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0002 INDIAN TRAIL - Health
8. Indian Trail Osterville A = 091 001 1 4 tl- t yy] 0 9 F i owe q I } P A 9 COMMONWEALTH OF MASSAC .. H USETTS E , a EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRON MENTAL.(PROTECTION . TITLE 5 ,OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE,DISPOSAL SYSTEM FORM PART.A CERTIFICATION Property Address 8 Indian.Trai1 Guest House$uildine 3 04 . Osterville MA 02655 Owner's Name: Indian Poiht Inc. Owner's Address Date of Inspection: October 10 2012" . Name:of Inspector: (Please"Pr}nt) JarnesM.Ford Company Name: JdiitesA'Ford "Mailing'Address: P.O.Box-49 Oster ville,MA 02653=0049 Teleplroiie Number: (508)•862-9400 CERTIFICATION STATEMENT ~ I certify that I have personally inspected the sewage disposal system at this address and that the intori nation reported below is true,accurate and complete,as of the time of the inspection. The inspection was performed based on my training and experience.in the proper•function and"maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant'�toi Section 15.340 of Title 5_(310`CMR 15.000). The system: Passes ' V" Conditionally Passes Ntieds Further Evaluation by the Local Approving Authority ails Inspector's Signature:' : Date: October 26. 2012 The system i ector shall sub i a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30,days of complet ng tl�rs_insectioii. If the system is a shared system or has,a design flow of 10 000 gpd or greater;the inspector andahe.system=owner shall submit.the report to the appropriate regional office of the DEP. The original should be sent to the'systPm owner and copies sent to the buyer,if applicable,and the approving authority: !! # - I Notes and'Coinments ****This'report only describe time of inspection and under the conditions of use at that time This inspection does not address how the system will perform in.the future under the same or different. conditions of,use'..' ;t t. l Y era u t1131-1c t .,.ij,trlt. 2" li,itt.'4 I);ti fi .I"us' 6n d rw �C`�'k1 i t t [tirlF:�t 6#di ii +! Title 5 Inspection Forin .6/15/2000 "page I Page 2 of 11 OFFICIAL INSPECTIO'V FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SE.)VAGE'DISPOSAL SYSTEM INSPECTION FORM PART A t CERTIFICATION (continued) Property Address: a 8Indian Trail Guest House building 3 of 4 Oster ville.MA Ovvner: f7ndiun.P6iiit-Inc. Date of Inspection: October 10 20 2 Inspection Summary: Clieck A,B,C,D or /ALWAYS complete all,of Section D A. System Passes: ✓ I have not found any information which indicates that airy of the failure criteria described in 310 CMR 15.303.or in 310'CMR 15.304 exist.•Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: Tc q. One or mor .systemWcompionents as described in the"Conditional Pass:' section need to be replaced or. repaired. The system,upon completion'ofthe replacement or repair,as approved by the Board of Health,will pass.. Answer yes,no or not determined(Y,N,ND)in the foi=:the following statements. If"not determined' please explain. The septic tank.is met 4_b4i Over 2,0 years old*or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration.or exfiltration or tank failure_is imminent. System will pass inspection if the existing'tank is,replaced with a comply>ng.septic tank:as approved by the.Board of Health. *A metal septic tank will pass inspection if it is structurally'sound,not leaking and.if a Certificate of Compliance indicating,thatithe tank.is less,than 20 years.old is available..:: ND explain: - i ht .�:)I •. r- zf �A3_, t3..71.+ .lt;lr,�r .. - . .. . .. Obseivation of sewage;backup;''o� break out or high static.water lever-in the distribution box due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box: System will pass inspection if (with. approval:of Board of Health): ._ broken pipe(s)are replaced 9bstruct on.is removed ++ distribution box is leveled or replaced ND explain: The system required pumping more"than 4 times a year due to broken or obshucted pipe(s). The system will pass inspection if(with.approval.of the.Board of Health): , broken pipe(s)are replaced Obstruction is removed ND explain _s.�, � ,,,ire • ,, t.,Eil Ira..^,.I.•-it i c ,.. • :) � ' tint?C ., ' _ Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE'SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION .(continued) Property Address �8Indian Tr- it Guest House building 3 of ~Oster-villa MA Owner: i Il�diah Point Inc. Date of Inspection: October 10 2012 C. Further Evaluation is Required by the Board of Health: f Conditions exist which require further evaluation by the Board of Health in order to.determine if the system is failing to protect public health;safety or the environment. r 1. System will pass unless Board of Health determines in accordance with 310 CMR 15:303 (1)(b) that the system is not functioning ur a manner which,will protect public health,safety and the environment: Cesspool or privy is.within 50 feet of a surface water Cesspool or.privy is within;50.feet-of a bordering vegetated wetland or a self in s C. 2. System will fail unless the Board:of.Health(and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health,safety and environment: system has:a'septic tank and soil absorption system(SAS) and the SAS is within 100 feet of a surface water supply orifrrbuta .y to;r surface water supply.. Ill t :tirThe system hasla'sephc tank.and SAS and the SAS is within"a Zone 1 of a public water supply. t r_c t_The system hasi aseptic jank and SAS and the SAS is within 50 feet of a private water supply well. iitccThe system hasia peptic tank,and SAS and the SAS is less.than 100 feet but 50 feet or more from a ,privatelwater supply,w'ell**i`c Method used to determine.distance *Thisssystein passesFrf the well water analysis,performed at a DEP certified laboratory, for_coliforin bacter-ia.and�volatile{organi64coinpounds indicates.that the well is free from pollution from that facility and the presence of anunonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm;provided.that no other failure criteria are triggered A`copy,of the analysis must be attached to this form. 3. Other:. is ,d ,nsaia�r.tir. ,llJiJ.r'� �t4: ... r t 3 r Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.,SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART"A CERTIFICATION.(continued) Property Address: { _'8Indian Ti ail Guest House building 3 of Qsterville MA Owner: Indian Point I»c. Date of Inspection: October'10 2012 D. System Failure Criteria applicable to all.systems: You must indicate either"yes'or"no"to each of the following for all inspections:, Yes No { ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool: ✓. "` Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS of cesspool. . ✓ Liquid depth in cesspool is less than 6" below invert or available volume is less than %z day flow I ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped ' ✓ (:ilti Any portion of�tlie SA&,_cesspool or privy,is below high ground water elevation. ✓ Any portion of cesspo•ol or privy is within 100 feet;of.a surface water supply or tributary to a surface. water supply." ✓ Any portion"of a cesspool,or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or,privy is within 50 feet of a private water supply well. ✓ Any portion of cesspool or privy is less than 100 feet but greater'than 50 feet from aprivate water r •1i`usupply well with no�aeceptable water quality analysis. [This system passes if the well water analysis, performed at.'a DEP,cei•tified laboratory;for coliform bacteria and volatile organic compounds indicates that the ell!is free from pollution from that facility and the presence of ammonia initrogen and''�rtr ate%nitrogen is equal to or less than.5 ppm,provided that no other failure'criteria are triggered.'A copy of the analysis must be attached to this form.] No (Yes/No):The system fails I have dete'i'mined that one or more of the above failure criteria exist as . described in 31.0 CMR 15:303,therefore the system fails.`The system owner should contact the Board of Health to determine what will be necessary to correct the failure.. E. Large...Systerti°i na, ,+. To be considered atlarge system the system must serve a facility with a design flow.of 10,000 gpd to 15,000 gpd You must indicate either' or"no"to eaeli of the following: (The following criteria apply to"large systenis in addition to the criteria above) Yes No ilie system is within 40.0.feet of a surface drinking water supply the system is widiin;2.001feet.of a tributary to a surface drinking water supply ' the system is;located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II.of&public water supply well . If you have answered yes"to any question in Section E the system is considered a'significant threat;or answered "yes' in Section D,`above the largd system;has failed. The owner or operator of any large system considered a, significant"threat udder SectiomE:orJ fled under Section D shall upgrade the.system ill accordance with 310 CMR ' 15.304: The system owner should-contact the appropriate regional office of the Department. :aci 'lit4. lit Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST j Property Address: 8Indian Trail Guest House buildinjz 3 of Osten)ille,MA. Owner: Indian Point Inc. Date of Inspection: ` October 10, 2012` Check if the following have been done: You must indicate"yes"or"no"as to each of the.following: Yes No , Pumping information was provided by the owner;,occupant,or Board of Health 1 ✓ Were airy 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 volumes of water been introduced'to the system recently or as part of this inspection? ✓ _ 1,t ,+Were as built plans of,theaystern obtained and examined? (If they were not available note as N/A).` ✓ Was the facility or dwelling inspected for signs of sewage.back up? ✓ Was the site inspected for.sigps of break out ✓ k ° 1J 1:°Were all syste`i components;excluding the'SAS,located on site? ✓ Were the septic,tank manholes uncovered,.opened;.And the interior of the tank inspected for the condition of the baffles,or.fees,material of constructron,dimensions depth of liquid,depth of sludge a.nd depth of scum.?` ✓ -1 h( t;.I(Was the facility owner(and occupants if different from owner)provided with information on the.propei ,maintenance of subsurface sewage disposal systems? ` The size and location of the Soil Absorption System(SAS)on the site has been determined based on. . Yes No�.. a.ar: Vat ✓ _ Existing information. For example,a plan at the Board of Health:` ✓ Determined in the field(if any the failure criteria related to Part C is at issue approximation of distance is unacceptable) [3110 CMR 15:302(3)(b)]t°,.- r t 5 .s .. - . Page 6 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 1 SYSTEM INFORMATION Property Address: 8Indian Trail Guest House building 3 of 0st6 ville,MA Owner: Indian Point 171c. Date of Inspection: October 10, 20.12 11 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 ver asbuilt Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15:203 (for_example: 110 gpd x#of bedrooms): 550 Number of cuirentxesidents: 0 Does residence Have a garbage grinder.(yes or no):' NLa Is laundry on a separate sewage system(yes or no): .My [if yes separate inspection required] Laundry system inspected(yes or no): no- Seasonal use(yes or no): no Water meter readings,if available(last 2 years usage.(gpd)): Unavailable Sump Pump(yes or no): No .Last date of occupancy: Un novlm ':. COMMERCIATJINDUSTRIAU,, Type of establishment: Design flow(based on 310 CMR 15.203) _ gpd Basis of design flow(seats/persons/sq/ft etc.): Grease trap present(yes or no)- t. Industrial waste holding tank present(yes or no). Non-sanitary•waste'discharged.to'theitlel� system(yes.oi >io); Water meter readings,if available '":.:i.` Last date of occupancy/use t;<i t o OTHER(describe): _ - — 1L.1. GENERAL INFORMATION Pumping:Records.:, t,,tF Source oftinformation: Unavailable Was system puniped as part of•tlleiifi tpegtion(yes or no): If yes,:v'olume:pumped: How was quantity pumped determined? Reason for,pumping:;. TYPE,OK:SYST.IM i1a6.1: ✓ "'iSeptici.tank,distribution_box,soil.absorption system :',tcSingle.cesspool t ..1.— Overflow cesspool y a �IP>t I I I N 7• Shared'system(yes of no) (if yes,'attach previous inspection records,,if any) i lInnovative/Alternattve;technology Q Attach a copy of the current operation and;maintenance.contract(to be obtained from system owne>),r of ti :1.1* jightTank( t Attach-a copy o_the DEP approval Other:(de"sc>tbe)., rl i'. Approximate,age'-of all components,date,installed(if known)and source.of information: Date ofinyollation. 711012002 yei as-Uuilt;car•d Were sewage odors detected when arriving at the site.(yes or no): . :No - •E;l.+- ��1:•'r.il"hi� is >tt 11 1',a3j of JI-if, 111. 1 1-, .. •.rl,lr i!"i' t:11:U'1 it� i°<, .. Page 7 of 11 it OFFICIAL'INSPE:CThON FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE`SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SY°s',TEM INFORMATION (continued) Property Address: 8 Indian Trail Guest Hoarse building 3 of Osterville MA Owner: Iiadiaii Poizt7r2c; Date of Inspection: October 10 201'2 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: 'east iron ` 40 PVG other(explain): Distance from private water supply well.or suction line:. Comments(on condition of joints,venting,evidence of leakage,.etc.) SEPTIC�TA'NK ✓ (locate on site plan) Depth below gi•ade:'i i7" f pt:` 1��';,I;_'e1, Material of construction: ✓r coaiciete,i`, metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or n rtificate) o): (attach a copy of ce Dimensions: 1500 Qa1. Sludge depth 'Jr" 2r, Distance from top of sludge to.b'.ottd of-outlet tee or baffle:.. 30" Scum thickness: Distance frorin•Yo'pf'of scum to top'd-Outl'ei tee or baffler 6." Distance from bottom of scum to bottom of outlet tee or baffle- 101, How were dimensions determined: Measacr:inQ siicli Cotmnents(orrtipuiiij�ing recommendations,inlet and outlet tee.or.baffle condition,structural integuty'liquid levels as related to outlet invert, evidence of leakage,etc.). The tees over e .i e"sent: The liquid level vws even with the outlet invert. There did not a1212ear to be an;si its of lealca e. GREASE:TRAP i:aiNone (locate onigite.pIan) ; Depth below grade Material of construction: _concrete metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness a',;, Distance from top bf'scuin to top-661t.let„tee o'r baffle: : .' Distance'fiom;b.ottbm.of scum to bottoan_of outlet tee or baffle: Date of last pumping Conune nt s I(on pumping reconunendations,inlet:and outleftee or baffle-condition,structural integrity,aiquid'.levels w as,related:,to outletmvert,evidence of eakagw etc:): tt t � 'Page 8`of 11 !, OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARYuASSESSMENTS SUBSURFACESEWAGE DISPOSAL SYSTEM INSPECTION FORM ,_ 1 PART C SYSTEM INFORMATION (continued) Property Address. ' B Ibian Trail.ruest House building 3 of i0sterville MA Owner • i Indian Point Inc; Date of Inspection:; 'October 10 2012 TIGHT or HOLDING TANK: None (tank must be.pumped at time of inspection) (locate'oii site plan) i;l Depth below grade:'. Material of construction: =concrete =metal fiberglass _polyethylene _other(explain): .. Dimensions: p . Capacity: t gallons' Design Flow: ! gallons/day Alarm present(yes'or no): a Alarm level: Alarm in working order(yes or no): - Date of last'pumpirig: Comments(condition of alarm and float switches,etc.,): - a ' ,_t - DISTRIBUTIO' BOX: ✓" .'