance.contract(to be obtained,from,system owner)-antl a copy of latest " inspection of the 1/A system byy system operator under'contract 1 ❑ Tight tank;Attach"a copy;of theDEP approval:.`' 0,ther'(de sic ribe)` t5ins'•.3/7.3 Title 5 Official Inspection Form:Subsurface-:Sewage Disposal Syslem•;Page 8�6 f 11 t' .l t: a CommonWeaith of Massac,husetlEs Title 5 off ia�l Inspection F®rm Subsurface.Sewage Disposal'System`Form No,t:for,Uoluntary"Asses'meets' , a 87.Deacon Cf. Property Address Diahann Cordeiro a . Owner Owner's Name17 information is required for every Barnstable MA 0 00 12/1212017 page, cityrrown State Zip code Date of lnspecbon D.-System Information (cont:j Approximate.age of all components, dateinstalled (if known)",and source of information; 2007`Per BOH records Were sewage odors detected when arriving:at,the site, ❑ Yes � No Building Sewer(locate�on site plan),; Depth below:graoe (; Material of construction; ; . G ❑cast-iron' Z 40 PVC ❑other(explain): - +10` Distance from private water suppiywell orsuction liner feet: , i Comments (on condition ofjoints,•venting; evidence of leakage;'etc:); s Line was checked:With.sewer camera: Line found to.be clean;rproperly>pitched with,no sign:of root,. F intrusion; , i Septic Tank(locate on site plan); Depth below grade: 24" feet. { Material of construction:, a t I�;Isoncrete [] n eta[ a, Iiberglass� W 0;,potyq igene ' ❑other00' la'in)' 4 .. - 9. If tank is metal fist age: - } years Is age confirmed by a Ceritificate.o. Cofimpl ance?"(attach a copysof certifcate) I ,.. Dimensions:. 1.50Q.G21, pf Sludge depth: ! 'fi tSins'•,3118. Ttte•S;Oc sb(nspect on Form:Sutisurfnh®So wage Disposal System Paga 9 of 17; a 'Commonwealth of`Massachusetts z Title 5 official Inspection 'Formf Subsurface:'Sewage,Disposal System Form--Nof.for Volunta.'ry"Assessrn.ents 87 Deacon,Ct;, Property Address u Diahann,Cordeir."o Owner Owner's Name - requiratifore Barnstable MA 0263Q IV1212011 r -required for every _ page, Citytrown Stater Zfp Code< Dafe;of InSpOcti.on D. System Information-(cont.)' Septic Tank°(.cont:) Distance from=top,of sludgeto b6tt6ml of outlet tee ar baffle - 1 2� Scum,thickness � s w . Distance from'top of scum to top of outlet tee or baffle; Distance from'bottom of scum to bottom of outlet'tee or`baffle � Estimated ,lbw Hovri were dimensions determined?� - Comments (on pumping recommendations, Inlet:and outlet tee`or bafflercondition, structuraI-integrity; liquid levels as related to outlet invert,evdence,of.leakage, etc.};_ 150OGai H7-20 tank in good;condltion3,PVC t0PS in place' antl clean'.'Tank at normal operating,level Covers 16" below grade. Grease Trap'(locate-on site plan);. . Depth below grade: feet.4 Material of construction: concrete ❑ metal N E ❑fiberglass_ ❑,polyethylene ' ❑'other,(explainj; Dimensions.:. " . Scum thickness f 1. ,Distance from top"of scum to topoffoutlet teeor baffle Distance from bottom of scum to-bottom'of outlef'tee or baffle " pate.of last pumping; Date, — Ti{le 5 Otnc al Ioapeclfon Farm:Subsuiiece Sewage Disposal System•page 10 of 1. , C_atnmonweaith of Massachus'ett Title `tJfficl : �n t t�on ':Form p Subsurface Sewage D.is o g. p sa System Form Not for Voluntary Assessments i d l 87 Deacon Ct:. w. " Property Address Dahann Cordeiro i owner :Owner's Name information is Barnstable 12/12/2017 re cited for:eve — q every City/Town, State. ZtpCode" 'Date oflnspectiort i D. S.ys en anformatic n (cont.) Comments lon purnping'rocomrnendabons, inlet and:.otatlet tee or baffle'condition, stCuctural integrity; I i liq uid levels:as.related to outlet invert, evidence of.leakage,.etc:}: : n t Tight'or Holding Tank(tank'cnust be pumped at time of:,inspection}.{locate an site plan), ss i' Depth below grade: • Material of construction: ° $ ' ❑concrete ❑ metal ❑fiberglass; ❑polyethylene ❑ other(explain) , Dimensions:: Capacity> allons Design Flow: gallons per:da y Alarm present: s ❑ .Yes ❑ No A{arfn:I`eve(:; Al arin in'yWprktng oeder: '❑ No, } Date of last pumping:`' Date Co`mments(condition of`,alarm anal'floatswitches etc , *.Attach"copy of current purnping contract,((ei' ired), Is copy attached? ❑ Yes:. ❑ No I I5 ns;•3h 3y. Tale 5 Offic 41,lnspectlon Form:SubsuAace Sewage Disposal Systsin•Pege 1 t'of 17` 3 j Commonwealth of"'MassachUsefts k Title 5 Officlal nspection torte a Subsurface Sewage Disposal System;Form Notfor Voluntary Assessments i. Property`A'd ress, _ Diahann Cordeiro. Owner Owner's Name _ a information..is required for'every Barnstable MA '02630.; 12/12/2017 page. City/Town state;, Zip Cade,:: -_. Date of Inspection . Systdm Brtforrnation (cont.) ' Distribution''Box(if`present,must be opened)'(looate-on site plan):. ciii Depth of liquid level"above outlet�invert a Comments (note_ifwbox is Levai.and distributiari to outlets equal;:any evidence of soH,ds carryover, any evidence.of leakage into'oroutbf box, etc.):j u H-20 p13-6'with 1 'line in'and.5 lines out ir':good.co- ition. Box is'clean and,level with minimal.solids' carryover. No sign of overloading' hydraulic failure Cover B'f below.grade _. Pum Chamber- locate on site' elan Pumps in w,o:rking order:. ❑. Yes ❑ No Alarms in working order:', ❑" Ye ❑ No'` , v , Comments(note Cbadition of pump clianiber, condition::ofpumps and;.appurtenances; etc r * If pumps or-alarms are not in.working order,system Is.a.contlittonal pass Soil Absorption'5ystem(:SAS),(locate on site'plan,excavation not required), . . If SAS°not located,:explaih`wh y. ' Title"5'OffiGla1 Inspection FGrm Subsurface Sow age pispo9a!System`•P.ape`12 of 17 d Commonwealth,of Massachusetts Titles Official, In on',F®rr� Subsurfa;ce'Sewage Q:sposal System.,Fbrm-Nof;foe-Voluntary Assessments 87.Deacon•Ct_ i- Property Address h Diahann''Cordeiro E} Owner Owner's Name ' information is Barnstable MA 026X ,92/12f2017 required for every __ _ a'a Cit /Town Inspection., p g , Y State. Zlp Code, Date of nspection i D. System nforMati'o,n (C nt j - , Type: F i= leaching pits nurnti�er leaching chambers number 3 leaching gal erles,` riurriber feacfing trenches number;Jengfh:° _ leaching fields inumber, dimensions: t overflow cess o-ol_ number. ` 0 p r ❑' innovativelalternative�system .� i. Type/name of technology I Comm en#s` note condl#lan`of soil, signs of hydraialfc•failure,�level of poriding;damp soil condition of (note vegetation etc.):; °< 5wMOGal chambers with stone. 1.2,8'x5Q,5'x2' "No Stand'ingkeffluent ih chambers at=time of inspection.. - 7 Soil damp bit clean. No staining..No sign of overloading or-'h' draulic:failure., - y =i t Cesspools'(cesspoolamust be,,pumped as, part ofzlnspeckton);{°lacate.on,site Number and configuration; .Depth` fop.of liquid:to inlet invert, a Depth of solids layer s "Depths of scum layer'- I Dimensions of cesspool , Materials-of.construction Indication of groundwater inflow _ .[l Yes ❑ No tSirJa•$/13" q Tilla 5 Qffiaal InSpactiori Form;S,atisurface Sewage,Disposal System•Page,13 of 1:k f Commonweal th of Vas sachus 6tts , Title 5 fficiI lnspectionttFarrr ;Subsuiface'Sewage Disposal System,Form Not for Voluntary Assessments El Deacon Qt. , i Pro'edy,Address Diahann Cordeiro lOwn'er wner's Name irifofmation.is ( required for 'Barnstable,every ;MA 0263Q� . 