(if present must be opened) (locate on site plan). Depth:'of;liquid'level above outlet invertr Even Conunents(note if box is level and drstribufion to outlets equal,any evidence of solids carryover;any evidence of leakage'into or out of box,etc) 1, C ltI ,l rt ;l7AC tP;.,c Ir;i PUMP CHAMBER:` ✓ ':(locate on site°Man) Pumps;in working•order(yes_orno) i €:✓.". _..,. Alarms in working:order(yes or no Conunents(note.,condition of puii7p"cliamber,.conditioii of pumps and appurtenances,etc.): Pump diamber.ivas normal i i Page 9 of 11. tk i OFFICIAL INSPECTION"FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM t , PART C . '+ SYSTEM PART Property Address:.'. '8 Indian Trail Guest House building 3 of 4 i,. OsterWlle'MA Owner: Indian Point Inc. Date of inspection-. ` 'October 10 2'0l2 SOIL ABSORPTION SYSTEM(SAS) if ✓ (locate oil site plan,excavation not required) i If SAS not located`explain,why: Type leaching pits,number: leaching chambers,number: leaching galleries; number: leaching trenches, number; length ✓ leaching fields; number;Idimenstons: 20'x 38'x I t per cis built overflow.cesspool;, Innovative/alternative system Type/name of technology; Comments (note condition of soil, signs.of Hydraulic failure, level of ponding, damp soil; condition of vegetation, etc,): The leach.field is a.mounded sirstein app. 3'abcve grade' There did not cipnear to be anv siQris of failue CESSPOOLS: None (cesspoolrmust lie pumped as part of inspection)(locate oil site plan),. Number and configuration. .._: Depth-top of liquid to inlet in ert Depth d solids layer:'* Depth.of scumwlayer.,•.. ta: Dimensions of cesspool: Materials`of constiu`ction: Indication of groundwater inflow-(yes of no): Conllnents (note condition of soil;signs'of Hydraulic failurejevel of ponding,condition of vegetation,etc.): PRIVY; Noiie (lolcate on site plan) `'i +Y k uctir^13t'rs. Materials of conon: ! Dimensions. ., Depth ofsolids". Comments'(note'condriioir of soil;signs of Hydraulic failure;level of ponding, condition of vegetation; etc.): 14 4 g . Page 10 of- 11t r' OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS k SUBSURFACE SEWAGE DISPOSAL SYSTEM-INSPECTION FORM i F PART C SYSTEM INFORMATION(continued) Property Address: !z.8 Ladran Ti url Guest House building 3 of '0yei�ville:MA Owner: Indiaiz Point In,- Date of Inspection:. October 10 2012 SKETCH OF SEWAGE DISPOSAL SYSIVEM, Provide a sketch of the sewage disposal systein including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.. Locate where public water `supply enters the building: 1 z ; .. ,I'. ,r I" "i''.sq, f � ---- - a y 6- 30 �5 10 Page 11 of 11 'r, - i OFFICIAL4NSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.-INSPECTION FORM PART C F`SYSTEM INFORMATION (continued) Property Address Blndiati Trail Guest House building 3 of4 Osterville MA Owner: Indian Point Inc. Date of Inspection: "October 10 2012 '- SITE EXAM Slope Surface water y : l Check cellar Shallow wells 1 •1 t _ Estimated depth.to ground water. 9+1 feet .Please indicate (check) all methods-used to determine the high ground water elevation: Obtained from system.des plans on record =.If checked, date of design plan reviewed: Observed site(abutting property/observation hole within-150 feet of SAS) ✓ Checked with loca1,13o`ardlo'f-Health-explain:- TovoQrayhic and water contours tugs Checked With local'excavators,dns`tallers-(attach documentation) Accessed USGS.database-explain: . r,4 You must describe how you established-.the high ground water elevation. UsuiQ Bar rzsiable'ioyozra>,htc'and water f contours nzays the inays were shoiOik approxiinately 9 +/ to er ound water at this site. +.. Ei.,:,,.It..� -•=.1 I..:i1. ...._:7. If 1T t b11' l 1. This report has been prepared only foi`,the:septic'system acid compoiients described herein, This septic system has been iitspecte-_zl:and.passedas of,,tlte dote of ii7spection. This report is not a.i'varrantpo�guarantee that the system i'vill f ntchon,prope`ly in the fittir�ie There It ve been i o war-anties or guarantees, either expressed,'rvrilteit.or implied r�elatutg to the septic syste�n'the-itiispectiorr, this report and/or any compoiaents of the septicsystena t'vhich have not been located and ins ecied.14 s , a ^Iw4 t tL.,,.,fi" 14 z -C A-41 e>a. - - -- AV rx ��� � t� y i t 3 U4. -60 = 60 i£z jV Town,of Barnstable` r# ry. ' Department of Regulatory Services ' I MwerAnLiA i Public Health Division Date KAM ia 200 Main Street,Hyannis MA 02601 �l c. Dafe Scheduled © J�✓ Tuna: `��I Fee Pd. `�/ 60 Foil Suitability Assessment fo ;S e Disposal Performed By �l�l�/G�h L 1 Vor)ee/"i /Xi• 2 kL witnessed By -- i LOCATION& GENERAL INFORMATION Location Address ZrIeJ iQ/(< ?F T / Owner's Name r rc� I Address .: k be J Assessor's Map/Parcel . Dig I 4 En meer's Name Bull NEW CONSTRUCTION i REPAIR ' Telephone Land Use; GS . Slopes(%) .:5 7 Surface Stones Distances from Open Water Body! ft Poss►b1c VVet Area IQG f- tt Drinking Water Weil `� -ft Dral'nege Way f[ 'Property Line !O ft Other tt ;SKETCH:(Street name,dimensions of lot,exact Iocattons of test holes&pero tests,locate wetlands 1n proximity.to holes) V. 1y _ .4 - Pareut in (geologic) �Gf ' Depth tp Sedroak Depth to Groundwater. Standing Water in Hole. y y Weeping lrotn Plt Fpee 5�e LET t Estimated Seasonal High Oroundwater : DET RNIINATION FOR SEASONAL HIGH WATER TABLE,,. Method Used:. Depth Observed standing in obs.hole:- In Depth to soil mottles. In. : Depth to weeping from side of obs hole: In, ©roundwata Adjustment fi Index Well# Reading Date: Index Weli level _ AdJ:&&tor, ...,,_ Adj.Groundwater level,, PERCOLATION TEST. :- bate. !�?v '11me Observation: , t Hole# . t Time at 9" Depth of Perc - Tlme at 6' S D.pp O:Gv : Start Pre-soak Time Q � . End Pre-soak y: 0. 3 v U Rate Min./Inch 2r,h a q. Site Suitability Assessment. Site Passed V S,to Failed: Additional Testing Needed(YM) . t . Original: Public Health Division Observation Hole Data To Be Completed on Back - 4 ***If percolation test is to be conducted within i00' of wetland,you must first notify the Barnstable Conservation Division at iea5t one(1)week prior to beginning. Q:ISEPTICIPERCPORM.DOC W DEEP-OBSERVATION HOLE LOG ' .Hole# q- Depth from Soil Horizon Soil Texture Shcl Color Soil ' Other Surface(in.) (USDA) Mottling': (Structure,Stones;Boulders. `�a�� ten'y.96'Gravell 0—/ saw toix 3l2 1 �Z2 s� v2 0Y2 6l3 i DEtP OBSERVATION HOLE LOG Hole# 6 Depth from Solt Horizon Soil Texture` Soil Color Soil iOther Surface(in.) (USDA) (Munsell) Mottling, (Structure,Stones,Boulders: Lary, si a % e l2 �s'Z y Co l2 3/Z ICE P OBSERVATION HOLE LOG Holy# Depth from Soil Horizon Soll Texture Soil Color SoII Other. Surface(in.) (USDA) (Munsel1) Mottling (Structure,Stones,Boulders. C i to t7 8- z &- SaA.1 /0�w sit; ypµ fy a ti{ H • DEEP OBSERVATION HOLE LOG Hole# Depth from, : Soil Horizon Soil Texture Soil Color moil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,S406e3;Boulders. Cositn 13-'Z g3.w Jah,/ (O r2 Sly s FO Flood Insurance Rate.Man. Above 500 year flood•boundtiry No` Yes— Within 500 year boundary No Yes Within 100 year flood boundary No T_. Yes Depth of Naturally Occurring Pervious.Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the,soil absorption system? If not,what is the depth of naturally occurring pervious inatarial? Certification I certify that on (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 I10 CMR 15.017.' Signature 7G2 Date i QAS.EPTIC\PERCFORM.DOC Town. of Barnstable P of Departitnent of Regulatory Services 1 .xrwere•M i Public Health Division Hate NAM rip39.a� 200 Maid Street,Hyannis MA 02601 4. ll ll / l Date Scheduled_ ©/l J Time Fee'Pd. Soil.Suitability Assessment for;S e Disposal Performed By: Hi V�;� L-rrr)eHr; �; Witnessed By: . LOCATION&'GENERAL INFORMATION Location Address��Y1eJ r�/L' Owner's Name"Tier:, 1 1"nd;&)Z poi rtt' = he - Address ;"lml/�' 1,D� l.9807 Assessor's Map/Parcel: �/ I �I ;t Engineer'sNamcoj`u/(%YQn, Lr1;0rerjIty- NEW CONSTRUCTION' REPAIR .`✓ Telephone# �d� �'3 3 4 4" I.' Land Use: Slopes(` ) Surface Stones Distances from: Open Water.Body! ft :Possible Wet Area R .Drinking Water Well Drainage Way ff Property Line ft Other ft SIM'TCH:(Strict name,dimensions of lot,exact IocatIona of test holes&pere tests,locate wetlands in proximity to holes) -. • Fes;". OL 4 Parent material(geologic) Depth t4 Bedrock. ' Depth to Groundwater. Standing Water in Hole': : • Weeping from Pit Fpce Estimated Seasonal High Groundwater DETERIVI NATION FOR SEASONAL HIGH WATER�';t�BLL1 Method Used Depth Observed standing in obs.hole:- lu; Dept1116 SQ11 mottles: In, Dcpth to weeping from side of obs,.hole: In; '©roundwater Adjualment f. Index Well# - Reading Date: Index Well level.w.r= Adj.tkctor-,T.T'Adj.drotindwater Leval,,; PERCOL ATION:'I'EST Uatp'U� 8 ,xttiie �G'oO Observation Hole# (� - Tint at 911 `. sy , Depth of Perc i�/2 Z ff' Time at 6" Start Pre-§oak Time @ o;(?U D!GO • ..Time(4"-6") End Pre-soak: Rate MinAnch Site Suitability Assessment: SitePessed Site Failed: Additional Testing Needed(Y/N) '2-�- -- Original:Public Health Division Observation Hole Data To Be Completed on Back -------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. a:1SEI'TICtPERCFORM.DOC ,. `, . . DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon: Soil Texture Sdil Color, Soil Otlicr surface(in.) (USDA) (Munsell) Mottling (structure,Stones;Boulders. nsisGOat^ to d.%•aravel) V16` �3EL�'i'OBSERVATION HOLE LOG. Hole# 2 Depth from Sol Horizon Soil Texture'. Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders: eoer.� i e `Yn Gra e le)�� 3lZ P8 IOw 411� ly. • I DE P OBSERVATION HOLE LOG Dole# 3 Depth from SoilPorizon Ul Texture . Soil Color Soll Other Surface(in.) (USDA) : (Munsell) Mottling (Structure,Stones,Boulders. - C i to Gravel) '. Z �34,. kr (o Y� 2Z�G3 • I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soli Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. f3w Za-!Il?I C _, SAKI Flood Insurance Rate Map: Above 500 year flood boundary' No P✓ Yes Within 500 year boundary . No Yes Within 100 year flood boundary No.— .':its •� Depth of Naturally Occurring Pervious.Material Does at least four:feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system 5 If not,what_is the depth of naturally occurring pervious matorlal'� - Certification . I certify that on 7 !1 zo L (date)I have passed the soil evaluator examination approved by the o fE nvlrolimental Protection and that the above analysis was performed by me consistent with Department the required training,expertise and experience described in 10 MR.15.017.. D ate t o- 0 Z • . Signature � . Q:\S.EPTICIPERCPORM.DOC 4 Message s Page 1 of 1 Miorandi, Donna From: Janet Gosselin [Janet@scottcrosbybuilder.com] Sent: Wednesday, January 20, 2016 4:40 PM To: Miorandi, Donna Subject: RE: Permit/Application: TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration - Residential Hi Donna, Scott was in on Friday afternoon& Debbie &Sally helped Scott.They explained you were going on a new system. Scott got the sign off from health &there was a whole package with application check left with the girls at the building dept. I don't know if this helps you! Thanks,Janet From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma,us] Sent:Wednesday,January 20, 2016 3:07 PM To:Janet Gosselin <janet@scottcrosbybuilder.com> Subject: RE: Permit/Application:TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration- Residential Hi Janet, What Don? -Don Desmarais. We have a new system in Town and the reason I have this one is that certain numbers are assigned to certain health inspectors. It so happens that I got this one. This morning I went over to building dept. and spoke to Paul Roma who is the Osterville inspector and he had no plans on this project whatsoever. Please find out WHO has your plans and let me know. Thanks so much!!! Donna -----Original Message----- From: Janet Gosselin [mailto:Janet@scottcrosbybuilder.com] Sent: Wednesday, January 20, 2016 9:55 AM To: Miorandi, Donna Subject: RE: Permit/Application: TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration - Residential Hi Donna, It's Janet, Scott's assistant. When Scott submitted the application there were 5 sets of plans. He must not have left one with Don. Do you have access to the building dept file? From: Miorandi, Donna [mailto:Donna"Miorandi@town.barnstable.ma.us] ' Sent:Wednesday,January 20, 2016 9:21 AM To:Janet@scottcrosbybuilder.com - Subject: Permit/Application:TB-16-15 at 8 INDIAN TRAIL;OSTERVILLE for Addition/Alteration - Residential Hi Scott: Can you send me some plans or bring them into me. Thanks! Donna Miorandi 1/21/2016 f Message Page 2 of 2 g+ - Sent:Wednesday,January 20, 2016 9:21 AM To: Janet@scottcrosbybuilder.com Subject: Permit/Application: TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration - Residential Hi Scott: Can you send me some plans or bring them into me. Thanks f Donna Miorandi I " i . 1/21/2016 Message Page 1 of 2 Miorandi, Donna From: Miorandi, Donna Sent: Thursday, January 21, 2016 8:23 AM To: 'Janet Gosselin' Subject: RE: Permit/Application: TB-16-15 at 8.INDIAN TRAIL, OSTERVILLE for Addition/Alteration Residential Hi Janet: I will talk to building dept. but Health( that would be me) has not signed off on the building permit. It is still in pending status until I see plans. Let me know. Donna -----Original Message----- From: Janet Gosselin [mailto:janet@scottcrosbybuilder.com] - Sent: Wednesday, January 20, 2016 4:40 PM To: Miorandi, Donna , Subject: RE: Permit/Application: TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration .- Residential Hi Donna, Scott was in on Friday afternoon & Debbie &Sally helped Scott.They explained you were going on a new system. Scott got the sign off from health &there was a whole package with application check left with the girls at the building dept. I don't know if this helps you! Thanks,Janet ' • From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent:Wednesday,January 20, 2016 3:07 PM To:Janet Gosselin <janet@scottcrosbybuilder.com> Subject: RE: Permit/Application:TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration- Residential Hi Janet, What Don? -Don Desmarais. We have a new system in Town and the reason I have this one is that certain numbers are assigned to certain health inspectors. It so happens that I got this one. This morning I went over to building dept. and spoke to Paul Roma who is the Osterville inspector and he had no plans on this project whatsoever. Please find out WHO has your plans and.let me know. Thanks so much!!! Donna Original Message----- r From: Janet Gosselin [ma i Ito: anet@scottcrosbybuilder.com] Sent: Wednesday, January 20, 2016 9:55 AM To: Miorandi, Donna Subject: RE: Permit/Application:TB-16-15 at 8 INDIAN TRAIL, OSTERVILLE for Addition/Alteration. - Residential Hi Donna, It's Janet, Scott's assistant. When Scott submitted the application there were 5 sets of plans. He" must not have left one with Don. Do you have access to the building dept file? - From: Miorandi, Donna [ma ilto:Donna.Miorandi@town.barnstable.ma.us] 1/21/2016 Assessing As-Built Cards Page 1 of 2 /VAIn HWft: 10 r�► ISv.161 p p ) TOWN OF BARNSTABLE . LOCATION Q �GtA q Tr-AI SEWAGE# VILLAGE Q MrVJt( ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACrrY a !b c! LEACHING FACmny.(type) S GAI�gf (size) a X a4 N0:OF BEDROOMS S OWNER nG141, PQ1,% TAC. PERMIT DATE: COMPLIANCE DATE: 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 leaching fa' ,� Feet FURNISHED BY A IbnT F C1 Q � �c8s AA E, From 90 " http://www.townofbamstable.us/Assessing/HMdisplay.asp?ma'ppar=091001&seq=2 1/22/2016 Assessing As-Built Cards Page 1 of 2 bw.sT' ti�uac, TOWNof Ba�vsra8 3 Of" I RU'1 4 rl S-r LOCATION d T4J lM.T/aj j , SEWAGE# VILLAGE OS'j-try I ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO: SEPTIC TANK CAPACITY 10D �+ LEACHING FACII.I'I'Y.(type) (de)-.Qx 3Q ;K NO:OF BEDROOMS . OWNER In4tAA Pa►AT (AC. PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(1f 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 leaching facility) Feet FURNISHED BY a o ' i 306 y a3� ay SYs�n http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=091001&seq=3 1/22/2016 - I ,per t GOMMONW EALTH OF MASSACHUSETTS f N r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a. DEPARTMENT OF ENVIRONMENTAL:PROTECTION: TITLE 5 OFFICIAL INSPECTION FORM NOTFOR VOLUNTARY"ASSESSMENTS SUBSURFACE SEWAGE"DISPOSAL SYSTEM FORIVI PART A CERTIFICATION Property Address: 8Indian Trail Main House bidldinQ 1 of4 Osterville MA i)2655 ' Owner's Name: Indian Point Inc. l (n G Owner's Address: Date of Inspection:' _October 10 20/2 Name of Inspector: (Please Print) Jaynes M Ford ConipanyName: Janies Ai:Ford Mailing Address: P.O. Box 49 Oskridlle,MA 02655-0049 Telephone Number: (508) 8624400 CERTIFICATION STATEMENT I certify that I have personally inspected the swage disposal system at this address and that the information reported below is true accurate and complete as of the:time of the inspection. The inspection was performed based,of my - training and experience in the proper fuiictio i and.maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant.to Section 15.340 of Title 5(310 CMR 15<000): The system`... t 4 1✓ Passe"s Conditionally Passes ed"s Further Evaluation by the Local Approving Authority Is . 17 Inspector's Signature: Date: October 26, 2012 The system inspector shall sub i a copy.of this,inspectionreport to the Approving Authority(Board of Health or. DEP)within 30 days of comlile g this in If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and'the system"owner.shall submit report to the appropriate regional.office.of the . DEP. The original should be sent to the systein owner.and copies sent to the buyer,if_applicable;and the approving authority: , I,1, t, r". Notes and Coiiunents ****Tliis report only'describes conditions Y the time of inspection and under the conditions of use at that time. This inspection does not address hot- tie system will perform in the future under the same or different conditionslof use.', 1 . f Titles "Inspection Form 6/15/2000 paged � I i Page 2 of 11 OFFICIAL INSPEGTION FORM' -`NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A' CERTIFICATION (continued) Property Address: 8Indian'TrailMain'House building1 of Ostvville MA Owner: Indian Point Inc. Date of Inspection: October.10 2012 . Inspection Summary: Check A,B,C,D or..E/.ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.;Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system componentskas described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion'of thereplacement or repair;as approved by the Board of Health;will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.''If"not determined",please explain. The septic tank is metal and over 2;0 years old*:or the septic tank(whether metal or not is structurally, unsound, exhibits substantial infiltration or exfltration or tank failure is imminent. System will.pass inspection if the- existing tank'is replaced with a complying septic.tank as,approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not tleaking and if a Certificate of Compliance indicating that the tank is less than 2,0.=yea'r8 old:is'available. ND explain: Observation of sewage backup;or break out or high static water levelin the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a vear due to broken or obstructed,pipe(s). The.system will. pass inspection if(with approval of the,Board of Health):` y broken pipe(s)are replaced obstruction.is removed ND explain 1 t, :.; , - Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACESEVWAGE DISPOSAL SYSTEM INSPECTION FORM PART A .-CERTIFICATION (continued) Property Address: 8Indian Trail Main House building 104 Ostel-ville,MA Owner: Indian Pointlnc.. ' Date of Inspection: Octob&10 2012 t _ C. Further Evaluation is Required by Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless B6` rd of Health determines in accordance with 310 CMR 15.303 (1)(b) that the system is not functioning,in a manner which will protect public health;safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is withii:.50 feet of a bordering vegetated wetland or a salt marsh A 11 2. System will fail unless the Board of Health(and Public Water,Supplier,if any) determines that the system is functioning in a manner that protects the public health,safety and environment 1.1 The system has-a'septic.ta,ik and soil absorption system(SAS)and the SAS_.is.within 100 feet of a surface water supply or,tributary surface water supply. . I'. .; The system has''alseptic_tank,and SAS and the SAS is within Zone 1 'of a public water supply. t_ The system has aseptic tank:and SAS and the SAS.is within 50 feet of a private water supply well. i. The system has a septic talk and SAS and the SAS is less than 100 feet but50 feet or more from a p p1�y ** used to determine distance private water su 1 well �.Ivlethod **,This system passes'if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile orgamc'compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered k=copy of the analysis must be attached to this form. .3. Other: 3 G ! Page 4 of 11 t R. OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ji -PART A . ..CERTIFICATION (continued) Property Address: 8lndian Tiail,Allain House building 16f4 Ostenille, MA Owner: Indian Poiht Inc. Date of Inspection: October 10, 2012. D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections. Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground.or surface waters due.to an overloaded or clogged SAS or cesspool' ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or. cesspool ✓ Liquid depth in cesspool is'less than 6..".below�invert or available volume rs:aess than.%z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion oftheSAS,,cesspool or privy is below-high groundwater elevation. ✓ Any portion of cesspool or privy is within 100,feet of a surface water sup ply or tributary to a surface water supply.t Any portion of a cesspoolor"privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool"or privy is within 50 feet of,a private Water"supply well. ✓ Any portion of a cesspool or privy is less than 100.feet but greater than 50 feet from a private water 1,} r supply well with no acceptable water quality analysis..[This system passes if the well water analysis, performed at.a.DEP.certified laboratory,for coliform`bacteria and volatile organic compounds indicates that�..the welljs free from pollution from that faeility and the presence of ammonia ti•nitrogen and nit►ate'iitrogen is equal to or less than 5 ppm;provided that no other failure criteria. are triggered A copy,of.the analysis must be attached to this form.] 21 i; ti ' e"t! No (YeslNo)The system fails. I diave detemiined that one or more of the above failure criteria exist as described in 310 GMR 15.303,therefore the system fails. The system owner should contact the Board of Health to detennine what will be necessary to correct the failure. E. Large System: To be considered,a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd You must indicate either"yes"or"no"to each of the following' (The following criteria apply to large systems in addition to the criteria above) Yes No the system is withm`400 feet of a surface drinking water supply _. the system is within 20.0.feet of a tributary to a surface drinking water supply the system is located is a nitrogen sensitive area(Interim Wellhead Protection'Area'-IWPA)or a mapped Zone II of a public-water supply well If you have answered°"yes",to any,question in.Section E the system is considered a significant threat,or answered' yes"in Section D above:the large;systexn;has failed. The owner or operator of any largesystem considered a significant threatunder..Section E:ortfailed•under Section D shall upgrade the system in accordance'wth 310 CMR L5.304. The system owner shouldcontactithe appropriate regional office of the Department. i Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE,SEWAGE:DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST . r Property Address: _8-Indian.Tr d Main House building 1 of4 Osterville MA Owner: Indian Point Inc.' Date of Inspection: October70 201!2 Check if the following have been done:, You..n ust indicate"yes"or."no"as to each of the following: Yes No ✓ Pumping information was provided by the owner, occupant,.or Board of Health ✓'' Were any 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 voluines of water'.been introduced to the.system recently or as part of this inspection? R 1 Were as built plans of the system obtained and examined? (If.they were not available note as 1\T/A) Waa ✓ s the facility or dwelling inspected-for signs of sewage back up'? ✓ Was the site,inspected for;signs of breakout? ✓ i_'.�lc e Were all system,cornponents,'excluding the SAS;located on site? ✓ Were the septic',tank manholes uncovered,opened,and the.interior of the tank inspected for the condition of the baffles or Gees;material of construction;.dimensions,depth of liquid,depth of sludge and depth of:scum?. ✓ 1 '_ t+ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems 7.. The size and location'of t$e;Soi1 Absorption System(SAS)on the site has been deterinined based on: Yes No.:_, ✓ _ Existing information:, For example,'a plan at the Board of Health. ✓ Determined in the field(if anyof the failure criteria related to Part C is at issue,approximation of distance, is unacceptable).[310 CMR 15:3Q(3)(b)J a 4 5 Page 6 of 11 , OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM t PART:C. SYSTEM INFORMATION Property Address: 8 Indian Trail Blain IYouse buildinz]of Osto-ville,MA Owner: Indian Poin't Inc. Date of Inspection: _October 10.'2012 1 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual):, S DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 0 Does residence have a,garbage grinder(yes or no): Nla Is laundry on a separate_sewage systerft(yes or no)`. Nla {if yes separate inspection required) Laundry system inspected(yes or no): .:no Seasonal use(yes or no): no Water meter readings,if available.(last 2 ye r.s.usage(gpd)): Unavailable Sump Pump (yes or no): . No - Last date of occupancy: tlnln�otivn' il COMMERCIAL/INDUSTRIAT,J'1 Type of establishment: Design flow(based on 310 CMR 15 203): gpd Basis of design flow(seats/pers.ons/sq/ftetc j: Grease trap present(yes or no): Industrial waste holding tank present(yes of no) Non-sanitary:waste discharged toahe Title 5;,system.(yes or.no:):: Water meter readings,if available" Last date of occupancy/use. OTHER(describe): [' GENERAL INFORMATION` Pwnping :Records Source of information: Unavailable Was system-pumped as part of the:inspectiop(yes or no): If-yes,volume pumped: , Y gallons How was quantity pumped detennined? Reason for.pumping: TYPE OF:iSYSTEM v k,i ✓ Septic tank, distribution box,soil absorption system Single cesspool t;;r, Overflow cesspool g` Privy.:�tr., d Skated system(yes o1 no) (if yes,attach previous inspection records,if any) Innovative/Alternative teclmology. Attach a copy of the current operation and maintenance contract(to be obtained from.system owner) ii. t t-,)• , '_. Tight Tanks Attach a copy of the DEP approval Other(describe)'h ' ... a;,' +' t;•l� f f . {{fig + .- ' Approximate age:'of all components,date installed(if known)and source of information: Date of installation:S/1 S/1993 Per as-built card Were sewage odors detected when arriving at the site(yes or.no): NO 6 lr Page 7 of 11 OFFICIAL INS PECTIONTORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM : r, PART C 1 SYSTEM INFORMATION (continued) Property Address:' 8Indian Trawl plain Horse building]of4 Osterl)ille MA Owner: bzdiaii Poihl inc - Date of Inspection: October.10`2012 BUILDING SEWER(locate on site plan), Depth below grader Materials of construction: cast iron.'=40 PVC other(explain): Distance from private water supply well or suction line: Conunents(on condition of joints;venting,evidence Hof leakage,etc.): SEPTIC-iTANK: ✓ (locate'on site'plan) z Depth below grade-, 2r c' Material of construction: ✓,*concrete b,_. metal _fiberglass _polyethylene _other(explain). If tank is metal list age: Is age confirm ed.by a Certificate of Compliance(yes or no): certificate) (attach a copy of.Dimensions: 2000 Qal. Sludge depth. Atf;^, ': 2,; t Distance from top of sludge to bottom'_f outlet tee or baffl : 30". Scum thickness:. Distance front to'p:of scum to top of outlet,tee or baffle: : 6" Distance from bottom of scum to bottom of outlet tee or baffle: 101, ` How were dimensions determined: Meas trinz stick Comments(on pumping recominendations'inlet and outlet tee or baffle condition,structural integrity;liquid levels as related to outlet invert,evidence of leakage,etc.). The tees i•v'ere Pitsent. The li tad level'ivas even with the outlet invert. There.did not aevear to be an't signs o leaka e. Both inlet and,outlet covers>vere to rode. GREASE TRAP:+ tNone (locate on site plan) Depth below grade. n Material of construction' _concrete _metal fiberglass,—polyethylene _other (explain): Dimensions: Scum thickness.i i Distance'from•top of scum to top:of•outlet tee or baffle`. Distance•from`bottom of scum to:bottom:of'outlet tee or baffle: Date of last pumping: Cormnents(on puinping recommendations;inlet'and outlet tee or baffle condition;structural integrity, liquid levels as related to outlet_invert,evidence_of leakage �efc.): Ills 1• 1! !i � . - '— [t'I rf 4...t tt '4 ' Page 8 of I . OFFICIAL INSPECTIO..N FORM- NOT FOR-VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION,FORM. - 'PART C SYSTEM INFORMATION (continued)' Property Address: 8Indian Trail Main House building lof4 Osterville MA Owner: Indian Point7nc Date of Inspection: October'1'0, 2012 TIGHT or HOLDING TANK:' Nond (tanlcmust be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: —concrete: '_metal _fiberglass polyethylene :_other.