112/12/2017 page.. GitylTown a �� ti dip. ode'' Date of Inspection',- �Staf �<.. f . D. System I-nfoe ation (cont.)I Comments(note cotlitionofsoil, s a ,,e ordmg,.contli4ion of vegetaton; etc:,). it k� x i gg Priv locate onasite Ian y`( p )' - t - Materials of;construction:` Dimensions G Depth of solid Comments(note condition.of soil, signs of hydraulicfailure;alevel of ponding, condition'of"vegetation; etc,):, 4 'e , w t5ins:-3/13. Tale 5 Offiyat Inspecllorl`Form Subuiriace-Sewage pisposal;System•Page 14'6f 17 r Commonwepith of Massachusetts Title 5 Official-Ins d isJib rrn a Subsurface,,Sewage Disposal Systm Form: NOCf Voluntary Assessments l 87 Deacon Ct. t; Property Address _. Diahann Cordeiro 3 i' owner . Owner's Name I :information is: Barnstable MA '02630` , -1 211 2/2 0 1 1 required for every pager,' Citylfowr State; � �tp,Code i :Date.of;lnspection D. System Inforcnaflon (pont) Sketch-Of Sewage Disposal System Provide'a view of thb sewage disposal,system,;including ties,to -at least two:permanent reference landmarks or.benchmarks Locate alCwells within 100 feef:`Locate where'public water supply enters the building Cl eck or%e of h boxes below: ❑ hand-sketch in the are.a-below . ® drawing attached separately - r t5iris•3113: - `Title 5 Offidal1nspectioii:Form,Subsutfaoe SewageJ isposal System•Page 15 of:,t7 - t f Commonwealth of'Massachusetts Title S Off cia Ins ection .F I F l„ _ Subsurface"Sewage,D sposall System Form N61:`46 oluntary Assessments 87 Aeacon Ct Property Address: Diahann Cordeiro f Owner Owners Name information is rpe aired for every.age. Ctt /Town le �—'= MA 02630. .. '12.. ... 17 Barhstab y State Zip Code.' Date,oflnspedori ` D. System lnforrnation (cont j f ? Site Exam:'; E ® Check Slope Surface water ® Check,cellar Shallow wells- Estimatedd'e th to high round,w P 9 9 ate`r:. feet Please'indicate all methods used to determine tit k i e hi "ground:water elevation " Obtained from systerrytlesi`gn planson recgfd" `° 20Q7; If checked, date:of.d @sign"plan Viewed Date.'- - EJ Observed site abutting property/observation hole within 1;50"fleet ofSAS.j El Checked,with local Board o 'I �explafis .: . y ❑ Checked with local excavators, installers attach documentation ;Accessed,USGS-database-expla"i77 n: You must;describe`how you established the,h-h,ground.water.elevation:, Tesf'liole data per plan on;fiile atBOK' No water:at 10': Max bottom,of eachir g is 5' } : Before filing this;lnspection Report,please see Repo*Completeness Checklist.ori next page; k ISMS•3/13 - - - ' Title.50fficial inspection Form Subsurface Saw�ge Disposal Systgl Fage•i6 of-AT i.- a Commonwealth fMassachusefts - Title .5 Official o pecti in F®rrn F a Subsurface Sewage Disposal System Form Nof for Vq(untary A'ssessinents N.M 87 Deacon Ct ' PropOy Address.: I Diahann Cordeiro Owner Owner's Name infdnnatwn is required for every Bamst2 ble __ MA 62630` =12/-20,17 t _ - i• page. OitylTown State' ip.Code i , Date of;inspectiori E. Report Com"ple$eness Checklist a ® ;Inspection Summary:A,bi C, D, o"r E,checked ® Inspection Summary D(System,Failure Criteria Applicable to AIV.S,terns)completed ® S sfe Information oration—°Estimated depth to high goundwater ,F _ • i , r t # ® Sketeh of Sewage Disposal-System either Drawn on page 15 br atfad:ed in,separate fife:' e i i a t5ini.•3/13, Titfe`5 Off%ciel Inspection`Fonn;Subsurface sewage'Ofspoeal Syslem;•Page 17_of ti: t i t Agsessing As-Built Cards Page l`of 2 $ TOWN UR BARNSTABLE' v r LOCATION . SEWAGE'ko /' ' VILLAGE., ASSESSOR S.MAP"&PARCEL INSTALLERS NAME&PHONE,NO : SEPTIC'TANK CAPACITY . LSm. _ 1 L$ACFIINGACII i CXs(type ')' 7L--Ai L.C'• (siiQ) 5 NO OF$EDROOM$" OWNE$z. .` ,-PEWWT DATE COMPLIANCE Maximum Ad usted Groundwater Table to the Bottom oFLeaehin P t g>Facility Beet,+, Private Water Supply Well and C eachLig Fuilay(Ifany wells exist an site or wrtlua 20U•ieet of leachlng•facility) Edge of Wetland and Leaching Facit�ty(If any wetlaridsexist' v+ahm 30Ufeet of leach Fedfz ' TURNISHEt)BY t f12-�Iry „02 l -sz G as- ay �., i p4- lot' 44 8 ,r�5i a j 3 http://www town�ofb pstable.us%Assessing/flMdisplay:asp?mappar=300033002�&seg=1.. 12/11%2017 ne t' T,,Qwn of Barnstable t P# D i v Lto Department of Health,Safety, and Environmental Services Public Health Division :3 ? e7 Date 367 Main Street,Hyannis MA 02601 • a+axsrAar.e, y ➢rA 95. .. � :f9• r6 0�AlFD.19. Date Scheduled_3/ -7 Time Fee Pd. UV. ,Soil Suitability Assessment for Sewage Disposal Performed By: , S%��f� -� %jy��c}-� PC Witnessed By: LQATION & GENL IIVFORIYIA'IZON Location Address g7 D&-A-e,i-� S. Gd v yc;1r` Owner's Name f»`M-emu 7�►,5 L c= •�aTT of Address Assessor's Map/Parcel: 3v p / j 5 - Z � Engineer's Name / NEW CONSTRUCTION REPAIR Telephone# 6aO 3G e 8 /3 - Land Use ��s� � r ��`"'�''�L Slopes N �-S /o Surface Stones Distances from: Open Water Body u�=/ _ R Possible Wet Area — R Drinking Water Well tt 1 Drainage Way �- R Properly Line 10-4 ft Other n SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) N C1 Parent material(geologic) 'T %z , Depth to Bedrock �5 U Depth to Groundwater: Standing Water in Hole: �U € Weeping from Pit Face ��y Estimated Seasonal High Groundwater C=' 3ETERIYII T IYr I(�I�I:]�'.OR.SAS( 1`JAX:HIGH V' ` ' BLfi `. Method Used: Depth Observed standing in obs.hole: 41114 1 in. Depth to soil mottles: in. Depth to weeping from side of qbs.hole: in. Groundwater Adjustment n• Index Well#Su? 2 Rradina pate: (i p 4l Index Well level !�7,Z _ Adj.factor —- _ Adj.Groundwater Level 4" /1• . p,, 'ERCQL�TION TEST =.J I Observation Hole# CD 91, Depth ofPerc 7(- Start Pre-soak Time @ D, oc ®L�" End Pre-soak P Rate Min./Inch Z_ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Bacic j Copy: . Applicant i JA410.OPSER V-Al,.' UN> OL L00 Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other A�t Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 1 A L 5 (6 tiI-3j 3 Ij L S Cz �j t-.M e D 54Aun za cZ t.OA-�%< S*-3) Z y J G, P sz- A-5 Le 1-7 t, 11/6 —DE P 0I3SEZVATj0N HOLlt+ 0G Hole#: Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. LtConsistency,o 1 Z L S tG-1,v 3/ -2 EL :;O�SE.RVATON.H4EE:-LOG Dale Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. i i e c % ravel - EE DE M- ED 0B8VAT-1' -00LE16.0 dole:# .�. :� . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) Flood Insurance Rate Man Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary Nov Yes Depth of Naturally Occurring Pervious Material I '. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yew If not,what is the depth of naturally occurring pervious material? Certification I certify that on 1 t' (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature _ Date 3 °7 07123/2007 M3N 3.1; 20 FAX 508 540 8556 George sotelho Inc. !.J..._.;:'_3.C-W 9;06AN eRRNSTABLE BOARD OF HEALTH NO.461 P.1 i1 Town of Barnstable Regulatory Services + Thomas F.Geiler,Director aKAM D� Public Health Division i 1°ltOnlas McKean,IJirCCt®` 200 Main Street,Hyannis,NSA,02601. , + I Officf,o 509-362-4644 Fax: 506••75;:1.6304 Installer& 3esiigner Certafeat9oa Form Sewage Ie }Assessor's MapWarcel 1 4'���i )r►e�=d -n P9 Installer: (i,'0;0Y-4 66 Address: 0.96 x 3 YfW _k) fNA 02s3 r �! .... ? ��D�� v�°� G e-1 was issued a pernut to install a ad t� taller IFIIAI.e,system at_ 7 � �'� , based on a design drawn by (address) dated sAf�®e4 aU 3�9147 (designer) r certify that the septic system referenced above was installed substantially according t1a th+o design, which may include minor approved changes such as lateral relocation of thq! d$&ibution box and/or septic tank. ; I I Wrtify that the septio system ref€renecd above was installed with major changes (i.r,, ® � greater than I W lateral relocation of the SAS or any vertiraJ relocation. of any componev: of the septic system) but in accordance with State Local Regulations_ Plan revision ► 1, c iced as- design io follow. off` S�'EPAN d� HA (tdI.SY�I]e°r CIVIL Ala.35461 ��. 