(explain). Dimensions:. r Capacity: gallon W' + Design Flow: gallons/day: Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping: _ Cominents(condition of alarm and float switches,etc:): i::Ff i. '. # ' DISTRIBUTION BOX: ✓ (>f present must be opened)(locate on site plan) Depth of liquid level above outl&J` rt -t Even: Cormnents(note if box is levellwid distrib'ution.to outlets equal;any evidence of solids carryover,any evidence of leakage into or out of box, etc.),-.; 1., PUMP CHAMBER: None (locate on siteipIan) ` Pumps in working'order(yes orno)I t 1.=:. Alarms in,working.,order(yes or no)_ Comments.(no te_condition of pump chamber,condition of pumps and appurtenances,etc:): i 1 ! 1'v,s , ! _.I_ ..l ._.i+ , 1 Tft (+, si't)! 4 1i7k Clp..� l'sC+4 8 I Page 9 of 11 r. OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 8lndzan T�d Main House building 1of4 Osteiville MA Owner; Indian Poiit Inc., Date of Inspection: October 10 2012 SOIL ABSORPTION SYSTEM ✓, (SAS):. (locate on site plan,excavation not.required) If SAS not located explain why: q z Type leaching pits,dumber: leaching chambers,number: ✓ leaching galleries, number: 5 -:galley's- 8'x 24' -per as built leaching trenches,.number,length: - leaching Ifields, number; dimensions: overflow cesspool; number Innovative/alternative system Type/name of.technology: Comments (note condition of soil, signs.of°hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 77ze aalleys ivere dr r and clean. 7h.er'e.did not a ear to be atM signs of failure. A ca»Jera ryas used. = CESSPOOLS:. None (cesspool Ost�be pumped as part of inspection)_(locate on site plan) Number and configuration _....... Depth-top of liquid to inlet invert i Depth of solids layer: Depth of scum-layer: ...: Dimensions of cesspool: Materials'of con'sti action: Indication of groundwater inflow(yes orno): Continents (note condition of soil,signs of1ydraulic failure,level ofponding,condition of vegetation,etc.): PRIVY: None' (locate on site`plan) Materials'of conkru"Ct'ion:. Dimensions•`�,. i Depth of Solids`'' Continents(iiote condition of soli:signs of h✓draiilic.failure. level of ponding; condition of vegetation,etc.): 9 , . .. I d t ff Page 10 of 14 x; OFFICIAL INSPECTIO!V FORM NOT"FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEV6'AGE DISPOSAL SYSTEM INSPECTION FORM PART C •'SYSTEM INFORMATION (continued) Property Address: 8Indian. Trail lain House buildin Iof4 Osterville MA ' Owner: Indian Point Inc. Date of Inspection: October 10 2012 SKETCH OF SEWAGE DISPOSAL SYS rEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.'Locatemhere public water supply enters the building. 6 . A. (3s9.0 1 it `�lrt�: t Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTA RY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C III' SYSTEM INFORMATION (continued), Property Address: 8lndian TraiWain House i build' Q l to 0 4 f Osterville MA Owner: Indian Point Iitc.. Date of Inspection: October 10 2012 SITE EXAM Slope Surface water. Check cellar F Shallow wells s. Estimated depth to ground water., 13+/ feet Please indicate.(check) all methods used to determine the high groundwater elevation: Obtained from system design:plans on record If checked, date of design plan reviewed:,_. Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain:_T0v0g7;av17ic and water-contours mays Checked with local excavators ji stallers-(attach documentation) . Accessed USGS database-explain:, You must describe how you established:the High ground water elevation: Using BarnstaUle io o r a hic'and iirater contours nid s; the nta s were showing a 2 roxiniatel 13 +/_to round water at this site. t, This report has been prepared only for the septic system a✓id colliponelits described herein. This septic systeh' has beers inspected and passed as of i the date,of inspection. This report is not a warranty Or guarantee that the system will fiutctiOil properly in the fl.tur e,$ThePe have been no warranties or guar'nittees; either°expressed, written or implied, relating to the septic sys[e»t,+the Inspection, this report and/or.any components of the septic system which have not been located and inspected i TOWN OF BARNSTABLE O`3 - ' LOCATION L SEWAGE # Oslo FJe` " J VILLAGE CY A400gooFS ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE SEPTIC TANK CAPACITY LEACHING FACILITY:(type) CS-±(size) NO. OF BEDROOMS PRIVATE WELL O UBLIC WATER, BUILDER OR15� /� � �U%UroU 7— DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED VARIANCE GRANTED: Yes No / .4 lam` `LV- �ils 2 TOWN OF BARNSTABLE LOCATION tl i�-[7e,�h f 2A� L SEWAGE # ZG�Q�" � V .,LAGE 09 ST f L&1 C L t. ASSESSOR'S MAP & LOT - 00l INSTALLER'S NAME&PHONE NO. Ro,7-,o Lv 2 i L SEPTIC TANK CAPACITY y O® L 1 EACHING FACILITY: (type) S l oi�r P +--LD (size) ZOn 3?�- 7 NO. OF BEDROOMS i-Ji DE OR OWNER PERMITDATE: Y JY/Qa COMPLIANCE DATE: 71 JO-0 2- 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 2.00 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i C °t h �- No.� � `6y3 Fee I Uo ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ��✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication four ;0i!5poga1 *potent Construction Permit Application for a Permit to Construct( ✓)Repair( )Upgrade( )Abandon( ) ❑Complete System 2 dividual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel a0 grill e v UU Installer's Name,Address,and Tel.No./ !C' Designer's Name,Address and Tel.No. bfreglO21�1l Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Buildin O it5e No.of Persons Showers( ) Cafeteria( ) Other Fixtures 9� r Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) I oe4l&e �r-74120OAl god ,xellv Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boad of ealth. Signed Date Z Application Approved by Date02 Application Disapproved for the following reasons Permit No. 940 2 Dq Date Issued a/�/ �.- ' -sir �..l r � �vw �-}:: k''•.,^ - t• ^.� ��_, .• - ,� �. _-»...re�..._ .� �' � �'aw.-.uy, '+ .." .. .,/ r. ♦ y` t �' ''^Fawn. Fee '.. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes �UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE NASSACHUSETTS .� 2pplication for Migpogar *pgtem Congtruction Permit s " Application fbr a Permit to Construct(Repair( )Upgrade( )Abandon( ) ❑Complete System "dividual Components r. Location Address or Lot No. , Owner's Nam Address and Tel.No.� Assessor's Map/Parcel 0 Installer's Name,Address,and Tel.No. I Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. 'Gacbage°Grinder( ) ,f Other Type of Buildin Bi/�t°' `1Vo,of Persons �" Showers( ) Cafete a( ) Other Fixtures Design Flow gallons per day. Calculated daily flow "~ gallons. Plan Date Number of sheets Revision Date r Title x- Size of Septic Tank Type of S.A.S. ' Description of Soil �• Nature of Repairs or Alterations(Answer when applicable)p/, *$e , ee4loiie yo - 'i` •I Date last inspected. Agreement: ha The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a-Certifi-, cate of Compliance has been issued by this Board of Jjealth. k Signed Date ?, //o 7— Application Approved by• ,t � Date Z ! 2 Application Disapproved for the following reasons Permit No. .700 Date Issued 2f'1 - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTI5Y, that the On-site Sewage Disposal System Constructed( ✓)Repaired( )Upgraded( ) Abandoned( )by 10.17f /O IY141 CDI1 at 6- /!!/9 r/4'/� D5y`�l�r// !'� has been constructed 'n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2�2-0 Vj dated aj l U 2 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as des'gned. Date 3- o Inspector , 41 . 1 ------------------------------------------- No. d U d 2"O 13 Fee ha 6 THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC-HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligpogal *.pgtem Congtruction Permit Permission is hereby granted to onstruct( V)Repair( )Upgrade )Abandon( ) System located at rdr `/ Q/J �✓"CJ'/ l�j'l//%�iL' 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 conditions. Provided: Construction must be completed within three years of the date of this p it. Date: 0.2 In I k Approved by �� _Tc2�e K r 5aJ TAl.� s�'� 7 FF'N - 1J If _ l ,�<• I71_Al L%Ll�Oi1'i XID �a C\n1 .-1 (U ...a.+ •.�f ,.fie � - \ � I `� j '� - . v — - Jan 27 02 15: 22 506-428-4841 P. 8 . 01/2B/2002 14:11 5094283115 SULLIVAN ENG INC PAGE 08 L.AW OCFiCCS OF - - JOKJN Ft. ^a..GER. P.C. ATTORNEY AT LAW 5 PARKER BOAC} P O. BOX 449 - OSTERVILLE, MAO86:56-04m9- T£LEPr ONE lS0®1 42®-®594 - FAX(S08i 420-�IgZ NOTIFICATION TO ABUTTERS UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT TOWN OF BARNSTABLE ORDINANCES,ARTICLE XMI RE: Indian Point,Inc.,8 Indian Trail,Oyster flarbors,Osterville,Town of Barnstable TO WHOM IT MAY CONCERN: As a person listed as an abutter or owning property within 300 feat of the above mentioned property, please be advised that a Notice of Intent has been filed at the Barnstable Conservation Conunission regarding the above referenced location which is subject to protection under the Wetlands Protection Act and Ordinances of the Town of Barnstable. Additional detail is as follows: APPLICANT: Indim Point,Inc. PROPERTY LOCATION: 9 Indian Trail,Oyster Harbors;Osterville Town of Barnstable, ASSESSORS MAP: Map No. 91 Parcel No. 001 . PROJECT DESCRIPTION: Repairs to existing boat house to include repair or replace both sets _ of stairs down the bank and the ramp down the bank. Repair/replace the timber retaining wail under the stairs. Repair/replace foundation as required. Replace the deck. .Add ejector pump to existing septic and add 4x4 footings to reinforce the foundation. AGENT: John R.,Alger 5 Parker Road P,O.Box 449 .Ostcrvilie,MA 02655 ENGINEER: Sullivan Engineering Inc. 7 Parker Road P.0.Box 659 Osterville.MA 02655 PUBLIC HEARING: Barnstable Town Halt - Nearing Room-2nd Floor Date: August 28,2001 Time:-6-30 p,m. Plans and application describing the proposed activity are on file with the Barnstable Conservation Commission and in the offices of John R.Alger,P.C.and may be examined at those locations between the Jan 27 02 15: 21 508-428-4841 p. 7 r� PAGE 01 01/28/2002 14:11 5084283115 SULLIVAN ENG INC LIST OF ATTACHMENTS FOR NOTICE OF INTENT 1l' For Indian Point,Inc. Plans: Proposed Boathouse Repair at Indian Point, Osterville, MA by' Sullivan- Engineering Inc. and CapeSurv, Osterville, dated July 24, 2001 USGS Quadrangle Map Assessors Map Town of Barnstable Article XXVII Interests Delineation of Wetiand Resource Area List of Abutters Notice to Abutters: Jan 27 02 15: 21 50 - 28-48�1 p.6 ' r 01/28/2002 14:11 50B4283115 SULLIVAN EPJG INC PAGE @b irdan Point Inc. 8 Indian Trail oyster Harbors, MA Town of Barnstable krticlle XXVI9 �nterestz scope: Proposed repair of the existing boat house t®include. Repair/replace both sets of stairs down thq bangs Repair/replace the rairnp down the band Repairtreplac a the timber retaining wadi sander the stairs Repeisr/repiace,the foundation as required Replace the deck Add ejector pump to the existing septic system Ladd 4 x 4 footings to reinforce the foundation 1. Erosion Control: The present run off regime will remain unchanged. 2. Wildlife : The existing wetland wildlife corridor will remain urichang�. 3. Recreation: The project will not impact any leisure activity or sport taking plates within 100 feet of the resource area_ 4. Aesthetic: The proposed work will be aesthetically pleasing, 5. Public Trust: The projct e will not effect the right of citizens to edge in fishing,fowling and navigation. 6. Agriculture. There is no agriculture within} 100 feat of the proposed acctivity- 7. AquacultuTe:The project will not impact the growing, raising, bP 3 storing, or producing of specified aquatic or marine organisms. ffi_ Historic Onierests: None Jab 27 02 15: 22 509-429-4841 P. 9 01/29/2002 14:11 5094283115 SULLIVAN ENG INC PAGE 09 hours of 8-30 a.m to 4:30 p.m,,M031day through Friday. If you have arty questions or desire to ommient for the record, do not hesitate to contact Mr. Alger at (509) 428-9594 or the Bwnsmble Conservation Commission at(508)862-4043, NOTE: Notice of the Public hearing,including its date,time and place will be published at least five(5)days in advance in the Barnstable Patriot. NOTE: Notice of the public hearing,including its date,time and place will be posted in the Town Hall not less than forty-eight(49)hours in advance. NOTE: You also may contact vour local Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP,call(509)946-2800(Southeast Region). jan 27 02 15: 20 508-428-4841 p. 1 01/29/2002 14:11 5084283115 SULLIVAN ENG INC PAGE 01 • Atil�>4�C(3P+$'6t19 0>1r�Jfli!l�fIBIPO�lAQ�/ Brew of ReSwre Prafetftn—t^k'dXWS REP Fite NutYi er P Form 3 - Notice ®f Intent fttr CEP c"6"y MRSSWWSMS WeVandS ProBelction.AC(M G.L. C. 131, §4? Roane type« - print dearly all1/OffO;tYtf��li13R� infafmacon 3 `proparty Now(if differerd from appiicaM): requested on this 1. llppttt3l� farm. lndwn point,Inc. kydian Point Inc. AWM 3120 Kennett Pike 3120 Kenna"Pike Wilmington bVBmingQon Op ra^ DE 19807 DE 18607 sea at;sfine sm zocut a. Slmnmary of PtelJeet Impacts: .. a�ornMrrmc+ a.Is any W07t being proposed In Ure Ruffer Zoned Fsr+aeu®dV�ydimabl - . 