3 6 ,;ill�Ifl tD'1e.u= (Designer's Sipatuir-eT WM Designer's Stamp Mere) i papa 7' TO BARMTAB PUBLIC gI�ALT` DIV O CER 7 E C I�L NOT BE J§§U EA—U—NTM-&O-THL O ND AS,: I U l3Ala 475 ET E P1781 JC FIEAIL.TH DIVISION,; l�;\Smlc'��si�n3r C:atiGealiott d'or��®vi6ed,dnt OP N TOWN OF BARNSTABLE LOCATIONrr7 SEWAGE VILLAGE T,AOSTA jlC ASSESSOR'S MAP&PARCEL 5np 633-WQ INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY Lam ` LEACHING FACILITY: (type)(4�).5tCiL-,AL- L.C • (size) ,5— NO. OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: -3 !q® Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ` Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachi Feet FURNISHED BY ��` � I sII(16 02 / OU =82 L y7as = qy Ay = lot ' 64= III' a! = 8b A-(. No. jo 6 ©g _ } Fee THE CdMMONWEALTH OF MASSACHU.SETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pplication for �hgp al 6raem ConarurtiO&Vprmit r e Aband n ❑ Com lete S stem ❑Individual Components Application for a Pernut to Con-stt_ruct( ) Repa�rh( ) Upg ad ( ) o ( ) p y t—� p Location Address or Lot No. l-,P�m e o u r Owner's Name,Address,and Tel.No v v �a YLS4-4- / Ind 6ZG36 6% ahLrt, - ! °-/-/- Corde;m Assessor's Map/Parcel .3 G® 6 a, e l z &k-�-Waa Installer's Name,g�dress,an Tel.No c Designer's Name,Address and Tel.No J Geo>" � # - /jio rX�a vet ��sn ' Fa �� S'rt,v-ve- I r5bB-» 3 /a 1 f/3 ;Jj Type of Building: D Z Dwelling No.of Bedrooms Lot Size 1 , 3-7Q1'Wsq.ft. Garbage Grinder (-Z-j°o Other Type of Building No.of Persons Showers( p) Cafeteria( ) Other Fixtures Design Flow(min.required) S5 0 gpd Design flow provided 59 q gpd Plan Date Number of sheets Revision Date Title . � �I, n Size of Septic Tank Type off.A.S Q ran t Description of Soil .0RyjU Rl `Q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the con and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titlg 5 the not t place the system in operation until a erti Cate of CompAnce has been issued by this(Boar a tgn Date Application Approve _ .,Date Application Disapproved by: +,Date . `for the following reasons Permit No. Gkc�p lV " elzo Date Issued 1150 i No. t' .. Fee-,'' } , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEMASSACHUSETTS 2pplicaftou for 3;��!5pionl 4p!5tertYC6it!gtructi9n Vermit Application for a Permit.to Construct O Repai:n4,' Upgrade O Abandon O ❑ Corn' lete System ❑Individual Components Location Address or Lot o. � L p.�-r l��ae n SUS — Owner's Name,Address,and Tel.No. 375 f3a.Y nS�-u..�,`/� r/d���rLb Assessor'sMap/Parcel '2G �� �a r �/ 1"' �.� t1��/1 V� 1 + n T e j' �/� P �=-9�s l stle� v a �,Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No lrx�'ava� on Ve . ra.c-5,e ,�hu 9,d , rnsut '9 3 > ' . n� .d�. �n a 5 Type of Building: 81 2 Dwelling No.of Bedrooms k Lot Size / , 1 `41G)sq. ft. Garbage Grinder (I'�C] Other Type of Building No.of Persons Showers( ) Cafeteria( )' Other Fixtures p / Design Flow(min.required) 5J� d �`*. gpd., Design flow provided 5 17 '7 gpd ` Plan Date Number of sheets` Revision Date Title C� y► /� �' r Size of Septic Tank S©o I C-, Type of .A.S. ,@p c A, n,o► CAam. q-,4--1 // Description of Soil C.-,n),q Nature of Repairs or Alterations(Answer when applicable). c r ° ,a Date last inspected: Agreement: The undersigned agrees to ensure the construefia and maintenance of the afore described on-site sewage disposal system in y accordance with the provisions of Title 5- theme-n�v o�me to (ca a an• not t place_the system in operation until a ertif cate of Compliance has been issued by this card of+Hea h. Signed J Date Application Approved Date Application Disapproved by: Date for the following reasons Permit No. Date Issued THE CO1V><MONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO'.CERTIFY,that the O -site Sewage Disposal System Constructed ( )Pp)" Repaired ( ) Upgraded ( ) Abandonedd( )� 4�� 0 at 25 ,�QQ"r\ `I has been constructed in^apccordance h-? lwith the provr ons of itle and the for Disposal System Construction Permit No. _ "'�� 3 dated `' Installer V T I ko Designer q(D(A #bedrooms S Approved design flow <550 gpd The issuance of this permit shall not be construed as a guarantee that the system will nction ode i'; j. _ Date �� �G Inspector —--——— ———————————— ��� ""© f � Fee /� -----— („� --- No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mi!5po5al J�pgtem Con5trurtton Permit Permission is hereby granted to Con . ct (1)�-, Repair ( ) Upgrad\ ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditi Provided: Construction must be c mpleted within three years of the date ofthis permit. Date / 1" Approved by } a �, l ct - r r �e 0o _....... • �� 4 �, i i ' �l6'�4z'iD�f2 ��7�11' • hh i� (21 hN *PC - v DD,p� ' a ,;�,�`,��'1,`�, •. � , � �,...� �, . � _, ate. .. 101-0" `� �< 101-0" -V \ 21-01 A X >n ' 4 tV I I , I I i f , y y ^ I Y + . L"L Iff � r I I , I I � 1 I 1 I I I � 1 I , I c� I t 1 ; 1l' 1 I I• � A8 m — I f I I I I , I A�ODH2155 X 3 AS DH2�f53 6-1- 2 55/4X4-53/bi 5 3/4 12 5 3 4 ry _ _ l ,Ll AS DHT2gl7 ASGDH 2153 1 Ig34X 3/4 GDH2153 K1t11 Cf 6.u /(N-W( C+r I - m I gg I I f I 1 ICLI , I , m >n w mini Q 2X65 0 16,oz. - PLYWD.5MEA IMN& w '^ 1^ I IPE DECKING,ON Q 0 PT.r.2x10 fLOOR-alsrs 2X6 CRIPPLE WALL i r TOP OF WALL o REAR -�( 2X6 PT SILL W PORCH TO BE(2 I/2'•/-)BELOW - f ANCHOR BOLTS 21/52' 9'-6 3/16' HOU.£FOJND,WALL b'4'O.G.(`YPJ ,In Yl I!I 10'CONCRETE FR05TWPL AL16N W TOP OF (�Iu`JJ I X ' D FOOOTIN&W KEY �M FOIND O NTi�E S I r A------- 3/4'P.r.RYWOOD U�, IL RIM X15T � c 1° - ,• ____ ___ ______ _ __________ _______ _________ _ _______ .5 ' 2X4 IT SILLW V2' I1I�{f B II10 L r 1 ----- ----- ------ ---- A i CELLAR SASNE ' _____ ANCHOR BOLTS s LAST 2X4 KEY IN FORM •. YVEWINDABOVE) .FOR PORCH WALLAREA mu N��20'•'I I/4" '.10 0 }}11 MIIN.CmaffD STONE W UNE%CAVA,ED O� . I HAUNCH DETAIL S FOUNDATION WALL E DROP TOP OF WALL O SCALE,1 1/2"a V-0' I` L O Ab l ro LEVEL OF M,2X6 c vaLL vmR/W1NDow ------------------------------ r, -O ' 1 fr U s -� F = =; - BEAM POCKET - ------------ . A5 REQUIRED CELLAR IIT 1 10' -- - -- - -- - r r ' r - - - - --- . 10'-I EOJAL EO)AL: - Q LAST 2X4 KEY IN FORM FOR PORCH WALL ' - ,r r, X O m el Irv; _ BEAM POLKi� i i r___.___ _______r - m ;'�'e r - (3/PT 2XI0 f3)P.T 2XIp r � v�x --- - _ 10%22 STEEL,BEAM WIO X 22 STEEL BEAM WIO x 22 STEEL r O X 22 STEEL BEAM I a � m l0'DIA.CONCRETE TUBE _ .l-.._._._. _ _ _._._._ ON 2B'DIA.'B6FOOT'FOOT1N6 - ------------------- Q ry. 36 X 36 5 1/2'X 5 1/2"%/3 W 16R e T 3 /" I - _ ` O .. - BEAM PCOFZT - STEEL PLACE AT / 14 TREADS e 9 AS REOUIREO -Q v l BASE 0, v 9 - _ J/ f2 13/4 x II t/8 LVL r !}1 3/4'x I T/B'LV- r 12'DIA CONCRETE TUBE 12 X 12(W 5 .al _ .— — — — o ON 36'DIA.516FOOi'FOOTING 'I W RWAR o 10•OL. BASEMENT 1 3/4'%9 I/2''LVL(FLViw ml EACH WAY) KI : --g IE 6'-10 1/4' 6'-10 I/4' -' B'-S I/4' e� 6'-B I/2" 6 .10 1/4 3E % -b6 -n�i , i (21 13/4'%�I T/B'L�fL t21 13/4'x II 1/B LVL 121 13/4'%II T/B_LVL (2�11 3/4'X II l/B'N/L 6)1 5/4'X II 1/6 LVL . .�_. —._ (B)PT 4xio'— fs7 P.T 2x10 �,P� � aa 36 ISO n � _ m 1- r 9a°NO�O�.• Xi i - m v m m -------------- ---- - IN LAST 2X4 KEY IN FORM al IP XI _ - Q r1`�►-, - Lu FOR POfiCN WALL x - CELLAR SASH CENTER WITN , G - RE POCKETIRED - WINDOW ABOVE q U1E%CAVATEO� Q r ...ILy . !7 f I z P Q ,,f Q aMExGAvnTED� -- -- - - -- Lu ( y-1 L4'--RETE PAD W LL L - NALNCMED FOOTING AT Lu e0 FRONT PORCH Y r , - I (SEE .B/Al}-� Al _ . O 3p / N FORM— ^- •'- a. p ..T AST 2 4 KEY r LL r y: ----------- - -- -- • , € 10' iE FROSTWALL • 4')NICK CM) LU �z Q� y�y ON 26' 12'GONCRE� ADE LEVEL TO LU .:. : W - FOOT) W KEY _ .. m 2 9 U;2 i' TOP OF WALL AT 1 1/4' V W W OR BELOW GRADE - 22'-I I/4' - Ib'-0' .Job nO.: 0.56 • date DEC,26,2005 ...I. AS NOTED FdIINAVON GENERAL NOTES) ' drawn KMW -FULL HEISINT CONCRETE WALLS TO BE -BASEMENT SLABS TO BE 4'CONCRETE -COLUMNS TO BE 3 1/2'DIA,CONCRETE Z 10'TNICK ON 24'XI2"CONTINIOLS CONCRETE (BOOO P51)ON 6 MIL.VAPOR BARRIER FILLED STEEL PIPE(UNLESS NOTED) eV FOOTING W KEY;PROVIDE 2 ROWS OF u4 OVER W WELLGRADED&RAVEL ti REBAR O TOP l BOTTOM OF WALL.WALL COMPACTED TO 9S%MAx.OR,DENSITY -FOOTINGS a COLI)MNS TO BE 12-TTUCK; )EIGHT To BE APPROX,9' (REFER TO - ANY FOOTINGS 42'X42'Alm LARGER ev " FOUND.PLAN 1 5ELTIONS FOR WALL(EIGHTS) _GARAGE SLABS TO BE 4'CONCRETE t0 NAVE 5 REBAR a 12'O C.EACH WAY N (3500 PS U ON 6-YELL-GRADED&RAVEL (FOOTING SIZES NOTED ON PLAN) Z O PLAN -CONCRETE FROST WALLS TO BE 10'THICK COMP.TO 95%MAX.DRY DENSITY;SLAB FOUNDATION L A N ON 24"XI2'CONTIN,'CIX CONCRETE FLOTIN6Tom O BE SLOPED APPROX.3'VOWN TO CELLAR SASHES TO BE ANDER5EN•2BIT O ry S G A L E: 1/4' e '-O' - 'W KEY(NEI6HT OF NALL TO BE BASED ON BE DOORS (200 SERIES)R.O.•2'-8 5/5'X I"1 1/4"; U N &RAGE CONDITIONS 4'-0' N.FROM FIN. (3W X IN&RILLES) O GRADE TO BOTTOM OF FOOTING/ -CONNECTIONS OF FULL XEI6Hi FgMDATION Qr WALLS TO FRO5TWALL5 TO BE SECURED W _AREAS BELOW POROES TO HAVE 61 W - -DOUBLE SIANLL$T BOLTS O ON POLX&SII-L /LAST FROM 2X4) WELL-&RADED 6RAVEL l Q e 12-FROM CORNERS,THERE SMALL BE A MIN. OF 2 BOLTS PER SILL(6AW 5 l PORCHES l W FRO5TWALLS TO HAVE SINE SILL) .1 h . of 14 22'-0' 16'-0' W rV ll l`1 5'-6• 12'-0' 3'-b 3/Ib• W-11 21/82• 9'-a 3/w 4•1' S'-6' B N N y-6' l'-0' l'q/4' B'-7 3/4' {� y Q 1 V V o Al � v, - w U WON 21 2 TEMPLU WDH 1B52 - A"I - 2-H) X 41 2-10 % l 12'DIA, COL V H. W/ (31 2%4 OST ON. v 1l\,11TJ' BREAKFAST 1x4 HUHOG NY - PO GH " °untie G o P.T. E Q F IIAL 1851 MP TI'1 Q Alj 3l 6% I z-10-10 I X 51 l B Q- MAHOGANY IN6 - •� ON P.T. R R$ NIX RISER O E - v R _ - 0 +� 5TOM SCREEN ; �I IIUT �O PANELS `KITCHEN DESIGN Q - 'V Xl' U '6xb BY OTHERS 'P.T.POST ET , �. IX WRAP MO RETURNS) 53/4" ' •- ' - - 'r " - MAHOGANr 7;t SCR.PORCH GAS FIREO - - - - - ON P.T.STRI -0 SCREEN POM METAL FIRPLALE - _ 'IX RISERS ' Q w/FLI5H 1EA¢TH _ 4 MAHOGANY e - - - N 5KIE ON P.T. -0x X - FAMILY m S FAMILY - AM 251 Bi 1-1 x 2-4 T � KITCHEN ----- ----65T.BEDROOM -___2'-9' S'-0' 4'q 1/1' IA 3'-I STREADS 1''2' - 13-6 O_� .. -__-____ -- - PORCH o to-sxe-S co - _ D W ® m LOWER HALL. �� ° w Re T /4 in FW-11611AL 4 - in. 14 9 I/2 • ggg DN. o , 2-T x 6-II MAHOGANY DECKING m WOH2446 �-, LAUNDRY IZ '-- -- - - -' --' _'� ON P.T.FRAMINS -@ L9 e 1-61 %4 l m 7'-31/2' 5'-4' S'-6' -8' 3 B' 2'-1' 9'-4' 11'-4' 41' 2-6' 2'-9 1/2 e •q• - 2'DIA FG.1/2 WI.WN 12 v LOLLMN � o^3�o^c MAHOGANY DECKING PTRY. f 2-b B e f off P.r.sraINGERs BUTL. PDR.� �3<� i ° 3 rolx R15ER5 _______ ____ ________ PTRY- RM. b6R6-B C6.____ roc ............... _____ ___ ____ ________"_'____ .xoas �`a0mi a`oa IA.FG •y-. FOYER 65T. P � poo`o?2 4 BATH. - Ze Itr$zyk�� EsXp3 9%6 8 CD &JILT-IN Y W.I.G. Q ��$ p� THERMA- ov 9-TE 2-6 X 6-I0 - h 6 AM 251 s�Q- O.n�"^0 R.o.2ni05 'X oSOvr LEFT) - MUD RM. a _ 2rl x2<la - - c S o k�'�,o°,°6,.Y�Eo (FLVSN INS n m $uors�O�iaEo$�oSWD _o - w� EN/STUDY LU 1-0 A 21 - iT WDH 2442 - - 'a � - 2-6 1/5 X 4-4 1/8 - P WDH 710 = .. -IOC Y Q WDX 2852 x - Q Z G m P m _ ? -10 a x - m - W DINING�b�B-rzb •4g /84x24-4 ire wvH - ?� Its) w STRG ` FiLooa of Po VVEHRs5Ar - « ((J� FIELDSTONE VOCER AT m 10-0o-2x D11 4 PORCH A wALLs 5 �G GENERAL PLAN NOTES PITCH FLOOR APPROX' • in I/4'PER 12"AMAY ll i s FROM MOIRE - -ALL EXT.WALLS TO BE 2X65 a Ib'04, II' Q q,/• 3, m W - -ALL IWT WALLS TO BE 2X45 a 16'OL. W ;^ m _____ _ _________ ------ _______ _ _ _ 12^DI A.F.6.COLUMN - UNLESS NOTED OTHERWISE) . _ z m AlLL (5)2%4 POST ON. -WALLS WITH POCKET DOORS TO BE 1x65(TYPICAl) KHOOW/FJ(TERIOR FRENCH DOORS BY `•" 8 � FOR GRILLE'R EFE PATTERNS) ELEVATIONS l0.-0• 4'-0' 2'W 2W l'-0' "0' 4•1' 4'-0' 3'-1 I/1' 6'-9' 3'-1 I/2, 3'-1 1/2' W-31/21 4•-1' -FRONT AHO SIDE ENTRY DOORS job no.: 0456 ... - BY'SIMPSON' '-0' 5.1. W4 F B'-0' 14'-0' 16'-0' -REFER TO ELEVATIONS FOR WINDOW dole DEL.25,2005 R.O.HEIGHTS ABOVE�IEFLOOR r - AND GRILLE PATTERNS ecAle AS NOTED 14'Mi' t 52•-0. d.ewn KMW ' Z Z ry F F I R 5 T F L O O R P L A N - oo OSCALE: 1/4' 1'-0• GARAGE:11650.FT. �� W G v _ UUUUITTT em: 2 Of 14 12'-0' 41" - 12--0' B-o 14-0 - Ib'-0' Lu 3'-0 3/Ib' 2'-5 13/Ib'2'-5 13/16' 3'4 3A6' 4'1' 4'q' Tq• 1'-0' l'4 I/4' 0'4 3/4' 6ENERAL.PLAN NOTES ^ N V EXT.vL1LL5 TO BE 2%65 O 16'WI OL / ` V• (,jr 4'-1 5/40 4'-I 3/4• -ALL INT.WALLS TO BE 2X45 0.16.O.L. V 40l YOJ o D ME%NOTED OTHERSE) + 8�V Al -WALLS WITH POCKET DOORS TO O In OI LLl 9 r' \ B BE 2X65(TYPICAL) au1' I X AC Q 3 Al ry ANDERSEN'(KNDOAMXRREFER TO FREELEVA�TIONSY Oy FOR 6RILLE PATTERNS) •^ Q -REFER TO ELEVATIONS FOR WINDOW U/\ RO.HEI6NT5 ABOVE WE LOOR AND 6RILLE PATTERNS A p WDH 28410 - WDH 2 410 p d. A7 L p SITTING E WDN 2B410 WTR 23 Lu r '^ p 2-l0 % l - - -10 1 A - T p x }Y Y! • : x p ry ry P _ 1 m 0 J o SEAT - GUT INTO ROOF FOR WINDOW - .. ALL OVAL AINDOFI�e WIIRLPOOL T TILE ACCESS;RIPTIDE COPPER N5T NORIwNrv-Lr s In• �6 �Ro PAN FLASHING p / ♦ S p m L MSTR.BEDRM BATH. _ - - t9 v c W,I.G. F _ Y , v p 1 v o EDGE OF FLAT LL6 -" - - -fi 112r, 3'-4• 341. 5--ill/2' 3 In' 8'-4' I/2' 9'+I In' LIP In" - OF RIDGE AW 251 6X6 P.T.POST W/ P O STORAGE 5 1/2 IX WRAP(NO RETURNS) ry ___ _________ 2-6 B m _ 1X4 MANWANY DECKING ON P.T� P KET - .. . _ W TALL WALL FRAME - ,cOHALL ON LINEN q 16 ® o a Ia' LOFT FWb 60611R 4 § Lu (a.pF�l 2L-2AABpV� — — ———— ———— ———————--—— - "OR. ROOF DECK MAIN HOUSE 2q 5/8%2-0� RM. _ ------ MAIN HpX�E EDGE OF FLAT LL6.5'-II In" V-11 ln' ________y.)0'____:__ lV2'`.� 1-8 V2'. 3'-T/2• Q ______ me ry m -I16-8 CO. • --SgAb-8C i"'� ��°� JOUmrr��6 WDN] (iE gO _ �o�a�O„"0J�5F UU • u � m 0 ---- - ! --�-__-Tr I - ---- ----- ry ------- r �s. ��m°°um=aEo p BEDRM. I p q� BEDRM.2SJs�siaE`obs'o �ti n 251 //—EDGE OF FLAT LL6. rv3 EDGE of FLAT LLG. - X 2 T/B ,q,KNEE Y141.L5 22 4'-0'KNEE WALLS __ - EWAL E0)AL BATH. E AL E0/AL - _4 Q O . o SEAT 'SEAT A - Lu W Z c i i m z IL 4'-I 3/4' O II 11n1 B'-2 3/4' LU 'I I NJ lL 36-0 I IbP Q z o52'q O O J—no.: 0456 date VEc.26.2005 ' ca Im AS NOTED - drawn -KMW Z � ev. F < SECOND FLOOR PLAN s� m 1981 S0 FT _ TV SCALE: I/4' I—O - BONUS:4E8,5d.FT. LL 8 of W ant: 3 of 14 r r U n Q 1 00 N N MUD RM. I I J• �'.. •--------------------------------- , , , , , __ __ _____ __ ' fro. fro' L � P U °�• n s j t ob. W � h �•F - _ �'�,"r9 tirDp?T.�v� /Qaj 4D9i� �`P/q� / O� SP Rq /p,eq1 •�•� - � •ols�Nej `h >� �'�Nl - /��0 � ?fir + > `ro' ✓,�\ oP q arro+eroc >P Oro k a.�gr4a '98 , P P �oai SocnTL�O�w F'h'.z�.p .P %r P •e���+�Ct'J P§�,'u °>3�C_F�Qo�a Ra�^c �3 aF_a..Y$o6 00�k°z F' - § E. LUCl Q Lu UJ' O- Q� O LL Q p wzLLJ �m %D • - - fob no.: 0456 ' FOUNDATION PLAN ( GA RAGE ) F I R 5 T FLOOR PLAN (GARAGE ) SECOND F L O O R P-L A N ( G A R A G E ) dO1e DEC.2e.3D05 tale AS NOTED TTb 50.FT. 5GAL E: 1/4" I—O" 458 SO.FT. - drawn KMW Z F O N w A-4 em: 4 of 14 Al BALUSTERS RAILINGS. y♦ U !� O - -0' BALUSTERS.ANDP05T5 B A o•o EWAL 'EfUAL A7 - 1 I G A� 12 DM CURVED ROOF O ID 'n A8 ,V7 1 FA -D - FASCIA X (0:12 PITLIU a1 LUi INTO RDOF FOR 41/2 : L�0 A WINDOW AGCE55;PROVIDE v, COPPER PAN FLASHING 1.;,1 1] L CUTOM AILIN5,i rLBRATCOKEDECARATIVE IO - RAKEIFASLIA m yL �10 (NON-BUILT-OUT) LV e BOPED•NDOD• l -U N I` L FLWR(6ARA6E1 1 � '— U � p SRINGLED DOLBLE 12'VA.F6 - L V COURSE OUR EES)SHINGLE COLUMN m CUSTOM DECORATIVE 2•- DIA.Fb. 110ARB RISERS(80iTOM BRACKET � - - COL" - RISER.iO BE VINYU - ' IX4 MAHOG.DECKING . ON P.T.FRAME 'p LESTONE PAVERS 04•TREADS) —A-P FLE O FIRST a�FLOOR p I,T� - NENEER)RISERS _ FIELDSTONE RETAINING________________ .. - - WALL BY LANDSCAPER TYPICAL ELEVATION NOTES : ___ _______ _ _________ __ __________ ___ __ . __ ____ __. .. ROOFING: GAF TIMBERLINE ULTRA ASPHALT •_ ________ ___ ______ _ __ ____ ____.____, : SHINSLES M CONTINUOUS RIDGE 1II : ! fL 10'DIA,CAHLRE ' VENT. ___________________J__.____ _____ _________. ---- _ 4'-0' a-0' NBE ON 2B'DIA. SIDING: WC.SHINSLE5 W/WEAVED - .• 'BIGFOOT'FCY)flNb ¢ (ARNERS(4 II]'EXP.♦/-1 .� ____ __________ ______ ; ____ ___ __ ______ _____ __ ------ ___ _ ___ _____ ___ ____ __ __ _ 10N%DIIAA� LASING: IXS,lSN>B/IEAD GASIN6.2x _ ___ _ _ _____________________ _ ____ _ __ _ __ _______ ____ __ _. _ _____ _. ________ ___ ____ ____ __ _i 16FOOT'FOOTIN6 PVC SILL.('AZIX'BRAND OR 9MLAf1J - DWR5. DOORS TO HAVE IXS JAMB/ FRONT E L E V'A T I ON - _ .