0 Ma 0 Yes e Ww Ammess N'cppuemu ,(yes,now marry sq.ft.? 2. Represertative(if any): John'R. Alger, P.C. sF� John R. Alger b.t.ist the Impacts of proposed achAdes an each wetland Lmrra waea _ resomce arm(temporary&V permne R Impacts,pr€or to P. 0. Box 449 restoration or mitlgWon): RPsnriIM&M 5kg of IrtmacY_(e.g..sq.ft) Osterville Cap'ra.. 02655 Coastal Beach 1580 SIa Al0xv 508-428-8594 cflaglaI Bank mSao 508— 24 0-3152 Fa��rro�pliaaie/ e•ww m 1.Pfo}ed Lmarion: 2: Reg sn of 0eads: Bemstatse(09tervi0e) 9�rttstablm CWT- 8 Indieri Trui! Seaskstacss Btdk 091 001 Ass =Wpft0 Parce�ma nod -— 94806 tmolrmr(dca� , Rev 10188 page 1 of 5 Jan 27 02 15: 20 508-428-4e4.1 p. 2 01/28120OI 14:11 5084283115 SULLIVAN ENG INC PAGE 02 Burmu of Resource Progedaon—Weil nds . WA Form - Notice of Intent Massachusetts WWW5 Protection Act M.G.E.. E. 731,,§40 Projed DescHpidon (cont.) 3. Ptgea Description: ®.Pwn antdtor reap rmlermces{list WE and data}: Repairs to exisbng boat house to irxtude repair Proposed Boathouse RgwirAt Indian Point or reptaCe bDIh Sets of Stairs down the bank B the OrAmmilte.Mk Dated July 24.2001 by SuBlvan rxnp down the bank..Repaidreplaw the timber Erginewing pe and Cs Sury - retaining wait under tha stairs. RepaIr/reptsa® foundation as required. Replace 0*deck..Add ejector pump to wdating septic and add 4 z 4 footings to reinforce the foundation Adivfties$Ubjed W Reguladoer Land Under Water Bodies: 1. a.if Buffer lanes to resource emas are to be impacted,In Whole or In part,check.the applicable resource areas Sam fvv to ea slow IdMW R saurce&Aa Coastal RLywro A= per vr�,oeeecagee 0 inland Bank 9 coastal Beach Land Subject to HOWIng: .0 Bardullig Vegetated Wetland 0 Barrier Bead+ Bordering: 0 Rulty ImenJOt Sfwre 0 Coastal Dune speerervb�e�ea al Coastal Bank Gma+artSAusa� ane 0 Salt kurstt Isolated: b. Proposed edivltles larded,in whole or in part,in Wetland Resource Area(s)(Complete all that apply): Sam Awtobe&WW Inland Resource&Ua - cytc vevat,udoma»r�o Hank: Cgilstal fts guEm Ams Um femIVar Aww San Marsh' Bordering Vegetated-W s: sa�rrsavaaeaa�e Sgcwofprrotrsa4ered Coastal Dune: SPA f�eo Ovrlyc7sd O'rat�/e Sgr�e f�ro Daa#aa! ., LitlY ra�ffiAtMiD io D3�ae7 . Rev.101% Pan 2 of 5 .Ian` 27 02 15: 20 508-428-4841 p, 3 fl1/28/2002 14:11 5064263115 SULLIVAN ENG INC PAGE 43 Bureau of Resource Protection-Wetfands WPA Form' - Notice of Intent „ 0 M,?s5schusWs Wetlands ProteCtion Act M.G.L. c. 131, §40 "vibes SubjW to Regulation(corn.) Land under ocean: ii.1W►ralth of Riverfront Area(chat#one): 3pme F�ro ee ❑25 feet-Designated Donstdy Developed Areas only 0 100 feat-Net agd-iturat projects only oar resotrma?*&W 0 2W feet -eN Othff projects NI.Mean annual high-vrater line detennhied by: , Beach: (check as that apply) 1560 O Changes In sbI1;vegetatlOrt water marks;scouring , SQ+erafarm0asteioo 0 Top of bank(emend rivers)- - 0 first observable bre®a In slope R"GQertidal Store: 0 Mean annual flood morel. D mean high tide(for coastal livers only) Sepwe�ewmOr+wm iv.Distance of proposedf activity closest to thR feu en atmuel high-water line: Lend Under Sell Pond: he `0aj0Btjema° v.Total.area(square feat)of%verfrarre Atea on tfte site of "proposed project: sm"Fee coastal Bank: 520 al vi.Proposed alteration of R►verfront Area: LAW red to rp clonal Ta7N*t"fart Designated Post Area: s�Fevr�,lQOribvmasik .SpresreeaNaeeaere7 ". s0�rceereeromnr�ane2moRtme6e�c.. .. Land Containing SWIfish: 2. Bordering Vegetated WiOard Dellnzlftn.Eoaln The determination of Bordering Vegetated Wetland boundaries sr�m memo idedif(ed on plans: 0 Fotal Order of Resource Area Daiirreaum issued by Fish Run: conservation emntnissW or DEP(anthW) 95 DEP BYW Field Dom Form(attached) tBa�Fe�mLeaysnA .. - n Other WOW of Determining BVW boundary(Ch-k all . ttsyl apply and attach do urreaitatlon): 0 50%or more whaled lnd,tcator plants I.Nance of waterway Of available); 0 5aturateatinnndated conditions exist NA 0 Grounftatr indicators 0 Direct Olasraroadon 0►4ydrfc soi3 indicators ❑Credible evidence of eon dWOM prior to eOsnubanee Rev.rOr98 per 3 of 5 Jan 27 02 15: 21 508-428-4841 p. 4 01/28/2002 14,11 5084283115 SULLIVAN ENG INC PAGE 84 &gwu of Resource Protection-Weltarads WPA �t�t lice of Intend ma.5sachusatts wetlands Protection Act M.G.t{. c. 131, §40 Ativides Subject to Reeg!uta;ti n(cont.) 3.Sites Subject to special ProtwdoR b.Is any portion V,the proposed pra}ect located witldn an EC a. is any pvtlOn of the proposed project locates vrOtRln Area of caiadtai ErtvProsvtterftel COntem(ACEC)? estimated habital Vilcn Is indicated on the most recent Estimated HilbitS Map of state-Lilted(dare Wetland O Yes a No if yes,pmvicie game of ACEC(see Wlidiife published by the Mawral Heritage and Endangered Apperdix D for ACEC locations): 5pacies program? ACfC O Yes ONO 188�2009 . LbvdAkD if yes,Include proof of mailing or hand delivery of tl0l to: raaturat Fterhage and Eraiar�ered species program c, Is airy pa>rtion of the stle subject to s Wetlands erhDiva ge of 6istr�les and Species ResbiWW Order order the Inland We9W&Restriction Act Route 135,Norm Drive (M.G.L.c.131,s,40A)or Coastal Wetlands ResWcOon Act Westborough,MA 0158t (M-G.L•c'131,s.105)7 ❑ Yes 0 No Ifyes,attach a copyof the Restriction Order to tits Not, ffwww-e StfindardS b.Was the ltv where ate ac uvq is proposed created prior to . 1, is any portion of the proposed attivity eligible to be treated August 1,18967 as a limited project subject to 310 CMR 10.24 or 31 Q CMR 1o.537 9 Yes Oft ' Dyes B ko If yes,describe which lindled project 4. a. Describe how IN pMJett Will rtlWt all pw%ff mice applies t0 this project: standards for each of ft resource areas armed.Wuding standards requiring consideration of elteritadive project Mir or i=tfan. n&WR m!shwas.If aemu v. See Perrot,anal Stendarde Alti9oirem®nt d, Mcle 2, is any aaMty within any Resource,Area or Buffer Zone Town Barnstable IntaratsIfii exempt from performance standards of the wetlands regulafim,310 CMR 10.00. 0 Yes 2 No It yes,describe which exemption applies to b. stormwater Managment: the project: The project is exempt from the DEP Stormwater Policy: 0 Yes G No if yes,explain why ft project is exempt. 3. a.Is the pfojett totaled in the Riverfront Area: Appurteneutt t0 a single tsmily dwelling. O Yes a No If yes.Indttate the proposed project purpose O Single family hwe 0 Residential subdivision it O Commercial development no.slortnvraier ir�rtagatfien4 meastaes are require®, 0 IMU-96W devetdpmera Applicams are tmcoureBed to complete AP20IMI C: O Transportation WMWIK Manaammeriland subrtMt It with the 0 Otf►Et•descvlbe: N�liceof Inteilt4. . rdev.lW" Pqv 4of5 Jan 27 02 15: 21 506-428-4841 P. 5 01/28/2002 14:11 508428311.5 SULLIVAN ENu INC PAGE 05 M"sach&rzefts Dep d 'of Enrtrowmaf Pratec¢ioat AA Bureau of Resource Protection- Weflanals e • WDA& For - Notice of Intend Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Additional information Applicant must include all the folfowing with this Notice of intent: tfsGS or other map of the area(along with a narrative description,if necessary),containing sufficient information for the conservation commission and the Department to locate the site, Plans identifying the location of proposed activities(including activities proposed to serve as a®VW replication area of other mitigating measure)relative to the boundaries of each affected resource area. Other material identifying and explaining the determination of resource area boundaries shown on plans (e.g.,a DEP BVW Field Data form). List of the tides and final revision dates of all plans and other material submtted with this NOI. Fees The fees for work proposed under each Notes of Intent must Applicants must submit fhe folkr+Intl Information(in be calculated and submitted to the conservation commission addition to pages 1 and 2 of Appendix 6)to confirm fee and the Department(see the Instructions and Appendix 8: payment.- Welland Fee Transmittal Form). 6534 ten 6535 August 9, 2001 Cleduwi v OakdX0 No fee shall be'6sessed for projects of the federal govern- John R. Ajge r P. C. ment,the Department of Environmental Protection.or cities vsyanere�,o and towns of the Commonwealth. I_nd;Laau Podtat Inc A(qD/kdrn ratrr tir�4tperx hon,pgrxj Signatures and SUbmittai RequireMents I hereby certify under the penalties of perjury that the For cottmervairon con tttissiow foregoing Notice of Intent and accompanying plans,docu• Two copies of the completed Notice of Intent(ffofm 3), ments,and supporting data are true and complete to the best including supporting plans and documents;two copies of of my knowledge.I understand that the conservation commis- pages 1 and 2 of Appendix ff;and the cityltown fee payment sion-willplace notification of this Notice in a local newspaper must be sent to the conservation commission by certified mail at the expense of the applicant in accordance with the wetlands or hand delivery. regulations,310 CMR 10.05(5)(a). For DEP: I further certify under penalties of Perjury that all abutters were Two Copies of the completed Notice of Intent(Form 3), notified of this application,pursuant to the requirements of including supporting plans and documents;two copies of M.G.L.cA 72 of the MassachuseUs Acts of 1993.Notice must pages 1 and 2 of Appendix S;"a copy of the state fee be made in writing by hand delivery of certified mail(return payment must be sent to the DEP regional office by certified receipt requested)to all abutters within 100 feet of the mail or hand delivery(see Appendix A for regional office property line of the project location. addresses).. ladle, Po Wn"" tau OtherBy" g. �, 2001 If the applicant has checked the"yes"box in any part of s d q pr, o n e t rues Section C.hem 3,above,refer to that section and the Instruc- lta i�tt, of t, � tions for additional submittal requirements. / r Aug. 2001 The original and copies must be sent simultaneously.failure by S19rnwe aperry a J6hn g e r age the applicant to send copies in a timely maim may result in /) dismissal of the Notice of Intent. Aug.�, 2001 t if, bersedr6p ltw aAlger A,- No. (� l Fee co THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: az Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Migonf 6pgtem Conotruction permit Application for a Permit to Construct( . )Repair( )Upgrade(,/)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6 'Z14bt1lN TRKIL Owner's Name,Address and Tel.No. OSTEKVILt-E,A T-NDIAN POINT =-NC. Assessor's Map/Parcel 31ZD KENNE`rT PIKE M4?0q I - W(LM1N(q[oN C>E' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. � �� dry,p Suuui p, EN(oW Efi (9,6 /`"J �� r 7PARVOSTE II�.E MP, x �059 7/ ` 508-4Z 33 Type of Building: Dwelling No.of Bedrooms 5 Lot Size 9.13 Nges sq-ft. Garbage Grinder(A!p) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5f� gallons per day. Calculated daily flow 55Q gallons. Plan Date APRIL 1(p, Z00 Z Number of sheets I Revision Date — Title PRbPOSE D Sir me U?(6 4DG Size of Septic Tank 1500 &AC Type of S.A.S. 2d x 3C LEAWIN6 1�1? Descri tion of Soil h1rD uKl - (o o u�WA . KITE � F_L. 1.1 un t� v i J v L ✓ (` rh Crjn LQ 'Q l , r tLem Alo ' 1Me Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b is oar f H Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. 2 oo 2-/6-/ Date Issued ` U z ry No. cf U! ` /. r. y . ' Fee �l / • V E✓ '`' Entered in computer: V THE COMMONWEALTH OF MASSACHU'SETTS 1 - - Yes 'PUBLIC HEALTH DIVISION:,- TOWN;OF BARNSTABLEi MASSACHUSETTS Zfppricatiowfor ririit Application for a Permit to Construct( . )Repair( )Upgrade+(,/)Abandon( ) Complete System ❑Individual Components e Location Address or Lot No. Owner:',,Name,Address and Tel.No. ' o5T6RV1u E,r11A N�IAN POINT =-►+C. { Assessor's Map/Parcel , 3t20 KENNETT'�'�KE AP N Installer's Name;Address,and Tel.No. Designer's Name,Address and Tel.No. SuL.L%VAN ENWNeFRIN(o rt�lv�t?' 601611--1, .< 11, 7PARK&R RD. P.o.3oA C959 *7 ` 31l ' 0SMERVILLE, n)A sob 4zA J Type of Building: " + ^. 4 Dwelling No.of Bedrooms Jam. Lot Size 9.15 Na(2 s sq--ft. Garbage Grinder(A) Other Type of Building No.of Persons Showers O Cafeteria( ) Other Fixtures Design Flow �J(nZ- gallons per day. Calculated daily flow. SJ C� F gallons. Plan Date APRtL (h ZoU_Z Number of sheets I Revision Date --• Title NOPOSEO 5EMC UP6,P,XbG j Size of Septic Tank 1500 "L - Type of S.A.S. ZO x 3ar LEAC.V- K%'IMF�) 4 Descri tion of Soil MC D lu M N (Zto nl-t�,Ca AT -tJ u 1.1T1 I. 6nk f Pym,7P uv ,,n V' o� iA4 n ,l Clip I'// r v1 Rrn (.9�tP s,A,.,. ` LC�vc 'n� 'P1 a r G 00 74 we j, t � • ( Nature of Repairs or Alterations(Answer when applicable) x 'r r ` Date last inspected: ? _ Agreement: fw w . The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue is Boaz Signed Date Application Approved by -,1Q Date IJ 1 cp - .._ wtsstpy�ic�r,�, �� � Application Disapproved for the following.reasons j Permit No. :2 00.2 -!6/ Date Issued /VAG z , ------------------------------------ - --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS, (certificate of (Compliance ~; - THIS IS TO CZFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded j Abandoned( )by 0/, 1z l�15,71'- i at �!'!d IiI l I Ti p 1 s#_r V 111' . has been constructed in accordance + with the provisions of Title 5 and the for Disposal System Construction Permit No. -'2 U U.2 '/6/ dated '- i Installer Designer The issuance f tNs permit shall not be construed as a guarantee that the sy e, will n ciion as d•sag ed. Date 771/o/114 Inspector --------------------------------------- No. 9, 00A, 10 Fee 00 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS 13i-5oogar *p.5tem Conotr ction Permit Permission is hereby granted to Construct( )Repair( )Upgrade 7)Abandon( ) System located at _T nA,4 k fL ' rA4 l and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to f comply with Title 5 and the following local provisions or special conditions. it Provided:Co struction must be completed within three years of the date of this p� t.t Date: 00.2 Approved by i AsBuilt Page 1 of 1 1 V vv t`! Ur n AY r4 a 1 tw Lr. } L(>CA:TON {� 3i�27A,i t&AX SEWAGE# 490.,2 �L>f VILLAGE 9 S'T e---c,;�C L ASSESSOR'S MAP & LOT 0 —60 J INSTALLER'S NAME&PHONE L SEPTIC TANK CAPACITY y O® ' LEACHING FACILITY: (type) S%or-r ��.�r Lp_ (size) ZOn 3?> l NO.OF BEDROOMS BUILDER OR OWNER 6^ 41 ..:� PERMITDATE: COMPLIANCE DATE: U (}2 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 leaching facility) Feet Furnished by 30 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=091001&seq=1 9/27/201' —� THE COMMONWEALTH OF MASSACHUSETTS R Entemd in;pmpwcr. ' Ycs PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS - ZItltlfication for M15P0s'tIf Qep5te111 Con5trUction-,permit Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( ) O Complete System 0.Individual Components Location Address or Lot No.8'INOIkN TRR1L Owner's Name.Address and Tel.No. o5TE,Kvi LF_,KA ZNDIAN PrnM7=-NC. Assessors AfapfParccl �� 3tt0 KENNE'TT prKE Q1 '+^llt_MINt-TON l7E F Installer's Naim,Address,and Tel.No. Designer's Name.Address and Tel.No. -" ` Sul„e_tVgpl EN(�W EERtNb '. - 7PARKER RD. Po.50*a.