- IXb HEAD CA5IN6 � �Nn MAINIDORNffJR RAKES: WX3AX5 RAKE/aBOLYJ CFOYMLMOIIDING 5 L A L E /4' a 1•-O -- Y°0 c0c°y,C p'=' O 0 G ON INC.SNIN&LE5 MAIN DORMER IX A/ FASCIA CORNICE MP): M ALUMINM DRIP EPSE: - A, CUSTOM RAILINGS. `p B FWEff ON IX BLOCKING BALUSTERS.AND POST$ IxCROM ON R ny°-y°a u 0 6 n o 0 6 0 CU 00 UU F " ALIGN GAMBREL CREASE �utr� � g �o°fin°O�Y (DORMER CORNICE: ORAKE:1 IX M/IXB E RION-BUILTgUT/ - AKIN& 8 AND DORefR ROOF EDGEaL� - - ° C 0 RN6�aU O 6 Y IS- CORNICE:Ix3/IXB FASCIA: - �� -'�' -5000 GROWN ON I/2'MOO PLY. 10 Ixe/IX8 RAKE Qu o+.U 3 E U _O-CID12 - - MON-BUILT-OUT)FLARED SHINGLE LINE FLARED MJILT-0VT)WL.SHINSLM W IO A- - - CURVEDyBVLOgCpKIIN5A5 NEEDED ON IX SOFFIT _ 1�1�,•I FRIEZE ON OL�KPN6� fBEYONDI 13' FWALL ABOVE LCORNILE \1 - ` V' �w/�YY / vz n/, W(l� o SHINGLED 00,9LE 1 FM - R ,. - Cl H\ O 4 I/2 FRI (15HINGLE " 4 V2 LOM.RETURN W 4mP 12 CoFM DIA.F.6. " Q4 -ABOVEL INIH LE5 L SLu SECOND FLOOR t c1 O W - � FLOOR($ARAGE)O— \ EO EO 12"VIA.F.6 LOL Q `�l z COLUMN HW(B) (� 2%4 P05T DN. I--I BALUSTERS, RAILINGS, W CUSTOM DECAMTIVE LJ_Ld - BALUSTERS.AND POSTS BRACKETS - O r Q O E O IX4 MAHOG.DELKINS \ .Il m W CARRIAGE STYLE ON. - ON PT.FRAME V W UJ COGRS BY LLOPAY a1II.�-.1}I I DLIPAw F6. (14'TREADS) 2'-0'CONCRETE L� Job no.: O456 APRON 18 FLR,d. date DEC.28,2005 -- - 0 FIRSi FLOOR - - ecelo AS NOTED j{7PQF FI IIA ND. 5/IXB RISERS(BOTTOM drawn KMW -BLLESTONE PAVERS i Y�_����J!i i : WALL(GARAGE) i ' ' ' � - i � _ RISER TO BE VINYL) Z AT PORCH FLR.W - Q g O - FIELDSTONE : � av (VEtffER)RISERS ----------------------- �. J i f 1 f' •, (ST�AIRYELL TO BASEMENT ___________ ______ ___ _ _,,_ .___ _____ _ TAININ6 WALL.STEPS. i - __ ______• __ AREAWELL BY LANDSCAPER) � v a IS og 2'DIA. '° ----------------------'-------- -------------------------------'--' 1 u ry o � I O �j ° RIGHT ELEVATION of V 8 -- - - - --------------------C eWt: 5 of 14 OU5TOM RAILINGS n BAWSTEAS,AIm POSTS, y U1 U V D � o Al - LU n n Al B e Al 1 -0- W W e G O N N 1D A"1 A'1 ,In D w b10 N � MI AR / PANT.RETURN FLARED WALL W/ W CROT CROWN - _ . BOZO ON F - I%FRIEZE ON I%BLOCKING , ID WSTOM RAILINGS j �10 � 1^ BALUSTERS,AND POSTS - O a CUSTOM SCREEN PANELS b SIMILAR !1T SgFLR. — — — — — — — — — FLOOR 0 SECOND R 222 r m A[[f — RRbr m T PIA.Fb.' - - •`r L m COLUMN - � l9 0 %4 MAMA.DELKI = _ %3AX8 RAKE ON P.T.FPAHE MOH-BNLT-'E - 04'TREADS) TOM DECORATIVE - - - BRACKET . T'XT'FIN.DIM. - FLR` . O FIRST FLOOR — — — — - .. F — WALL GARAGE) TQE r - r�l ----------- ---- ----- " --- --- ---------- - -- - - _____ __. _ ____ R) ____ __________ STAIRWELL TO BASEMENT �'+ (TtEiAININb WALL 51EP5, ' 'ir , �AREAWELL BY LANDSCAPE _________L ____________ __ __ - 10'OIA.CONCRETE "- _ __ •S T.BE ON 36'OIA. - &GFOOT'FOOTING - -r r __ - .. L L ----- -------L • REAR E L E V A T I O N 5 C A L E: 1/4' a I'-0' - - :!� O Yob INSET AINDOW W/ . - CURVED SHINbLE RETURNS NNSET PALL Al _ . TO BE IS'BACKI P BUQ� <66,Irt�U�on tN GIRVED ROOF - Q b 6 E—6—'t 0 12 I ` a a ' 10 - rTOMCODERATIVE G• 11 D 10 W TYPICAL ELEVATION NOTES .. \ IO z IIVL ROOFING: 6AF TIMBERLINE ULTRA ASPHALT O O LU SKNN6LE5 W/GONTINKU5 RIDGE D - 4 In 1`. z' SIDING: AC SHI E5 W/WEAVED -FLARED P(AW 9LIi11 13 E CORNERS(4 In'EXP.♦/-) YV GROWN ON _ _ CASING: I%5 JAMBMEAD LASING,O% IX FRIEZE ON IX BLOCKING - j ....... LU PVC SILL.('AZEK'BRAND OR SIMILAR) .. D , ^, -1 Q DOORS: DOORS TO HAVE IXS JAMB/ -, IL \/ IN HEAD CASING SUB F1 R` LU SElAND FLOOR MAIN/DORMER RAKES: IX3/IXb RAKE(WILT-OUT) F�/ 0 W W-6000 CROHN M0 01% {� ON WL.SHINGLES - - MAIN pOR�ffR IX3/1X8 FASCU `B FLR SELOV d 1 I' FL�R bARA6E Q yL ISO rl CL5TOM SCREEN (��_ ^' CORNICE MPJ, FV ALUMINLM DRIP EDGE; PANELS O Tu IVL =B000 LFOAIV MOULDINb ON 1 I%FRIEZE ON IX BLOCKING LU = ,m r < ME 1X4 MAHOG.DECKING - - - DORR RAKE/CORNICE, RAKE,MAIM M -WON ILTC ) ON P.T.FRAME - - - v (�CD W (AT GAMBREL): ON I%BLOCKING (14'TREADS) I :; - CORNILE,I%3/IX8 FASCIA; �,© ^6000 CROKN ON In MDO PLY. _ UUU CUSTOM BARN STYLE DOORS Job no.: 04B6 FLARED SHINGLE LINE FLARED(WILT-O)T)WL.SHINGLES W/ O FIRST FLOOR — — WB/L KKl%�AQSp1yEg�EDED ON IX SOFFIT _ d— DEC-2e,2005 1%FRIEZE ONI%BLOLKPNG ...ON ec01e A5 NOTED 0)STOM DECORATIVE : BRACKET �PDF�. tlrbwn WALL(GPRA6FJ� KMW r , - : rev. sg - ----- ---- -- ----- -- -- - --- - ---- - --- - --- - - - - -- o W 8 LEFT ELEVATION — /♦�\ -�W 5CALE, 1/4' 1-0" > b of 14 'BILCO'TYPE 65 ROOF - 1X4 P.T.WE ON P.T.2X SLUTTLE(36'x30') 11/4E PER 12- ON. t RIDGE VENT GAP . - OVER 13/4'X 111 P.T.2XI0 DECK J015T5 U LVL RIDGE BOARD a W O.G.5NAVED DR 1.' 1/4'PER 12'W RUBBER - W 1-EMORANE(DRAIN 1 1 _ (21 2%10 AT NATGH OPENINi TINgIGH SOFFIT) AND LONT.BETWEEN RAFTERS bAF TIMBERLINE'ULTRA Q Q 12- - (SUPPORT W HANGERS) /�/ 2X12 W LURVED 5�/BO'GOX1 PLYWOOD V N N 91�pE�ILED 2XI05 a 16'OL. W12X26 5TEEL BEAM W 2X4 NAILER BOLTED v UI LOAD BEARING WALL TO TOP OF FLANGE OF O UP TO RAFTERS STEEL BEA M)2X6 12 RIDGE VENT GAP P05i DOWN(BEYOND) - 111 YJ OVER 3/4'X II l/B' 2X8 CL6.J01515� I1�^1 x 10 LVL RIOGE BOARD I6b'Dc. _ Q4 V2 T1• I 1 - - R-'A F.G.INSLI.ANON ATTI 12 C G MBE LEI5NE ULTRAROOF A A 3/4•TIb PLYW is 5/B•cDX PLYWOOD �- 2x10 FLOOR JOISTS 2%105 a 16'DL. \ - 3/4'TIG PLYWOOD v, - 14 0 16.OL. AJ-IGN_I�ITN 2%IO FLOOR JOIST5 9 R-30 Fb.INSUATION bAMBREL cREA�E I Ib"OL. OP 077�L R 30 Fb.INBJLATION \ .� O PLATE m BATH. TOP OF PER.. \ I RATE•M5TR.BATH. (11Y1 A OF DBL.T _ ON IGX9 5TRAPPING _ L \ LOFT LOAD BEARINb WALL 4 I/2 - ON 1 5T ARAF�PI�N6 LVT INTO ROOF FOR 12 m wrpow AWN FIx.ASHPRIID m 1-0• BATH. --- . UPPER HALL W LG. 7�/4 ,YWDDD - T4'ia12 LOOR q "e"'"eBE�NNT.LVL RIM \ _ 51.9 FLR W 3/4'CONT.LVL RI O SECOND FLOOR _9 SBGOND FLOOR :�` i O aAppFF ppBBLL pF pBL. T�GST.'lf�TN. 112•GYP.EOARO ;' ff-.,,oZr-: \ / ON 1X3 5TRAPPIN6 - U ADD I/2'RATE - IXb EDGE LGTR. Irz'GYP.BOARD IXB RAFTERS O FOR 50FFI DTL.1 CREASE BEAD BOARD ON IX3 5TRAPPIIK :...:........... -.. Ib'OL. Q (2)2XI7 HEADER ARR�UNIFORMITY - (2)1 3/4'X 9 V]F LVL 2X6 LLG.X15T5 '_ W V2•PLY (311 3/4'X 5 I/2'LVL (11 3/4•X I4'LVL (BLLOLK OD)SOFFIT HEADER HEADER NO)2X4 (2)1 3/4 X 11/4'LVL C ® AS NEEDED) POST WYiI. HEADER W/(4)2%b WG.SHINGLES L-' W G.SHINGLES POST DO I%6 DOE IGTR I� u v CST.BATH. 1/2•COX PLYWOOD CST.BEDRM, c - (3)2X4 P05T DN. 1/n•XI LI's D (2)13/4•x,I/4'LV - BEAD BOARD ` ,V 2X65 a 16'O.C. - - - - R-19 F6.INW-. - - 12'DIA.F.b.COLUMN Ix65 a 16•oL. HEADER (3)1.3/4'%,1/4'LVL- 7 F6.IN5JL. FOYER �T R (3)2. - (5)2XIO Iron.(cow) . 3/4•nb RYWOOD PORCH —ei4•nb P1.rv10aD FAMILY DO YN PORCH . 9 VI'Ab20 FLOOR - FIELO5TONE VENEER 9 V2'AJ5.20 FLOOR - - J015T5 a 16'OL. R5ER5 PORGN W 1DIST5 a 16.O.C. (31 2X4 POST - R-13 Fb.INSULATION SUB FLR. - BWESTpE TREAD R-13 F6.INSJLATION W 3/4'(.ONT.LVL RIM 5.5 FLR e FIRST FLOOR - L"o'N6 W 3/4'CONT.LVL RIM I u P6. • Top OF O FIRST FLOOR AL FOUNDATION WALL TOP OF (2)1 3/4'%II t/6'LVL FOUNDATION 2X6 SIL ON 3 VI-LADY c mr _ 2X6 P.T.SILL W 1/2' 11�� ON cONL OOTINS 4'MPLNLIED LONL A� ATM' WI0X22 STEEL BM. %4 MAHO6.pECKIN6 ON 3%651LL ON SLAB OASE WILDU 0W-O'OL.(—J _ P.T..2X05 a 16.OL 1 Q STONE BASE BUILD LP 2x6 PT.SILL W I/2' FLOOR W CMl AS 1�,2 % .CONC. (2) 3/4'%11,/B'LVL e i BASEMENT oA a•oRol�.'rrrPJ - NEEDED ON 24- 12 KEY 4 p 1o.CONCRETE 3�.LAL1,Y CA1144! BASEMENT - _ FRO"r WALL ON GONG.FOOTING .. - - BASEMENT 5LAB5 TO BE 4• ON 26,X 12 LONLRETE(3000 FSU ON STAIRWELL TO CONCRETE FOOTING BASEMEN SLABS TO BE 4' 6 MIL.VAPOR BARRIER OVER BASEMENT W KEY - 51/Y%5 V2'X I ff . - 6•YELL-&RADED GRAVEL CONCRETE WOO P51)ON STL.PLATE O BASE COMPACTED TO 45%MA%. - 4•TNICK CMJ 6 MIL.VAPOR BARRIER OVER OF COLUMN - a DRY DEN51T, TO 5UPPORT b•MPACTRADEDGRAVEL - my OE ED TO 95%MAX. STONE VENEER DFL DEtbltt - TOP OF F�TIN6 4'S P TOP OF FOOPN6 - i ON 24'%12'LONL. _ 10'LONLRETE WALL = •":. 5 E G T I O N FOOTING W KEY 12 X,2 LDNc.� 5 E G T I O N F iTlNb W�5 q 6' IN.CR 6 ED RIDGE VENT GAP REAR a 10'OL. 5 L A L E: I/4• I -O 2112 W LUtVED 5 G A L E: /4" 1'-O' O AREAWELL - LA RIDGE BOARDS - -12 EACH WAY _ _ G U r<U m 51DE GAF'TIMBERLINE'ULTRA 10 0 y'VoV@J�3;c RIDGE VENT LPP - - 9'-o• // ROOF 5HINOLE5 OVER 1 3/4 BOA D - / 5/6•CDX FLYWOOD oo s c-K 9 6 LVL RIDGE BOARD b'-0• - l4// 5/6-2MO5O Ib'OL. \ uiY ° o `a o m m°�F o 6AF•TMEERLINE•ULTRf. •• s•,U •o 6 $ LU U ROOF SHINGLES I 9 2 XIIOse16 oL.D 10 $,�y�c6o.. �a o-.o ATTIC a �� Q S'p8o° conm8a`a� Io %B9LOVG4'KLVL 5/4-Tib PLYWOOD RNItAR �oo5U��5`3QE11�S D�f]q ( EDEDIFLOOR s Ib'OL. OP OF DBL. W 1 2X6 GLb.JO5T5 12 (2)1 3/4'X 14'LVL 4112 ATE o SITTING r Iy'OL. - W f3)2X4 P05T ON. 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R-19 FG.IN5ULATION b no.: 0456 W 3/4'CON.LVL RIM J� O FIRST LOOR � W 3/4'WW.LVL RIM O FIRST FLOOR TOP OF FOLTroA ON WALL TOP OF tlete DEG.20,20p5 FOUIroATION WALL s.' 2X6 SILL ON ... - i L 2X6 5 L ON cele. A5 NOTED ANCHOR BOLTS 2X6 P.T.SILL W 1 4'HAUNc1ED GONG - (211.3/4'X II l/B'LVL eLLgB ON 6'GR1FiNED PNLHOR BONS WIOX23 STEEL BM. drawn KMW (TYPICAU STOKE BASE BJ1LD UP 0 b'-0'O.G.fTYPJ - IT FLOOR W LMJ AS NEEDED R Z (2)1 3/4-X 11 T/B•LVL e g BASEMENT BEYOND) 10•CONCRETE WALL (2)13/4'X-II,/6'LVL - W RETE FOOTING (2) 3/4'X II,/B'LVL 4 ~ BASEMENT W KEY BASEMENT SLAB5 TO BE 4• BA5EMENT 5LAB5 TO BE 4' 3 In'LALLY GOLUN01 F-0 WNLRETE(3000 P51)ON 4'THICK LMJ CONCRETE(30co PS1)ON ON CONL. nN6 N Q I 6 MIL.VAPOR BARRIER OVER.. TO 5R'PORT 6 MIL FOR BARRIER OVER F Z ry Q 6"WELL-6RAOED GRAVEL STORE VENEER 6'YrELL-GRADED GRAVEL 3 aj ry wWAGTED TO 95%MAX. a COMPACTED TO 95%MAX. iaP OF OO11N6 .. DRY DENSITY _ DRY pEN51tt - TOP OF FOOTING O� A 10•CONCRETE WALL - _ _ - - 10 cONGRETE WALL m ""7 g '- ---- OOC11W, 2'LONL. _______ _ _ ON 24•X 12•LONc. ____ ___ r I U E G T I O N G FOOTING W KEY 5 E G T I O N D w Tv FOOTINb W KEY . -O - 7 Of 14 LU RIDGE VENT OVER 3/4'%II T/B' - - - • -" LVL RIDGE BOARD g, .1 _ 1Q1^^ 101^^ GPF"TIMBERLINE'LLTRA ' • / \ .. 8 I1^1 a YI Yl ROOF SHIN N .r. _ - ° I.OA` °,�•`• ^ I I - 5%H'CDX PLYWOOD -ID-0'• � V 1 W V W • RIDGE VENT GAP - " - 0/� •� -4" 13 - OVERRI1 5/4 --BOARD LVL io 'GAF TIMBERLINE'ULTRA :ROOF SHINGLES 5/H'LDX PLYWOpp" ' ]XI05 0 16'Oc. V _ STORAGE - 3/4'TlG PLYWOOD I/3'GYP.BOARD T SIMILAR b 9/D'AJ5-00 FLOOR - - .` ON 1135TRAPPIN6 - i -♦� �' w-Iq JOISTS a 16'O.G. . R-3O FG.INBRATION - .. / W/3/4'CONT,LVL RIM BONUS 1 \TOP OF DBL Y �ISEAWARD ENTER 1/6 STRAPPIDI6 � /�JE PANTRY GTOP OFOF D� Q �13 F6. .GOWNTO�L�VLO fF)LU5WB0.0 � 0 T 1-0 2"LVL (FLUSH)$HIM DOWN t1 EL, AS NEEDED TO A IGN FL TE a 6ARA� �.. 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BASE ENT M . lo•LONLRETE ._. _ - r. _ TOP OF FRC5TW4LL - r.. .' ♦ P BARRIER ON 4' TO EE AT SANE HEIb - 6 MIL.VBASEMENT SLABS TO BE "v -: v _ LONLRETE FOOTINb - - - . A5 HOUSE HALL - .., WNLRETE WOO P I)ON „*.. - - - i APOR - - 10'CONCRETE OVER 6'WELL-GRAOED + '•` .. - FROST WALL - - GRAVEL CON�ALTED TO ON 24-X ID' 9YA MA%.DRY DENSITY • ` - _- - . LDNRETE FOOTING' ry , V 5E0 T 1 O N V 0 N ° ... .: SLALE:, I/4' I'-O' "-- ., t, -„ •.:. �=SLAL E r I/4.'._ I.:_O. - - . , n , VENC `o_g,p a2;� F`1BDp .s y 11-0' ROVERI3/4TXAIPT/B'.. : LVL RIDGE BOARD -.` : • U O-"�+0" UUc 6 �t GAf TI INE"LLTRA ♦ ♦ - °d s°iiotd �.�sk'V„E 9 SHINbLES 5/Ho PLYWOOD TsQ�¢ dV p 0 T D%105 o1b'OL. sU 8Uc w0=u:��.�C o�Oa 016 OL e INNIL .•¢ A tr r. - ti. - "�' - R-MFG ON 130AR TI . . r PLYWD.SHEATHING I/D'6YP BOA ` I ON IX3 5TRAPPI - - - _ 1X4 IPE DECKING ON y P.T 1X10 FLOOR JOISTSW ]%4 CRIPPLE WALL fl/ 3/a'x 9 I/2'L .. m v BONUS 2X4 P.T SILL YU 1/2' 1 t-1 91SrBAG5�70 FLR 4 6'4 Oc.( P W. ®. � U1�. Z p JO15T5 a 16,oL i R-50 F6 INSULATIO ':. N ALIGN W/TOP OF W/3/4'LONT LVL R -.. ^ c FOUND O HOUSE TOP OF DEL. °.H.B FLR ° A _ r O SECOND FLOOR g O ' PLATED GARA� `.. —, - .. - ". I - - " •� . FL.GYP.BOARD ♦ { -1L r3/4'PT.PLYWOOD ~ r ( O LEILIN6 a H015E W4L5 WL SHINGLES _Y - I RIM X15T - - _ ` - r I/D L6 PLYWOOD - : - - * - Q "-'L Z rLU WI3X36 STEEL BEAM W]X - 2X65 0 16 OL '.. - ` NAILER BOLTED TO TOP OF R IR F b INSIA. ' _ FLANGE OF 5TEEL BEAM; + _ - Q O r F.L.GYP.BOARD AS NEEDED - k SILL ON _ PT SILL W♦ p%4 PT SILL Wr c r: ANGHO OIL.(TS 0 "� - IL GARAGE ;'�((33 -o oLR�Pi� - - ('(�� ,.. (BEY%OND)OST DN. - SUB FLR B. V W W (L R5T FLOOR6ARA6E SLABS TO BE 4'WNCRETE(3500 PSI)ONLOMP.TO 3556 MA%DRY ¢ _: - - . o456 DENR1OX.SLAB TD BE s OPEDHAUNCH DETAIL a FOUNDATION WALL TOP OF FOOTING OVEROX.3'DOWN TO T!b-PLYWOOD IDEL.]H,2Oo5 OVERHEAD DOORS 'AJS30FLOORSLALE:11/2'a I'-O"TS 0 16.OL.10'LONLRETE - F6.IN'JJLATION _. FROST WALL W/3/4'LOM.LVL RIM tale AS NOTED r? £ ON 34"X IJ' _ IgNGRETE FOOTING P" ]'LONLRETE OUST KMW W/KEY µ "COVER(9000F5I) - O ID Q a U SECTION G of. ' ��'8 SCALE. 1/4 _ 1 -O.. _. - WW C BW b IN of 14 ° . ° n Q N IN _ ;- -• b I 1 w4_ V 0 Q NOTES O - FIR5T FLOOR J015T5 TO BE E3015E CASGADE v, V q 1/2" AJ5-20'S @ 16" O.G. AlW/3/4" RIM J015T,UNLE55 (Q s NOTED -'ENGINEERED FLOOR J015T5 V 7 ---------- - -__ A NFAG URERS GUIDELINES TO M AND SPEGIFIGATIONS - -- -- -- _ - - -- tb•O L. A NT.P.T.2xB POINT LOAD(FROM ABOVE) }� 0`� V V LEDGE R (PROVIDE BLOGKING A5 NEEDED) OONT.PT.2x10 V O - E LEOGER a Ib'OL Q A8 dR aA aR � U t N ----- - - -- _ - - - - - - - -- _ u 2x6 ENLT4P SND WALL P.T.2%10 FLOOR I J _ _ C T.(SEE DWG.VA-U - .. „ i ___ - - .. .. P.T.5/4•RIM)*,VA-0 CO ' •' NT.(SEE DWG. , N x - • ' P.T.2%t0 x (B)P.T.2%10 IFLIfiYV �3)P.T.2x10(FIB Y(/ i , a , - __ 10 22 L ' WI %2 STE 8 WI % $TEE %2 STEEL 8EA I - .:...:- ' . - I I CI— ;(2 Ll/t XII b.. r , r x c (2 IB/4 X9 'L (FL 1 s� r��r Sy Q0,96 xl Pl (2 3/ X�I /B'L L T) 3/4' II l/ L 12)13/4 x 11 B'L L _21 13/4 x II 8�L L� i'll 3/4 x II B_L l C I - a $ }^ r..E.1 b p % -- — — — — — — — 37'P.T.2%IO IFIL5l1)' ,'(B PT 2%10(FLI!Il �n a Q 0 0 0 0 0 r O r r r r ;r , r r -J - ' �� R�°coni°=nEc Y LU -III r r n m -- - ----- xi ri �d a 5TRUCTURAL DE516N CRITERIA LLJ Q Z m — —�Or' /4 1�' — — - --- 5�P5FF DL FIRST'FLOOR � � O � -------------------- ---- ---- - ------ - SEOOND FLOOR 30 P5F v 4 p 10 P5F d p ATTIC/5TO. 20 P5F Q Z IL / ------- -- - - -- ------------- ------- 10 P5F ROOF 15 P5F - -------- � ------ ---- 15 P5F v (p ---- - EXT.WALLS l5 PSF DL ,lob ro.: 0,,8 - INT. WALLS 50 P5F DL - dale DEG.20.2005 - DECKS/PORCHES 60 P5F 10 P5F tale AS NOTED . - dre KMW F I R 5 T FLOOR FRAM I.NG . PLAN oS Q SCALE, I/4' a I'-0" LLm A-9 0 a pF w v eK: Cl of 14 NOTES d - ALL P05T5 @ EN05 OF BEAMS TO BE _ (2) 2X4'5/(2) 2X6'5,UNLE55 NOTED Q N - ALL WINDOW $ EXTERIOR DOOR HEADERS TO BE (2) 2X6'5 W/ 1/2" PLYWOOD,UNLE55 NOTED Al ES - ALL DOOR HEADERS @ INT. LOAD Al T' BEARING WALLS TO BE (2) 2X6 W/ .L L 1/2" PLYWOOD,UNLE55 NOTED - 5EGOND FLOOR JOISTS TO BE A 8015E-CA5CADE 4 1/2" AJ5-20'5 16" O.G. W/5/4" RIM J0157, A� UNLE55 NOTED q. - o EPP..T.2x _ I Q x - POINT LOAD(FROM ABOVE) (PROVIDE BLOGK'G 'D)A5 REO Ae U s 0 E (3)�xb (S)TXb )T � (S]X6 P T ]X6 _ - _ I, - INTERIOR LOAD BEARING WALL — r 13nXgr c 3J4 + {1 L J 4 k < n/ LL S +' iJG. u (4 2x6 I < - ENGINEERED FLOOR JOISTS P TI TO BE INSTALLED PER MANUFAGTURER'5 GUIDELINES - (3)26 P T AND SPEGIFIGATIONS 1 I, )I Slz+"ri Tco �I Ix Iym xl __— Cf)13/4'%9 I/1•LVL—_—_® T up T I T I 9) Xd i P oN. I (])1 /4'x 14'L TO DR. 2m .-- — 1X - ]JU]5016,04.SHAVED I� T i� POST WV01 SEE DWG.WA-T L — 2)]13H — XI]H Im — 2x]5OI'OL.SNA Im n �2xl� I U�SJ��ay��b�8°�§nU°uaEo k� aEo���oB T LU 1x6 cL6..)olsTsi Z G P 5TRUG7URAL DESIGN CRITERIA LU z a FIR5T FLOOR 40 P5F LL Q I ° 3 �. 15 P5F DL LU dl F) $. $ - - SECOND FLOOR 30 PSF- Z LL i I I 10 P5F Q O° c - ATTIC/STO. 10 P5F ry 1 mi yl� Al LU LU ILL n 1-4 X v a' _ _ ro 3/4' 9 'LV �) 3 4 4 - ROOF 5OPSF� Q Q z POS .(3 13/4' S V7'LA ( ]X6 IF (FLUSHI —J� p !1/ N z rd EXT. WALL5 l5 P5F DL 0 I�L W INT. WALLS 50 PSF DL DEGK5/PORGHE5 60 P5F jOb 0456 . 10 PSF aeie Dec.�e,coos d - <ele AS NOTED SECOND FLOG R FRAMING PLAN d4w^ Kw z SCALE. 1/4' 1 -O O ev. V N N °m A-10 W o o� .n1: 10 OF 14 00 NOTES x - POINT LOAD FROM ABOVE (PROVIDE BLOCK'G A5 REO'D) p _ - ALL WINDOW HEADERS TO Al BE (2) 2X6'5 W/ 1/2" PLYWOOD, 2x10 aG.JO15n B UNLE55 NOTEDALL DOOR HADER5 @ INT. _ .L LOAD BEARING WALLS TO BE U (2) 2X6 N/ I/2" PLYWOOD, 2 2x1a `n `n 1 :Y UNLE55 NOTED U INTERIOR LOAD BEARING WALL h 2x10 GLG.-151 Ct _ O E - L u � ---------------- ----------- A u A6 2x10 LLG.J015n I 2xB LL5.,pl5n .0 04. 0 g 2x10 LLG.JOISTS p;o ' �1xB LLU..I�ISn G Ib'0,.. - m _ POST _ 290 LLG.JOISn - 1 (31 3/4 x II -1 _— - rCR _______ _______ m a 12 n 31 %9 N N s1 1 o_ p001 LE 10 a JRw ---------- u LU ---------------------------------- ----- - n® � Q - POSTm __( .