%1. " FpSTEAVILLE AIA. 50 - Z 3 Type of Building: Dwelling No.of Bedrooms 5 Lot Srzc 9.13 hges sq:-ft. Garbage Grinder(A) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Sfo2 - gallons per day. Calculated daily flow 5-5 Q gallons. Plan Date APRII_ Ito 'L00 Z Number of sheets t Revision Date — Title 1�120Po51Jt7 ` YT1C uP(a CZ I Size of Septic Tank_1500 C-AL Type of S.A.S. Zo l 3e LE'AU11U6 REAP Descri tion of Soil M D o NDuAT vtJTE L 1.1 F�k f P 4L..brr Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement 'Ilse undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of'Fitle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by °'I°^t Date � Application Disapproved for the following reasons Permit No. 0L)2-/6/ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE;MASSACHUSETTS Certificate of Com}iCialice- THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( .)Repaired( )Upgraded(V . Abandoned( )by at T/ld)t" 7jr�'/i 0sk_r Y)*//g has been constructed in ccordance with the provisions ofTitic 5 and die for Disposal System Construction Permit No..2O(J_) -/b/ dated Installer Designer The issuance of this pennit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. �0ooZ��b _ _ ___Fee THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 15}lOsAf p5te111 Co115trjlMan It,Ier111It _. Permission is hereby granted to Construct( )Repair( )Upgrade(�)Abandon System located at I Stud+�44, l!a_i 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 conditions. Provided:Co struction must be completed within three years of the date Of'this�rmnit. Datc: /�/(72 Approved by V� r✓l/, TOWN OF BARNSTABLE LOCATION ���� ( '¢� l SEWAGE # Z VILLAGE P ST P•L ASSESSOR'S MAP & LOT �T0 INSTALLER'S NAME&PHONE NO. +�®r+.To L i L SEPTIC TANK CAPACITY y �� LEACHING FACILITY: (type) S or.r niC� (size). x���` l NO. OF BEDROOMS BUILDER OR OWNER pa COMPLIANCE DATE: PERMIT DATE: 2 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feetgof leaching facility) Furnished by i 3® i I r � �u� . .TOWN OF BARNSTABLE LOCATION � � w�D�- SEWAGE# 70 VILLAGE v "! SSESSOR'S MAP_&PARCEL 09/ Oc .� INSTALLER' SEPTIC TANK CAPACITY LEACHING FACILITY:(type) AV- (size)-al} g 7 NO.OF BEDROOMS OWNER PERMIT DATE: is 2 COMPLIANCE DATE: 7 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 leaching facility) Feet FURNISHED BY �a e.t�s-✓L POOL- . f:�oLd0,Cc IL - 77. .�a( to isle. P jr J07. o r . = 48 � a F - � = 4/, r - 3 = 76 0.5* �= 5 7'9 L _ �.'.�.��'�iYO /fir✓�t►f _ Hoiv' TOWN OF BARNSTABLE 104 y av`'Z�fs LOCATION A/\. ��I I SEWAGE# VILLAGE o S�I-lfyA ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY (llj�j LEACHING FACILITY.(type) S GAL, Jr (size) NO.OF BEDROOMS S OWNER_�n�IM PoInT IA (,. PERMIT DATE: COMPLIANCE DATE: 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 206 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility.. Feet FURNISHED BY -ZA O 1 �(:0r s 1 p { V � �ass �•,�t, Fcor� ROO TOWN,OF BARNSTABLE G--= c , LOCATION SEWAGE# : a 00 -3 7D VILLAGE Q3 dl / SSESSOR'S MAP&PARCEL D°I V-0 0 INSTALLER'S NAME&PHONE NO. P^4T*me- ; S49-4,AQ- 9 3 0°0 SEPTIC TANK CAPACITYDD.6 LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 14 OWNER = r 1 PERMIT DATE: ad Z COMPLIANCE DATE: ) 7 Separation Distance Between e: 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 leacAhing''facility) Feet FURNISHED BY fir, !=R o,✓ i Ho cL 5 GAKAs� TRAP ,�� 41 13 - 9 A -3 � 5D s t TOWN OF BARNSTABLE 3 `LOCATION d -l' SEWAGE# o?O(a — 3 �7D .41 VILLAGE'Oi `/ ASSESSOR'S MAP&PARCEL ('INSTALLER'S NAME&,PHONE NO. /��a,7o-.e� 5 g-1.2 f SEPTIC TANK CAPACITY CA&,x%.vN LEACHING FACILITY:(type) (size) NO.OF BEDROOMS /4 OWNER 1 PERMIT DATE: 2 0 � COMPLIANCE DATE: 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 leaching facility) Feet FURNISHED BY �jT— C FA.✓ I TOWN OF BARNSTABLE �y �l JATION b ;��lG 1/�.�/a� . SEWAGE# LAGE 0MV,1 ASSESSOR'S MAP&PARCEL TALLER'S NAME&PHONE NO. TIC TANK CAPACITYCHING FACILITY:(type) (size)OF BEDROOMS S NER 441e% P01 n l (/1 C. PERMIT DATE: COMPLIANCE DATE: 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 leaching facility) Feet FURNISHED BY For O 1 C/o 306 ay ay Lf 63 1104 M�n � C u TOWN OF B/A��RNSTABLE ww�� LOCATION 8 ' aJd+�U�X� SEWAGE# �70 VILLAGE d9a ASSESSOR'S MAP&PARCEL ®W I -0()I INSTALLERS NAME&PHONE NO. f''i.o1e_ S©g'9�2-i3C 3 SEPTIC TANK CAPACITY 0Da© LEACHING FACILITY:(type) nn nn (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: r 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 leach'n facility) Feet FURNISHED BY o � Fee - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2.ppflcation for 3'ispotaf Opstem Construction permit Application for a Permit to Construct(/ Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. TiZ�i 1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �S ervi' )� IZ tlt �(Ilprl� Ir1C ��®� D Sir /kzrl�� 6s�eivl/e Instal ,Adc e ,and Tel. o. e Designer's Name,Address,and Tel.No. . 4P-#cAe-3 3#q_ Type of Building: Dwelling No.of Bedrooms �� Lot Size ul-o T ff (kC 9q.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 11.6 gpd Design flow provided /' y� gpd Plan Date QLAC6Pr-• 14,,-RO/o7 Number of sheets Revision Date A 10 He v01 Q Title i elm &pQ e,& .Z'm p 17,E e.,m er�& tt e_ 6t j,& / d d Size of Septic Tank &500 9' (:RtOt7 Type of S.A.S. (4� �1eol/h ('�M40b�>T O B3l ;� a l/6679 Description of SoilTC& Ade J X 5 -71-e S /6e4er /oYQ pia dcnj dkrll 9 LXe/JA 6rwh /0a/M sA&,0L t 16-2d:'4 8 lAt4er l D d c.r)L ue)jh%aj;A brawn ,5a.hA atyer hY 61 b4hf WA2!9 6,,rw,)n Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt E • ed Date /, Application Approved by \. Date '}E9 Application Disapproved by Date for the following reasons Permit No. /r 3 '�� Date Issued ' �P.r�S�J �Tj P i pi THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r � Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Fl) Repaired( ) Upgraded( ) Abandoned( )by at JT_nd 1;f,4 ra � has been constructed in accordance •I 1 with the provisions of Title 5 and the for Disposal System Construction Permit No,)P/9-3-76dated � � 1 Installer Designer #bedrooms ApprovedAition gild o l� The issuance o this permit 1 n t be onstrued a arr to the system as d si ne . Date spe r 0 v fG .rsv+,,,e-•*-'-�,r{.+,i..ti�;l.aeL"�r_.-rtv....�plJ. ,�,v-•".n..r'r1"'M.�"'e. ...+r;�.�.+v.. mom...-.^- -,.. ,�q�.�.,�•..�,+=+•.a�--^' �_ -..�..--ter'�-... ., w..�- 4�-�- �r-yr..,., g,No.`� fJ 7 F- - Feed T THE COMMONWEALTH OF MASS�ACHUSETTS Entered in computer: �� - " PUBLIC HEALTH DIVISION -TOWNOF \ T Yes ''•� 4 BARNS�TABLE, MASSACHUSETTS application -JElertrit ..,. Application for a Permit to Construct(01\Repair( );Upgrade( ) Abandon( ) El complete System ❑Individual Components Locaytion Address or Lot No. ' , '` Owner's Name,Address,and Tel.No. ! l•rerely t))ya , . .. f tCA 17 !mod1n�..17c',Assessor'sMap/Parcel 7 / faGt)( df��o © &kr !-�Lr&,rs fjSl£IY,%1� da Installer's ame,Address,and Tel.f o. � , Designer's Name,Address,and Tel.No. ,�4f-1/� ` /4 �d,.•ti.� .rC.�*.L-� f�'. �*� P� aSlt/Iiq�Cl.l"7 /•:-;Jai-�Y'rd,'��o,.�lr.. O co P o 6" 10.5 Type of Building: Dwelling No.of Bedrooms Lot Size 8 aCrd Garbage Grinder AP J 14 _ Other Type of Building No.of Persons Showers( ) Cafeteria( )r Other Fixtures ~Design Flow(min.required) � '7/Q gpd Design flow provided e gpd Plan Date Qe-10,6er /(,,a0/o7 Number of sheets Revision Date lyo yelbl6 a' /1 o70/a Title i P/419 Pd?,�I� �'� xrn oroy am er*-,,, llllit- 1 4-Q j Size of Septic Tank er 000 Type of S A.S. l71 inbe/K I Description of Soil TC& i*& 0� € ;;T 10juar /0Y Vg Vr dgrg 9ra�i�h br��u /oaJ said. JG-2&'e B er /0'/l du'rX Wviinj,A • —/a&,, ,Gr l uy�� 7eY`�/u �t�hf �r�//�►y 6�r�v .s�ca,�, + Nature of Repairs or Alterations(Answer when applicable) v ' Date last inspected: } s Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in' - t • ' Yta' Al accordance with the provisions of Title'5.-of the Environmental Code and"riot to place the system in operation until a Certificate of Compliance has been issued by this Board,of Health. 7 eed /< �. /%i i /� Date /13 t �Application Approvedby \��� _.�.A:J �_ Date ? I1 , �� P.. - Application Disapproved by \ I Date rI ku t. ' for the following reasons Permit No. `y j '�� Date Issued ------------ I T i n THE COMMONWEALTH OF MASSACHUSETTS / CkQ—T-t,�o 5p(k%c -5 BARNSTABLE,MASSACHUSETTS -3 Certificate of Compliance /j THIS IS TO CERTIFY,that the On-'site Sewage Disposal system Constructed( ✓) Repaired( ) Upgraded( ) Abandoned( )by x._ at _Qh�/j�j7 j�[t !/ �1 ;. has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No. �a--='mod dated ( � ` Installer Designer #bedrooms Approved design—flow / ,�gpd The issuance o this permit shall n be construedas a guaranted}tthha�;the system will function as designed. ® ,kI Date a) /( / `77 1 �'JJInspector ,SLY( / � No. G o __ /G� - - Fee �J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal *pStem Construction permit Permission is hereby granted to Construct( a)` Repair( ) Upgrade( ) Abandon( ) System located at I le and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. ~ Date Approved by _ a � s Town of Barns#able �►MA Regulatory ervices Thomas F Geiler,Director . ��Al - -. Public:Health DIVIS100 "Thomas McKean,Director 200 Main.Street,Hyannis,NIA 0260.1 Office:508-862-4644' Fax: 508 790-6304 _... lnst erA Designer Certification Lorin Darr S 2Z Se�abe Fermat#.Z.�i Z'3 U TAssessor's lO�Iap\t'arcel Designer---------- 9esgner Installer: v. 65h - Address., 1�e jq 02 SS Address.. , On was issued a penrit to install a septic system at $ a�g� f�� based on a designdrawnby (address) Sw\\w�, ecs- dated 'o i (designer) I certify that the septic:system referenced above was installed substantially. accordin to the desi which ma include minor approved.changes sch as g tY lateral relocation of the distriibution box and/or septic tank mP3 ^5 � {,' yv1 � u1f' {v�STtyweo fil"LS10 'So� I certify that the;septic-system-referenced above-was ed-wrth major changes (i.e:greater.than 10'.lateral relocation of the SAS or any vertical relocation of_n component ofthe septic system)but in accordance with State&Local e ations: Plan revision or'certi.ed as-built b A desi er to follow.` y ° N of MgsS r S . e ;JOHN C. �aip 4X • ODEA CIVILI NO,48t68 . UL (De gner's Signature) (Affix.Designer S"tamIere) PLE? E-ItEPF-TaHBgII� IC�EAL't'A.DiYL10N CERTIFICATE`OF ,. . COMPLIANCE V6�1LL NOT BE ISSUEID UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY�THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOII . Q:Health/Septic/Designer.Certification Farm 3.-26-04.doc III. - BED KI TCHEN LIVING- " BATH p BATH CHANGING CHANGING POOL HOUSE pt j �d 1 = 10' r BATH .. KITCHEN DINING BATH BED BED LIVING r GARAGE b d 1„=_ 10' REFERENCES: "'"'•"`"'°" L«d C-1 ISJSA-IHJ - &21525E %•. i IJ5849 L t .......r„•�/ - ZONE: t - .worm ...•.s n.ALw su,.,pzs u.u_2 RF I aiia I 'u• n.eao�n s Area of r)HJ,110HF(RPOO) N eExC rFST •�• .' .naW •,. Fm't y°( nl 20' NNN m m 1 H 15 m,.ur.n. ..>...._, ✓w,m..,= �•.�—�. � ....,u. � Front JO' __ - See IS • Rear 5" DEVELOPED PROFILE OF SYSTEM 1 °^"°•+^° LOCatI00YM8D • Nor ro scALE FLOOD ZONE: ,•�„ Zones B.All. cam aiq vaael Na. r ASSESSORS REF.: g150001 0018 a Nog 091,ParcNs 001&011 - LIY 1.]991 OVERLAY DISTRICT: _ .. �� AP-A9uiler Prolecircn Dshict -I— .i� ,:.�_.—a M- DIRECTIONS: West Bay Grom H)vnnis-.1 Roul 28 —towards Oste— VV I Tidal mxe �rl o e os^e,E ear I la Ra d CROSS SECTION OF FLOW DIFFUSOR Tokelalla Ionlnte PaM1er°Raod.laTok�oobN° al`oel. ignt d rignt rrsrz,wt-s u TrSr xa,s.e rESTIwLEr u NOTTOWALE west 8° Roode and eonlinue as it Dears to Ne ICN ............. .vu becomes Xtlge Hlreef.fellow over IM1e tlr°w bntlge - to 0 titer XaAora aatenavae.CanlNue atrs�9h1.and - - lell on,.1 th y.Tao l I& to a I—Dn.sue ra at me tine.Xou a/a ` v� - 5EPi1C NOTES ' 5[IE I—Eu y s 0C)" 0 T c m. 1 .......... ° pill,\, s•1: �.,_ — III s I`/ `I \ J � \ ♦\0 f - i �i_w f asam,are .�..\ 12H 15425E 2ll—A Q Ga. — yam. /✓,,,� ', / I 15J Q91 .Lm.la WII n - / -E°µ„. l� � F :s� � ':�• .\/ aT r \ .r. ti �� »�— •� '% 2 I �'_ ��:^ � I _/ ^'raven r� is I _•xwr K \ L�fi.28 R \ \ L o.... p5 _ ♦ I S 4 of B A e1 40 % �. - 265; P\✓. 2e2271 SF L 61fl1Ae to utw B \I• Imm 4 \ }I• �49`'W w �r p j50�1�� ��\�\ a-,\IIIF \, \\ \�� IP''✓d/ Vb \ Ir II ae y�,i R J3• Z" HOl1V.N'CYCLLCS .,.z�m .°..:.`� • �es r\I '�\\ \ I //" /d m 4 n ,j6r DEVELOPED PROFILE OF DESIGN o1T.1 PROPOSED 2000GALLON 2 COMPARTMENT H-20 TANK (2 REQUIRED) """ „•"' � `cg ���---ttt .A NOT To EGALf ++<m PUMP COMPARTMENT PLAN VIEW DETAIL NOT To scALESe LF-crvwa CHAMBERDESIGN Plan View ScaleScale:1=40=40 PUMP COMPARTMENT SECTION DETAIL- �m smnn Nor To SCALE - _:_.uw.•ou rw m_Site Plan a P EPARfO fIX N— Proposed Improvements Sullivan Engineei ing,Inc. CapeSUry ndmn Point Incorporated At a°ua 0 655 0 le.wne u o 6_s Box 2106 Oyster Harbors me mw _.e 6 n•n..rw m� [.a m, e rwn,.+=-.�„rn°a:e-,eo r,. r:ca�.zo"eaa, Osterille, MA 02655 B Indian Tiail �:wl.�a..,,.. BARNS TABLE toy9(efr/ MASS afeo�l field: RRL/WXK OA TE SCALE.' New'PS Coma._ RRL Oct 16,2012 1 40 99010 r clos P oFrl. No: 83.:. 3..... F�$....... 10.00 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH T own Barnstable ............. O F.......................................................................................... Applira#iun for Disposal Works Tonstrur#iun Vrrutit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: Oyster Harbors (cottage-shoe house) ................-_......_..........................................................•----------- --•--•••--•----•-------•--•-•-----•-......-•------•--------•--------------------.................. Location.Address or Lot No. ...... A. Felix.DuPo?t,...J.�,........................:. Owner Address a A.& B Cessuool--Service-__,------•-••.-.--•-_----- -. 128 Bishop's Terr. Hyannis .......... Installer Address dType of Building Size Lot............................Sq. feet U Dwellings No. of Bedrooms...................2........__ ........Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ............................ No. of persons......2............__..__. Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------------------- - d -------•-----•---•---------•----------• -------•----•------- W Design Flow............................................gallons per person per day. Total daily flow.._......._..........._..__....__...........gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width..............._ Diameter................ Depth.............._. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank.( ) `-� Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--___--____---_---_.___-- Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -- Sand:.................................................-••-•---••--------•--.........-•-•---•--••-•------....--•-----------••-----------------._...---.....-- O Description of Soil............ -----•---•---------------------------------•----•--•-••----....--------------------•--------------------------------------------------------------------••- x U ............................................................---•---------------•------.........-••----•------------------------•--------•-••----•---------•-------•---••--------------------•••---•--... W irs Ate io —Ans er �yhen a licabl ___X_.. --------------------- x YXXJ�V7jfKViQ�eV---•--•---.-- U �nsTla�l �00 L.1 . with s�tpone for shoe house, £o repair exsisting sys£ems --------••------------------•------------------------------•-----------••--•----------•------------------------------------------------...---------------------------------------------••---•---------•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT?%. 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance h ee 'ssuecr by the board 1 t e _ Signe ........ ......E, .'4/19/83._._...._. AApplication Approved BY �19� PP PP - -- Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•-----••---••--••-•---........_ --------------•-----...---•----------•--...--•----••-•-----------•-------•-••----•-------------...........---...---•-----------------------------••--------------------------------------•••--••--------- Date Permit No. 83-.....3.�------•-•-•---•---...... Issued............. �19 3 Date No...$3-fir .. Fus........$...1�l�QQ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town.......................OF_...........Paxns able-------------•---.......-•---------------...---- Applira#iou for Disposal Works Toustrurtion ami# Application is hereby made for a Permit to Construct ( ) or Repair ( XI) an Individual Sewage Disposal System at: Oyster Harbors (cottag! shoe house Location-Address - or Lot No. \ ---_-•................^ ....................... ................-•••-•.......................••_... •---------------A-$---Vt"1 _X-•�}k2fT �w�iert�l'� ...... Address a ---•- & ; �essp©ol--Se�ee------•--•-•-•-•-•-------- 128_Bishop's..Texx....HY.annis.... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling-X-No. of Bedrooms....................2.....................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons .................. Showers QI YP g --•--•---•-----------•-•---- P ( ) Cafeteria ( ) dOther fixtures ----------------•--------------•---•----------------........--------•----------------------------•----•-•------------------••---------_---••.......... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter__._____.___-_- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing.tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water....................._-. fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•----•---•------••--•-•-•----•....-•................•-•-------------•••----------......------••-•-------------------------------- -....... .---------.._.._. Q Description of Soil......SAnd______.____ x. ; w - U Nat�ofX�irs or Alterations—Answer when applicable.....X990-14........................................................................................... X-___•___--___•-________...___Install__.1000_L.P.__with stone_for_shoe..house_,_to__repa.ir.exs sti..M systems Agreement: The undersigned;,agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code-The undersigned further agrees not to place the system in operation.,until a 'ertificate of Compliance has issued'-by the board health r Signed -? l - •... ••----� �/.�9/ 3----------- 4 /19 3 Application Approved BY = ............................... .............. ---�--------------- Date Application Disapproved for the following reasons--------------------- •------------•------•-----•------••-••-•----------------•----•-••----•••......--•-_.•-•_-- a ..........................••----•----------•--..--------••-•--------------------•----•---•--------.........----1----------------------•--.---••-•-----,----------------•---•-•------- -----••---•--- Date Permit No........... 3.. A.3 Issue(t--------------- Date--- -- -•-----------•-----------• THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........O F.................. v ..............`...T. . ��zrstab3� ..... r # Trrtif i6t e of Toniplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( x) by....A...&..B.....Caasspool-•Ser=14e.,-_•128--- ----02601...................................... Installer at...... caters..�iarba �...Ds#.erv3.11.e s mA -0?_65-`3-!-.-A...FeUx..Dupont------------------------------------------------------------ has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.__..£33-............................ dated_...14/19/83--------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---......4 ......... $. ........................ Inspector........ '.--------------------_-----_-••...................... THE COMMONWEALTH OF MASSACHUSETTS \� BOARD OF HEALTH No $3-�3� '© ............OF.....................ft. �s-tabl ..,�...---................. FEE..... $..1D.QA ......... x.� A Disposal Works %Tontr n ami# Permission is hereby granted----------A... --BCes%poo1__Ser-vioe---------------- ............................................................... to Construct ( ) or Repair ( io an Individual Sewage Disposal System at No....oyate-r..Harb=T OsteTVi11e A-----D2655 4-.---Fs11X--caul orrt...... ................................................ Street 2 as shown on the application for Disposal Works Construction Permit No.. .. �...._.Dated......4/1-?/83------------------- ............................... .........•-- ............r-----•--•-•-----...........-•-- ,y, Board health DATE.............. ------... .......----•-----...-•--•........_ FORM 1255 A. M. SULKIN, INC., BOSTON Fxs....10���......._. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town....... O F.Barnstable Appliratiun for Disposal Workii Tuntrurtiun ranfit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: Oyster Harbors (main house) ................_--.............................................................................. •••---••-•••-----........_...•••-•-•-••-••-•-••------•••--•••••-•••--••......•••••.............--- L catio -Address or Lot No. A. Felix Dupont, Jr. ................_................................................................................ ..........--...................................................................................... W A & B Cesspool Seo:Mce 128 Bishop's Terr A ainnis --•-•....................••-••-•-•----•-•-••........-•-.......-••-•--•--...--••-•----•-••-•••--••• •••-•-•...----•-•-•••••...•••-•-••--•-••-••---•--••-•••••-----•--..........._..........-••••--•-•- Installer Address Q Type of Buiking 5 Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) U aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a e - --•----------------------------•--••-•-•-••----•-••-•••••................-•--- Q Other fixtures ............................................................... ._.___. � Sep i Tank—Liquid capacity......._...gallons peL ngth n per day Width l daily ... Diameter................ Depth..•�lons. Design Flow................. W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 14 Percolation Test Results Performed bY.......................................................................... Date........................................ aTest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... •-•••-••••--•-----------•---••-•-••...................•••-•-•••-••-•-••................--••............•--••---•----••-•--•••-•-••••---....---•-•••......•--- ODescription of Soil........ a,.Ua•-------••-•-•......................•---•--•........._.....-•-•-•-------••-----•••-••-•----•-•••••-•-••-•--•---•-•-----••---••.._...:.. x W UNature of Repairs pr AAlterations—Answer when applicable...._..Install.-1000 ....P...-with--stone_.to............... repair exsisting system. .............••-------------------..........._...-•---------------------------------.....---........•••...........................................................•..................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has eeq issued by the boardF It 4/19/83 Signe �� .. 4 1 ft Application Approved BY --••_... -•-••• /1 -•-•••.----- Date Application Disapproved for the following reasons-............-.......................................................................... ....................... ..•••-•---•-••-•-•••......•.........•----•••- --....----•-•--•---•-•-•••••••-•••-•--•-•••----•.....---...----•••--•----•••••-•--•-•---•••••-••-•--•••---•-•----••--•----•-------••----••................ ........................Date Perms No.-----83-------�--3-�-------------------•----... Issued..-�/19/83 ...... �� - ----- Date `No.---- Fmc.110.00.......... -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town OF Barnstable ... -.-....... '; .ppliration for Disposal Works Tons rnrtiun rrmit Application-is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: Oyster Harbors (,main house __........._ ...... -••--•-••--•-- ---------------------- -------------------------•----.....------------•---------------------••--..........-------._...--- L catio -Address or Lot No. A. Felix Dupont, r. .............. ..... .------•---.......---------••-----..._..._ ..........__...................................................................................... W A & B Cesspool Seor"vice 128 Dishop's Terre` iiysannis ,-a ---•---- - •-•-••-- Installer Address dType of Build}ng Size Lot............................Sq. feet Dwelling—No. of Bedrooms____.S____________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) pI Other fixtures ____________________________ _ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area_...................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------------------------------------------------•--........----•..._......--•--•--•--•....--......................................................... ODescription of Soil.......$and....................................................................................................................................................... x W UNature of RRepairs r terati ns—Answer when applicable._-_--Install___ Ob0__T P.__with_stone••to............... repair exs s ng a stem. ------------------------------------------------------•-----------•----------------........--•-----•---•----....----------------------------•--•----------------------------------------__...-------•--• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has,%een issued by the board of I�It Signe ! j� __� �/1g/8�4/1 Application Approved BY •---•---•---------- ........................................ Date Application Disapproved for the following reasons--------------------------------------------------------•----------------------............................... ....................•-----_... ---•-••......-------•--•-•-....---•-----------••-•.....---- -•.._..-----••••••-•-•---.._..__.••-----------•--------•---•••----•••--------•----••••------•-•----•_.._.. 83— 3 ? 4/19/83 Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town,,.,. OF Barnstable / 1 .............x,. .. ......................-.......................................-....-.......--•---.. �rr#ifirtt��e ,af (�unt��t�nrr THIS IS TO CERTIFY That he Individual Sewage Disposal System constructed ( ) or Repaired (X ) A & B 0esspool Service, Y28 Bishops Terrace Hyannis Ma 02601 Oysters 11arbors, Osterville, Ma 026555w1eA. Felix Dupont at...................................................................................................................................................................................................... has been installed in accordance with the provisions of Tb5I� 5 of The State Sanitary Cncj�,asg�scribed in the application for Disposal Works Construction Permit 'o................_ , . ___________ dated-----_---FFA_-----.---.___-......................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM YSTE IL FUNCTION SATISFACTORY. / . ` / 3 '---. Inspector________ A THE COMMONWEALTH OF MASSACHUSETTS <;•tit BOARD OF`"-'�-E"�ALTH" Town Barnstable 83— ..........................................OF............................................. 4 $10.00 NO..........--•----•------- 4 FEE........................ Disposal Works Tnntrnr#i n ' rrmi# A & B Cesspool Service Permission is hereby gran d - -----------------_----------••--------__:_:_:::::.......------------............................................:............. to C s r ct ( l or Rep r Indi �idua e D'sp �L S s �y 'ex Harbors, �'s r�ii 'le, eta. � � --A. eliCupont atNo.. ..------•--------------->------------------•--•----------------------•-----•-•....._..:......_ Street 11 — as shown on the application for Disposal Works Con uction Permit No 3____.. � Dated _19 83........................ ,,f - -------------------------------------------- .............'........ ��, a f Health DATE----••-------------- ----- ......................... Bo7 FORM 1255 A. M. SULKIN. INC., BOSTON THE FOLLOWING IS/ARE- THE BEST, IMAGESTROM POOR . . QUALITY ORIGINAL (S) I m DATA f /TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Parcel Application #' Z.pion a "r 3'70 Date Issued von Division Application Fee Zatc 'fining Dept. Permit F ee Definitive Plan Approved by Planning Board Historic - OKH — Preservation/Hyannis Project Street Addressi�l(( i Village G'e4-IV Ville Owner 4 u'�i%'1 G'�j�� Address I(�G�� FML.W Pfau Telephone yAt imr Permit Request E/Y)D DF_L S J ip& I /V�)og 3L14 n Square feet- 1 st floor- existingproposed 2nd floor: existing proposed l7 Total new V f Zoning District,_ Flood Plain CGroundwater Overlay Project Valuation 0 00 Monstruction Type_bvldd -vl >✓ Lot Size _ 4 —/° Grandfathered: ❑Yes YNo If yes, attach supporting documentation. Dwelling Type: Single Family. U Two Family ❑ Multi-Family (# units) Age of Existing Structure •1 n 0 Historic House: ❑Yes l.,4c, On Old King's Highway: ❑Yes Basement Type: ❑ Full V Iwl ❑Walkout M,6ther 51,,k V F ecr Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existingnew � - � � Half: existing new Number of Bedrooms: existing Jonew Total Room Count (not including baths): existing new D First Floor Room Count Heat Type anZes 1: ❑ Gas ❑ hd Oil ❑ Electric 'other e ft� Central Air: ❑ No •Fire laces: Existing New p g� Existing wood/coal stove: U! es 0 No Detached garage: ❑/existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ®'existing ❑ new . size _Shed: existing ❑ new size — Other: Zoning Board of Appeals JNo Autho ❑ Appeal # Recorded ❑Commercial ❑Yes If yes, site plan review# Current Use IV 6t! �_ : Proposed Use 1 }� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) . Name cJn.�tf � rosbzA I kl Telephone Number Address -- �- lit YI �Ui Lf 7_ License # Home Improvement Contractor# Email OOWJ Worker's Compensation ALL ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 uct� & i,ups{' SIGNATURE G DATE f oFt ram, do The Town of Barnstable .: Department of Public Works ( A�1 9 snxn'„ ABI E g; 3 82 Falmouth Road,Hyannis,MA 02601 BARNSTABLE Qp 16;q. `� M4AS ON58MHN�F Wu56NN5TR8F Eon Office: 508.790:6400 A .... .. ... 1639-2014 Fax: 508.790:6406 www.town.barnstable.ma.us Daniel W. Santos,P.E. Director MEMO: FROM: Roger D. Parsons, P.E.;Town Engineer TO: Tom Perry,Building Commissioner RE: House Number Indian Trail, Osterville (Building Permit Application=Scott Crosby) DATE: January 15, 2016 The Engineering Office Has reviewed the numbering for MAP 091 Parcel 001001 and Map 091 Parcel.001 where there exists four.(4) dwelling units. New dwelling unit numbers are:being allocated to the above Parcel Numbers in he following manner: MAP 091 Parcel 001 currently numbered#8 will:be renumbered as#2, MAP 091 Parcel 001001 where there exist three dwelling units-will be numbered#6 for the unit closest to West Bay, #4;for the dwelling unit located toward the center of the Parcel and.