__. 3) xa ._. 6 5TRUGTURAL DE516N CRITERIA W d m I roi" q 18 GLG,XISs 2"ILI.J05r5 1 3,2xb - F I R5T FLOOR 40 PSF LL � Z o.l O.C. .—max PoSr Oe. -• -15 PSF OL - Q OQ � x ° SECOND FLOOR 30 P5F ml -2"LLG.J015n 2"GLG.J015n Im - - 10 P5F. � LL •1 00. dooc - ATTIG/5TO. - 20 PSF Q Q Z � Al - 10 PSF Q/ z - ROOF 30 P5F _ _____ __ _____ ____ __ _. I&LEVIER-� 1 I 15 PSF � ,(� v W(Ll � LU �G "CLUp - EXT. WALL5 15 PSF OL Sj 3•dG 10 RPFTERS Job ra.: 04E6 INT. WALL5 50 PSF DL dote DEG.20,2005 DEGK5/PORGHE5 60 P5F IO PSF male Ks I+orEv dre KMW C E I L I N G F R A M I N G P L. A N N �m A-11 0 o� t - U e m II of 14 r 2X10 RAFTERS A-1 e 16.O.c. Al NOTES 2XIO NIP W 2x10 I r I N - ALL POSTS @ ENDS OF BEAMS TO BE - ' .�1'xa (3)2X'o' _ ;±tl ( f4/2x4 (2) 2X4'5/(2) 2X6'5,UNLESS NOTED °� mar A - ALL WINDOW HEADERS TO BE (2) 2X6'S 2XIORAFTER3y s N !n W/ 1/2" PLYWOOD,UNLESS NOTED a lb oL. V/ - ALL RIDGES OVER 20'-0" LONG e - 2"oRAFTER6 ry TO BE (1) 1 3/4" X 11 1/8" - PROVIDE 2XIO LEDGER BOARD RAFTE T YIIDNKALK DET FRAMING AIL,1. OVERLAY FRAMING FOR RAFTER 2xIO RS I 2x10 RAFTERS = L 6AM5REL CASE BEARING/SUPPORT i '+R_ 2X6 I O16.OL. WIOORDR ROOFL E 7 w IT - T 2%10 RAFTER5 a' - INTERIOR LOAD BEARING WALL 0 16 oc. - Ip -- -- --- --- -- - - - --- O O o ei e 16 TERS _-- , ---- =1 OXIO RAFTERS - - V N n. f� rve < rLr�a� 2x10- TER _ 2xlI RAFTERS I --- 1) P)1X4 O POST 113 '%I T/B' VL _ 6X6 P05TDOM U O 13 •% T VL_IIGE - -- --- --- --- L �i F1 12X4 0, U T WI2x26 TEE P�- _— o dO dO !Sr i P T PD5 ON. . SE ING WAL i 2%10 RAFTERS O '�`� 9aG' AL 2L II l/'LV RI .__. 2XI RI x •IWOL. Im AE 12) %l0 ry e �r M1 e ry e d O N. .-A � W I DO POST 2XIO RAFTERS _ �y 'yk'y'� /13 'x I'1/b' VL —— DONPI - Ib.OL. Sn O d O - a R i. V rve ay 2 ^ 2%ID RAFTERS a 00 O r O.0 2%10 RAFTERS __ 016'Ou. - - rr0 ' ER TO SELTION A-M i r r r r FOR RPFTER/PLATE DETAIL Now 2%10 RAFTERS - - r 1' h i BEARING WALL BELOW r rl rI r , _ r' ' _ O ' (3)2X6 _. la'h,r. 12X4 (j) X !)13/7'xld•LVLr- 12%b - - - Ys��.Qo u�iQUnon POST T p e 16•ou. it I w TO - Osyy� U 2XIO RAFTERS B RI WAL "" m l To Q b)3�Li 5 J O V r�t1 6 _sl al al si o e POSTON. rn-o os °u ,a 1 , a' 2xlo RAFTERS m 2AO RAFTERS 2.0 RAFTERS o 2XIO RAFTERS e _ ---- a°b °E+ . e e�o 6 O.O ry 6. cl el6'OL. %i el6'OL. elb'OL. K1 el6'04 OUwQ�Q 9 °6eaoo° m i e/e• 1/ _ f3) _ _____ __ _ __ _ _ _ _ • _ I Or rx6 r c i ORd� _R 5 0 Av/ 2X12 CARVED -- RAFTER5 W/2xe - - W _ O/ NAILER ALONG Q O Z y Y ,. oRQdd,, 2X10 RAFTERS ,1, ,L�Ill J e I6'oL. I lLLrnLJ V 1 W W UL Q Z LUtL z j Out LL a 12� �1 rN 1�.6 In _ Job n 0456 a date .' DEG.2e,2005 Ala A5 NOTED ROOF FRAMING FLAN �� ROOF PLAN z 5L ALE: 1/4•• SLALE r I/8 I'-O•' O N of m om A-12 o oW ant: 12 of 14 LLI o 0 U 61 0 0 : 11V1. ___ ___ ___ ' = L V10 RAFTERS - U � ]Yb Ub.X15T5 - 16'OL. _ BEARING WALL BELOW �.. G G - 2%10 RAT-TER5! - L OL.. 1 1. 211 Ile i / \ /r•!�' F 3+vi\ °� F ni,34\ m� \ �'� o O4. F - \\ / / qg --- -_h 1-- h�. . � qg - sj\ • qB rep ° � 000s5 pit"oo� �hQj/ }/4`r ��/a °h\ ho•'0 / q r �E� _ aooS° an6 tom=oU ou°o° aEo 10 /\ per+q _ y r LU j z �Q z p DL LU uj Z ZA t0 � SECOND FLOOR FRAM I NO PLAN OE I L I NO FIR A M 1 N G P L A N ( GARAGE ) R O O F F R A M I"N G PLAN ( GARA (5E ) LU �Z tu SCALE_ 1/4' • 1-0' SCALE, I/4" 1--O" SCALE: 1/4" . 1-0' Q NOTES d� - ALL F05TS @ END5 OF BEAM5 TO BE - SECOND FLOOR JOISTS TO BE (2) 2X4'5/(2) 2X6'5,UNLESS NOTED 13015E-GA5GADE Cl 1/2" AJ5-20'5 ,ob np.: 0456 @ I6" O.G. W/3/4" RIM J015T, - ALL WINDOW 8 EXTERIOR DOOR UNLE55 NOTED date DEC.48,3005 HEADERS TO BE(2) 2X65 Wl 1/2 ice le AS NOTED PLYWOOD,UNLE55 NOTED x - rOINT LOAD (FROM ABOVE) tlr°wn KMW (PROVIDE BLOCK'G A5 REO'D) z ALL DOOR HEADERS @ INT. LOAD ° BEARING WALL5 TO BE (2) 2X6 W/ - INTERIOR LOAD BEARING WALL ' 1/2" PLYWOOD,UNLE55 NOTED m g $ - ENGINEERED FLOOR J015T5 s°v n TO BE INSTALLED PER CD GUIDELINES MANUFACTURER A—13 'S " AND 5PECIFICATION5 , oLL' g r > 13 of 14 2%10 RAFTERS o Ib'OL. I] A - - I] U W/RIN5ILATION - GAF'TIMBERLINE'LLTRA - SAP'ill-®ERLIIff'LLrRA V IX5 5TRAPPING AND —— — 10 ROOF 5HIN6LE5 ON - R LAB.EHJL ON ON COX 10 In•GYP.BOARD 12 — _ 15 LB.FELT ON 5/5'LDx 12 bAP'TIMBERLINE'ULTRA 15 LSD LT ON IN6 Lu RYWD.SHEATHING �� "ROOF SHINGLES ON U! Y! IOD IS L. FELT ON'I8N LOX RY,SIEATMIN6 WL.SNIN6 DE O Q ' In-WD PLYWOOD 6 GAF'TIMBERLINE'ULTRA - 2X45 m V OL. AXIO RAFTERS m 16'IOL,ON ROOF FELT ON ON — — W/R-30 F b.INSRATION - R-IR Fb.INS,L. IS I.S.FELT ON 5/5'LD% I%3 STRAPPING AND V3'bYP.BOARD o PLYWD.SHEATHING In'6YP.BOARD - XB itAFTERS O L. ALVM.DRIP EDGE O 'Q'^^ 1Q^ NV'4� ALUM.DRIP EDGE '� I Ix3AX8 FASCIA � Y! N ALN-01,DRIP EDGE ALCM.DRIP Ep6E pp � A FA IA_——— Q IX5/1XD FASCIA I%6 EDGE I LTR. NOISE FASCIA BEAD BOARD I%SOFFIT 1X3Ax0 FASCIA mmm((( K' 2.CL6..O155 Q pp IXSAYH FASCIA I1�1F1 p �i 7v O 16'OL. i{ NEEDED.AS ,y 10' ¢4 Y I0• Ix SOFFIT YV LONr K T •(N PERF.VENT(BLACK).VE T rH000 CROAN ON R I/2. oo WIDE BY'LOR-A-VENT` IX FRIEZE BOARD I/2'C X X SOFFIT W/CONT. T CKIN I PERF VENT Y. S RE . (BLACK)I' S - eH000 GROWN ON IX SOFFIT ON ON 1 �{ Illuuu WIDE BY'CDR-A-VENT' R[ - T IX FRIEZE BOARD q p• g �I� - ON Ix BLOCKING (F)LUSH 4FRAMED)2x5 111�• v l`! .ROOD GROWN ON Q IRA—DOWN AS NEEDED IX FRIEZE BOARD .I_ IX NERD TO LA51N& T STI.D p +} UI K ��14 • Y ON I%BLOCKING In'ExP1 �"� I o ^BGdO CROHN ON D IXb EDGE AND CENTER O FRIEZE BOARD BEADBOARp ON I%BLOCKING ON IX5 HEAD CASING F - O TYPICAL EAVE DETAIL (MAIN)' - In•.PLYWOOD rr SCALE,1 In••V-0' I 12'DIA F.G.COL. O TYPICAL EAVE DETAIL (MAIN) V(3)2X4P05TDOWN / U s 4s SCALE I In' I'-0` � I I \ �� %1' V ) RATE ON SET BLOCKS TO HE �3)2x10 BEAM SET ON 4' O N V - - ( In'PLYWOOD THICK CAST ON IL - I (PROVIDE BLOC INS MILK FROST WALL T. . V4' FROM OF. AS NEEDED) I T SM m HOLES �12 GAF'TIMBERLINE•ULTRA Q 4 1n ROOF FELT ON5 ON - - - - IPI.LS.YWD.5HEATHN*LDx I I AND 5TONE TREAD(l4') I I AND PORCH FLOOR bAF'TIMBERLINE'ULTRA—` LTRA - 12 - W/FIELM HE I I ROOF SHIN5LE5 ON - _ 12"DIA F6.COLUYM VENEER R15ER5 IS LB.FELT ON 5/0'LDX 10� I XIO RAFTERS o AND O.C. PLYWD.SHEATHING — — W/R-30 Fb.INSULATION IK3 STRAPPING AND _ I I BJB FLOOR In'GYP.BOARD — O MAIN HOOD, / - SUB FLOOR_ - 2x10 RAFTERS m 16"OL. - In'MIN.THICKNESS HV R-5p F.G.IN5V ATION ALUM.DRIP E06E MAIN HObE IX4 MAIO6.DECKING MORTAR - IX3 STRAPPING AND —� ON P.T.2XIO DECK JOISTS _ In•6YP.BOARD —— Kqy VENEER TO BE SET ALCM.DRIP EDGE 1X5/IX8 FASCIA ORECJ RBLOLK9 AS T I I T14 OFF _ Q m I%5AX0 FASCIA p _To �DA MO I /IX P.T.SKIRT BOARD 2XI W// I Y IX SOFFIT WKN _— ON — S ` b S. p PERF.VENT(BLACK)I* IX SOFFIT W/WK. s WIDE BY'COR-A-VENT' I - PERF.VENT(BLACK)1' WIDE BY'COR-A-VENT' I A B LOT7 T��7 I IJI S„p'�por;Oaiti S'ZL'oOBm % ZE BOTAR�D - 10,�N FPOSROST HALLWATLL .. f Y o a 3`CCJ o gl 2 t n'•Q a+�3 I. o6ppu+ `Q Dbsi�m_pt3 FHOOD CROWN ON a ON I%BLQ'KIN6 ' L' ` U J 0 i c c n 6 IX FRIEZE BOARD ON I%BLaKINb15 •• Xo�ypO°�`�6m°��paU 2o�L��,`o2 Eu�o mm O EAVE DETAIL MSTR. BATH. DORMER O DETAIL AT REAR PORCH O EAVE DETAIL AT FRONT PORCH sQaoao� 2�osp 51-ALE,I In'.I'-0' SCALE, In`.V O SCALE I In'.r-0• o °"-n°c }}°p _ y£ guN.- wc_0 O EAVE DETAIL AT LOFT 2 -0 Y LJ GAF TIMBERLINE'LLTRA - - � r SH INGLES HINGLES ON p - .. - Q 0 IS OF HI1 ON 5/H'CDX - - - PLYWD.5NEATHING 11` 6AF'TIMSERUNE'LLTRA 1XBAXB ON -v ROOF SHIN6LE5 ON •BNLT-0 RAKE (ICE N WATER SHIELD BELOW 5HIIGLES) B ON _ W eB000 GROWN ON BUILT_ BUILT-G!T RAKE ll IXb LOCKIKE ON (2)I/4'CD%RYWD. IX BLCLKINb ON _ -HDL1D GROWN N - z' SHEATWNb ON 2X12 In'LDx RYWDOD - %BLaKI K ON - W - G•RJED CUT RAFTERS 2Xa5 m 16'OL. - O WL,.SHINGLES 1 In'LDx PLYWOOD .ROOD GROWN ON m I O.L.W/2XB - - 2X45 m 16.OL. 'Xb SLERAKE ON - NAILED ALONGSIDE 12 }WC.SHIN&LE5 BLOCKING ON 1 1X3AXH ON ly RAKE 1D WLT 2%45•Ib'OY LSD 4 -OUT - - W.G.SHINGLES •(� 11II111yy1f ALUM.DRIP EDGE - - - PROVIDE ICE AND WATER (� l!J L J I--I _SHIELD AT ALL ROOF EDGES I�D` I%3AXH FASCIA _� ALUM.DRIP EDGE - � �„} LEAD COATED COPPER AND VALLEYS '(FLASHING ON PLYWOOD SHELF(OR SIM) O r 4 Lu 2.FRAMING J FLARED SHINGLE RETURN m W Z666� - (AT LOFT GAMBREL) V o co Q PROVIDE ICE AND WATER CUSTOM DELORATIVE� SHE Ai ALL ROOF=5 - AL".DRIP EDGE BRACKET AND VALLEY5 ALI.PM.DRIP EDGE I''-7 y - � - )Ob n0.: 0456 IX SOFFIT W/LONT J 1X9/I%B FASCIA ON DEL.26'2005 PERF.VEM(BLACK)I' WILY-OVT RE— 1X3/IXH FASCIA ON dole WIDE BY'GDR-A-� LEAD.ON COPPER _- WILT4VT RENRN FLASHING ON PLYWOOD SHELF(OR SIM) '_1_L- ...I. AS NOTED .HOOD CROWN ON - IX SOFFIT IX FRIEZE BOARD p drown it KMW ON IX&lKKIN6 9 _O PERFIX VENT W/_AO � W/R-30 PIS,INSULATION KIM VENT fRLAGK)T .8000 CR0, ON 1&000 CROWN ON ~ IX5 STRAPPING ANp WIDE BY'CDR-A-VENT' • Ix FRIEZE ON I%FRIEZE ON V2'6YP.BDPRD u I%BLOCKING I%BLOCKING O . .IIDOO CROWN ON -9 9/4' - WC.SHINGLES _ vtL.5H11YaLE4 mv. E 1X5 HEAD LASIN6 Ix FRIEZE ON - V2'S a 6'OC.Op V2'LDX PLYWOOD O TV 2%a5 m Ib'OL, b' U Q F IX FRIEZESLOCKIMO - 2x45 0 16'O.C. N Im O EAVE DETAIL AT BATHROOM O TYPICAL RAKE / RAKE RETURN DETAILS AT EAVES (MAIN) Om —14 SCALE,1 In'-V' ' SCALES I In•.I'-0' _ Cl W I i mw N o r .Wl: 14 o f 14 k BARNSTABL HARBOR GN CR I'TER A , 'EVA T ONS DES�� NVER T El NVERr, AT BUILDING" DES IGN FLOW:, 5 BEDROOMS AT 1/0 G.P.D. PER T 'IN ' EPTIC .TANK: �22,Q INVER ' L ACCESS COVERS,MUST BE W1 THI N 9 M I N I MUM. INVERT OUT SEPTIC 'TANK� 2 1.1 Z5 BEDROOM, EQUALS 550 6.P.D. 6' OF FINISH GRADE RCE RO' J* MAXIMUM COVER 28.0 'Box. 2 FIRST 2* TO INVERT IN DIST, 0.4 LOCU NO GARBAGE GRINDER 'BE LEVEL INVERT OUT DIST, BOX. 20, MIN 2 OF PEASTONE tNVERT' IN,LEACH CHAMBER. 20.4 4 DIAM PIPE SEPTIC TANK REOUIRED; 314', - '1 112' DfA. 'BOTTOM OF LEACH CHAMBER-' 18.4 -k 200K G.P,D.' 550 /100 GAL. 14 �' ADJUSTED 26.0 21,75 1 DOUBLE WASHED STONE GROUND W�TER: 2 GAS SEPTIC ,TANK PROVIDED: 1500 GAL. MIN. R UTE 22.0, 'OBSERVED GROUND WATER: 0.4 20.8 SAFF4L GAL LEACHING CHA 3 OUTLET MBERS 7.0 SOIL ABSORPTION SYSTEM REOUIRED: D BOX STONE AROUND.'� 2.�8 ff� x 50.5 x 2 d INDEX, WELL SDW 252 I ZONE, '1500 GA� A',-:, DES I GN PERC RATE' ( 8,MIN11WCH S RQ I IV, NOY 06 READING 47.2. ADJ. 'i OIL TEXTURAL ,CLA$S SEPTIC ,TA.... 6' CRUSHED STONE OR EFFLUENTLOADING RATE 0.66 6PDISF COMPACTED BASE 550�GPD' 1,0.66 GPDISF 834 S.F. . REOUIRED. PROF L E : NOT TO' SCALE 'L OCUS MA P 5-500 GAL LEAC141 PROVIDED NG CHAMBERS W14' STONE AROUND. A-899 S.F. 50.00, 899 S.F. x 0.66 594 G.P.D. S 89*20*02*E /*11 27.6+ EDaE OF PAV DR I VE 0 r ----- 4 88* 10'47*E 204.78 ' 8B* 10.'47*E 193.94 ...... LOT 78 PROPOSED w DR PENA Y 03± S.F. PROPOED DRIVEWAY rRANSITEL PED *W �s 88 10 4 7 W N205.49' 197.09 -S 880 10 '4 7*W 40. TPOI ia.7 GENERAL NOTES ,2�, SOIL �TES T PIT DA TA THIS 'PLAN IS,FOR THE DES'IGN AND CONSTRUCTION OF THE SEWAGt�,DISPOSAL YSTEM AND P MITTI`NG� w INDICATES INDICATES PERCOLATION OBSERVED PURPOSES ONL Y. TES T GROUNDWATER P*9927 TP �,.VERTICAL,DATUV I S A S S WED. F 0 R B ENCH MA R K S TP i2 2. TP *3 SET. SE E s T .'PLAN. 'HORIZON TEXTURE COLOR ORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 0 25.6 0' 26.5 0* 25.6 3. ALL CONSTRUCTION METHOD$ AND MATERIALS AND +25.C5 0 0 TP*3 MA N TENA NCE OF ,THE ,SEP T C S YS TEM S14ALL ......... ............ CONFORM TO At 25.4 J- - ----- ....... ................ ASS: D.E.P. TI TLE .5, AND LOCAL .' 26.3 3 ............. 25.4 LOAMY IOYR LOAMY IOYR L OAMY IOYR BOARD OF HEALTH REGULATIONS.- +24.7\ Ex IST�,NG ISA4,-E A A SAND 314 ''SAND SAND 314 FL-25. . ..................I...... TP*2 9* .............. 25.9 /0"_ ...... 25.7 8* ...... 1............ �24,9 4. ALL SEPTIC,SYSTEM COMPONEN TS L OCA TDJ UNDER L OAMY B L OAMY IOYR LOAMY I`OYR A UBJECT TO VEHICULAR' F_ REAS'S TRAF IC OR GREATER SAND 518 SAND 518 SAND' 518 APABLE OF:WITH- THAN 3 IN DEPTH SHALL"BE . 18 24 ........................ ....... - 23,6 24.. ...................... ................. 24.5 24'- :.-....................... 23.6 iSTANDING H-20 WHEEL LOADS. LOAMY 2.5Y L OAMY 2.5Y SANDY IOYR SAND 616 SAND' 616 LOAM 516 5. ALLSEWER 'BE $CHEDULE,40 OR. 601 (4 A41 541 PIPE SHALL' 25, (8 M// COMPACT APPROVED EOUAL �$EPTIC TANK,AND D-BOX'$H Li�- BE REINFORCED 96"- ............ .......... 17.6 72"- ............... 20.5' 6. A'AND OHT;,"' D-BOX SHALL SOIL REMOVAL LOAMY SAND IOYR, kED-'COARSE IOYR PRECAST CONCRETE' 4- C2 C2 27.3 SEE NOTE 9. COMPACT 516 BE WA TER TES TED TO CHECK,FOR' L E VEL WHEN SAND A ,GRAV 618 120" 15.6 96 ......I............. 18.5 96 17.6 IS A40RE THAN'O�t O&MiT. NO WATER -LOAMY SAND IOYR NO WA TER 4- C3 COMPACT 516' BEFORE,,CONSTRUCTION'CALL'- -DIG-SAFE7. 120* 16.5 ,LOCAL,WATER DEPT.' 1500,GALL\ON SEPTIC TANK NO WATER .0 4 FOR LOCATION OFi'UNDERGROUND UTIL ITIES. TP#6 TP *6 TP *7 DA TE: A NVA R Y 2 8. SEPTIC SYSTiM' NSTALLEP'�SHALL NOTIFY THE 6.,, 2001 HORIZON TEXTURE COLOR HORIZON TEXTURE COL OR 4-500 OAtLON 0 .5 DESIGN.EN I IVE E m Twc DA YS, P IOR TO CONSTRUCTION Ll Rs TEST,BY: STEPHEN HAAS 22.4 0* -'22' FACHINO �HAMBE R -' D6NNA MIORANDI LOAMY,, STONE�ROUND W1 TNESSED 8 Y. LOAMY W14 10YR OF THE -TO ALLOW FOR SCHEDUL I NG OF THE 3/4 A SAND A s TO : 8 k1N11kCH 314' SAND CONSTRUCTION4NSPECTIONS OX\ ............. . ........... ....... 21.5 D- . ......... ....... 21. 1 I� ...... D /(5 LOAMY IOYR OAMY 10YR LE MATkkiA - ,B UNSUITAB NS,i ALL SAND 518 8:NOR I ZO $A NO TP *4 TP *5 SA �L 22�4 36. ................. ...... ND:" AYER.�, DOWN TO ............ B 1 19.4 36-- -- 19.5 I 4 'EN ONTERt& 0 IN vE:k r. OF THE 0' 22.4 � L MED SAND 10YR EL Co HORIZON TEXTURE COLOR C LOAMY'MED IOYR EL W 1TRE ORIZON �TEXTURE, COLOR 0' 22.5 SAS 'TO 'BEREMOVED FOR,A DISTAAICE,;OF AND _5 AROUND L OAMY IOYR GRA VEL 616 LOAMY , IOYR 76 . ............. ........... ............ 17.2 AND REPLACED W1 TH SAND WACCORDANCE TH A A GRAVEL. 15. 1 � '64' WI, SAND ND 618 SAND 314 SAND 314 71 TLE� TP#7 LOAMY ............ 2.5Y . ....... ........... 21.2 88.1 , rp#5 12" 21.4 16' C2 SAND 616 -LOAMY SAND 2.5Y LOAMY JOYR LOAMY OYR _k C2. SAND 518 'SAND 518 FRIABLE 616 S,'BEEN ADE'ASTO' /0. NO DETERMINAITI ON HA ....... COMPL 1ANCr'W1 TH�DEED � 120-' 48-- ------------------ ...............11...... 18.4 36'- .......... ........ ...... ... .......... 12.4 RES'tk C r I OAiS�'Oft'ZON I NG, 19.5 132-' ........ ....... ............. 11.5 LOAMY 2.5Y IOYR, EMA ,,THE IENrS C MEDIUM , IOYR kED I UM C3 'MED I UM IOYR REGULATIONS. IT $HAL c / L, R 1W C3 ECI, SAND 616 SAND 618 SAND 618 , .,RESPONSIBILITY.'ro�168rAIN s P AL SAND 618 FRIABLE 66-- ------ ...... .......I.,....... 17.0 144 '10.4 PERM TS., -VA R AICES ETC. FOR T141 S','PROJEC T, LOAMY , 2.5Y C2 1761 7.7 /60-' 7.5 SAND 616 RESPON$1 � NO WA TER I T SHALL REMAIN THE, ',CL ENT 810 Ty 120. .............................. 12.4 TO HAVE THE'PROPOSED BU ILDINC FOUNDA TION _C2 MEDIUM 138. .............. ..................... DESIGNED, TO ACCOUNT FOR E'EXI S T NG, - it.0 HE DA TE., MARCH 9. 2007 SAND 618 'AND SOIL CONDITION AT THE LOCATI 10.4 Cj MEDIUM IOYR - TEST BY: STEPHEN HAA S ON THE 144 2J.31 618 ULDING. AND WITNESSED BY: DONAL L PERC RA TE: 4 MINIINCH TE P L A '1\1 O'F A'N D, 168 8.4 186-:- 7.0 NO WA TER -L: o .o o�2 0 E-A 0 0 CO UP T "A P,, 000 PA R c LOT 5 DA TE: DECEA48ER 15. 2006 56, JI6± S. F. TEST BY,- STEPHEN HAAS LEGEND .. T 7, R V P 0 IV 77 WA PLAN WAS LOCATED ON THE GROUND 18 E'CB CONCRETE BOUND BY SURVE ND 14AAS t' -W- WA TER LINE Cj EXISTS S SHOWN AS OF THE DATE' 40, SCALE 20 �JA IVUA R 3 .2006 HYDRANT OF LOCATION. GAS LINE: A G L S' U FR V F Y: I N,-G 1 ,-N C OHW- 0 VER HEAD. WIRES THIS PLAN IS FOR PLOT PLAN L GHT POST :.9 2 3 F o u t e �,e A, PURPOSES ONL Y A AID NOT FOR a r rnc�u t UNDERGROUND ELECTRIC LINE p c:o,r,,t RECORDING. DEED DESCRIPTIONS _T UND 508 Z 6 2 ERGROUND;ITELEPHONE L INE 2 OPERTY LINES. -CTV UNDERGROUND CA8LEVISIO N LINE 5 08 +-40. ',SPOr, ELEVATION 06, 'EXISTING CONTOUR THIS PLAN 'IS VOID NO 7' REVISED: JUNE 5. , 2006 40 -20 p mpg!" 0'STAMPED AND SIGNED IN RED, -24' ��`�006'(,ft�v REVISED ISED.- MARCH 'PROP $ED CONTOUR DOE"OFPA VE 0 /0 20 40 FIELD.*CFWIEEK CAL'C: SAW&W FOB 'NO: '03-O�_JT CH C