#8 for the:unit located closest to the road. .. . Please refer to the attached Assessors map for further identification. r 1/15/2016 Town of Barnstable Geog.raphic,Information-System Parcel Viewer Custom.MapIF Abutters Map_Size ❑ Zoom OuE0D aR V N01 n ]PG Lp �c v !1 01 Guest-Say t { t 4 Ft - 6und 'Set Scale 1" i343 Aerial Photos • ` MI.AP DISCLAIMER: `Cop'6gM2005-2010 Town of Bamstable,MA All nghfs reserved Send BarnstiaU1 vl 2.5833 [Production] .. �. w. . r M Page 1`of 8 McKean Thomas 1 From: Wayne Miller[wamdoc@verizon.net] Sent: Thursday, November 21, 2013 7:27 AM To: McKean, Thomas Subject: Re: FW: Indian point-garage Hi Tom-- I've finally had time to do my research on this-- I don't think there are any health concerns, and it seems safe enough if installed properly--the only concern I can see had nothing really to do with us and that is that it can"float" if the water table gets too high-- I understand John's query as to whether propane should be considered a"fuel"for this regulation--it is a fuel, but one that is non-toxic to the aquifer or water supply from everything I have read, so this application should qualify for a variance from us. Wayne On 11/20/13, McKean,Thomas<Thomas.McKean@town.barnstable.ma.us>wrote: FYI -----Original Message----- From: John O'Dea [mailto:john@sullivanengin.com] Sent: Wednesday, November 20, 2013 3:36 PM To: McKean, Thomas; timlavelle@town.barnstable.ma.us Cc: mlafortune@eastern.com Subject: RE: Indian point - garage Tom, I am jumping into this a day or two late, and admittedly as a lay person.... As an outsider.... The purpose and scope of regulation apply to protecting drinking water ect., but that would not be applicable—because the propane escapes as a gas. . It is unclear to me if propane even meets the definition of a"fuel"or chemical—to even be considered under this regulation. I'm also not sure if the propane container is a"tank", which refers to liquids—but again propane escapes as a gas. We were heavily involved with Oyster Harbors, but not specifically the licensing of the propane field. I wonder if it wasn't for these reasons that it never went before the Board. Nor did hundreds if not thousands of smaller propane fields in Town since the 80's. 11/21/2013 Page 2 of 8 Would it be possible to review the origins of the regulation to`see if there is any merit to my questions? If not,or if I'm proven incorrect—would it be possible to having a meeting prior to the hearing, so that we can be ready for potential questions. John O'Dea, PE Sullivan Engineering Inc. 7 Parker Road/P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) y From: Crocker, Sharon [mailto:sharon.crocker@town.barnstable.ma.us] Sent: Wednesday, November 20, 2013 12:23 PM To: john@sullivanengin.com Subject: FW: Indian point - garage Hi John, Quick question for you. Tom's unavailable at the moment. Mike forwarded this plan to me. Are the septic systems appearing on it? There is a lot of information on it and l wasn't able to see them. Tom McKean hadn't specified that the septics had be to listed but I expect the Board will ask for their location upon review. 11/21/2013 Page 3 of 8 Thank you. Sharon Crocker -----Original Message---- From: Michael Lafortune [mailto:mlafortune@eastern.com] Sent: Wednesday, November 20, 2013 12:04 PM To: Crocker, Sharon Subject: FW: Indian point - garage Michael LaFortune Operations Supervisor Eastern Propane & Oil Dennis, Ma. 800-985-7427 CONFIDENTIALITY NOTICE: The information transmitted may contain confidential and/or trade secret information. Any unauthorized review, retransmission, dissemination, copying, retention, or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you receive this in error, please contact the sender and delete the information from any computer. From: John O'Dea [mailto:iohn@sullivaneriain.com] Sent: Tuesday, November 19, 2013 3:20 PM To: Michael Lafortune; 'Bayside Indian Point Site'; 'Richard LHeureux PLS' Cc: scrich320gmail.com; 'Bob Campbell'; 'Nick Bowes' Subject: RE: Indian point - garage Here is the septic plan. i I showed the propane on our Conservation formatted plan. The septic and propane are not even close. But let me know if you need it on this one also..... 11/21/2013 Page 4 of 8 John O'Dea, PE Sullivan Engineering Inc. 7 Parker Road/P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) From: Michael Lafortune [ma i Ito:mlafortune@eastern.com] Sent: Tuesday, November 19, 2013 3:00 PM To: iohn@sullivanengin.com; Bayside Indian Point Site; Richard LHeureux PLS Cc: scrich320amail.com; Bob Campbell; Nick Bowes Subject: RE: Indian point- garage John, I have been in touch with Steve concerning the license for propane storage. I have to attend a hearing with the Health Dept in December to get a variance. I am in the process of getting us on the docket. Do you have a plan that shows the septic system?They looked at what I had today and were questioning the location. Mike Michael LaFortune Operations Supervisor Eastern Propane & Oil Dennis, Ma. 800-985-7427 CONFIDENTIALITY NOTICE: The information transmitted may contain confidential and/or trade secret information. Any unauthorized review, retransmission, dissemination, copying, retention, or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you receive this in error, please contact the sender and delete the information from any computer. 11/21/2013 Page 5 of 8 From: John O'Dea [mailto:iohn@suliivanengin.com] Sent: Tuesday, October 29, 2013 5:19 PM To: 'Bayside Indian Point Site'; 'Richard LHeureux PLS' Cc: scrich32@gmail.com; 'Bob Campbell'; 'Nick Bowes'; Michael Lafortune Subject: RE: Indian point - garage Mike, As discussed please find attached an updated site plan. I increased the separation between the units to 3' and added a manifold. More importantly I have also added a second pdf that is a blow up......; John O'Dea, PE Sullivan Engineering Inc. 7 Parker Road/P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) From: Bayside Indian Point Site [mailto:indianpointsite@baysidebuilding.com] Sent: Thursday, October 24, 2013 11:36 AM To: Richard LHeureux PLS; john@sullivanengin.com Cc: scrich32@gmail.com; Bob Campbell (Bob.Cam pbeli@flcrsi.com); Nick Bowes; Michael Lafortune (mlafortune@eastern.com) Subject: RE: Indian point- garage Thanks Rich! Could you send us a pdf too? John—is our propane field drawing ready? Thank you, 11/21/2013 Page 6 of 8 Gilman From: Richard LHeureux PLS f mailto:capesurv@capecod.net] Sent: Thursday, October 24, 2013 10:40 AM To: Bayside Indian Point Site Subject: RE: Indian point - garage The plot plan/foundation as-built for the garage is ready for pickup. Give me a call. Thanks, Rich Richard L'Heureux PLS CapeSUry 7 Parker Road Osterville MA 02655 (508)420-3994 (508)420-3995f www.capesurv.com From: Bayside Indian Point Site[mailto:indianpointsite@baysidebuilding.com] Sent: Wednesday, October 23, 2013 1:47 PM To: Lhn@sullivanengin.com; 'Richard LHeureux PLS' Cc: scrich32@gmail.com; 'Bob Campbell'; Nick Bowes; Michael Lafortune (mlafortune@eastern.com) Subject: RE: Indian point- garage Hi John—; Mike from Eastern is away next week, so it would be good to get the plot plan to him as quickly as possible so he has time to file our propane field permit this week. Thank you 11/21/2013 Page 7 of 8 Gilman From: John O'Dea [mailto:iohn@sullivanengin.com] Sent: Tuesday, October 22, 2013 1:46 PM To: Bayside Indian Point Site; 'Richard LHeureux PLS' Cc: scrich320)gmail.com; 'Bob Campbell'; Nick Bowes Subject: RE: Indian point- garage Rich, Could you let us all know when certified of garage is complete? John O'Dea, PE Sullivan Engineering Inc. 7 Parker Road/P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617(fax) From: Bayside Indian Point Site [mailto:indianpointsite@baysidebuiiding.com] Sent: Friday, October 18, 2013 8:17 AM To: John@sullivanengin.com Cc: scrich32@gmail.com; Bob Campbell(Bob.Campbell@flcrsi.com) Subject: Indian point - garage John—our foundation is in—could you please come and certify it? Also, I never heard back from you on the height that our generator needs to be above the flood plain. Thank you 11/21/2013 Page 8 of 8 Gilman Gilman Martiny Indian Point Jobsite Trailer 617-283-4104 Steve Richardson Indian Point—Project Superintendent 508-221-1042 11/21/2013 TOWN�OF B NSTABLE �vu2-oy3 (B,I-I�, � LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. � SEPTIC TANK CAPACITY LEACHING FACILITY:(type) -L �/� CJ�� (size) NO. OF BEDROOMS S PRIVATE WELL O UBLIC WATER BUILDER OR® DATE PERMIT ISSUED: v / DATE COMPLIANCE ISSUED:_aTi VARIANCE GRANTED: Yes No / /j Sic . W4�v d THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH APPftM TOWN OF BARNSTABLE Appliration for Utz wi al Works Tono i _ Application is hereby made for a Permit to Construct ( ) or Repair V) an Individual Sewage Disposal System at: U .....•-_...F__. .voe ................ ......0�.s' - ----------.....---•----•--.............. ------- --------- Locat -Add ss !L or Lot No. ........ --- .-- W L 7> o AN �¢1L77U.J 7G�G�,42W -.... S ,/1/1/LL. Installer� Address Type of Building Size Lot............................Sq. feet U Dwelling No. of Bedrooms............................................Ex Expansion Attic a g— p ( ) Garbage Grinder ( ) a Other—Type of Buildi4.. .............. No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ----•---•--•----------------------•-•-------------...•-•--•--•••-------••------------.....-•--•------------------....._....••---• Design Flow..............�� llons per person per day. Total daily flow__-_-__--_-�.._ ............gallons. WSeptic Tank—Liquid capacilons Length._a,S._._ Width.� Diameter________________ Depth...Disposal Trench—No..._..... h..._..... _._.. Total Length_F._._.._.... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below ....... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No.. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... fX4 Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water........................ Ix O Description of Soil -�---- �`�'-='1... �^� / _ a x w U Nature of Repairs or Alterations_Answer when applicable_-ZI!�4 _.r-�PU -sS£'-i1'�... ..7% iA4.__... ----------------•---------------------...---•-•-•----......_..__...... . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant as ue b board of health. Signed ........ ........... ...'................................. ` ...-i�...3..---- Dare Application Approved BY - . .... ---- - ------------ �..- /...�.-...j... ---------------------------------------------------_ Dace Application Disapproved for the following reasons- ---------------------------------............................--------------------------------------------- ------------------------ ................ .....---...............1------------------ ---------------------------------------- Permit No. ...... / Dace -...... L..c- .- ------- Issued ----------------------- --- - --------------- -------- ...... Dare ? ,:� No... :?= �l�. �coo/ t Fxs.. 4 Q THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH TOWN OF BARNSTABLE93 Appliration for. Disposal orkji�" .>er Tonstrnrtiun nti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal t System at: _/� ! __..-<.f�o� ,� y�; r�_----� L.�---- ------------------------------ ... ... ..... ------------- ---• .......... ...._.. Location Add ss j /L or Lot No� -- --• ------._..._ .......per ........... Ow6 n! 5�`2C1c 7 74 �i Gt 111 r����/' A � S /!�7/l L ,-� . .---. ... ........ Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................. ...................Expansion Attic ( ) Garbage Grinder ( ) aOther Other—Type of Building -- -------------- No. of persons_...................._..._.. Showers ( ) — Cafeteria fixtures 20�Q --------------------------•-----•------------•-•---••-----•------ ............................................................. Design Flow.............. .--..gallons per person per day. Total daily flow------------_57.M..................gallons. WSeptic Tank—Liquid'capacit,--------- . allons Length.Z�:..5. Width__;S..s../ Diameter................ Depth.... �_.. x Disposal Trench—No. .........1...... idth..........��...._... Total Length,=:2_�I._....._. Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet_-::,....... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �-' Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per Inch Depth of Test Pit.................... Depth to ground water........................ rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ---------------------------------------------------•----------------•--------•------•.........------......................................................... O Description of Soil U c/ Sut __ - =�� .....`_.S� � ..................... __ _ - - x U -----•---------------------------••-...._..---------------•--------------..........-------------------------•--------------------•-•--•-•-----•----•-----------------------------•......---------------- W x ------------------------------------•----•-•------------------------------------------•------ -------•------------------------------------•--•----------------••------------•---•-•-••----------------- U Nature of Repairs or Alterations-Answer when applicable._%��--- .4_z___Z 1... .............................. - _f_.... fix... =`� �``� ! " "`� -------------•-------------- -------• -----•----•-----...------.....---• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of CompliancV-fas en i suied by e board of health. /7 Signed ....:_.. - /�3 Date Application Approved BY ................i\ .. -------?-----r-- .�> Application Disapproved for the following reasons- ---- ------ --------------------------------------------------------------------------- ---- -------- ------------------- ------------------------------------------- ------------------------------------------------------ - --- -------------------------------------------------------------------------------- --------- ........................................ e ~� Permit No. ----------- ��...-... -------------------- Issued ...............................................------- Dv Date THE COMMONWEALTH OF MASSACHUSETTS BOARD Of HEALTH TOWN OF BARNSTABLE Cger#ifirate of C antylianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (X ) by............................. .......................................�7c/"-c sZ v ... C°.oQsTiCcic 7!✓� Installer - ------------------- ----.......................................... at ----------------------------- - -------------------_...........y-------�...�tJd/- ,^j i�1.7'r ..............0'/S ri S ........--- ........................................ ------- has been installed in accordance with the provisions of TITLE 5 The State Environmental Code as described in the application for Disposal Works Construction Permit No. -------- _7-11--6...____.... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE - . ��... 1 .......----���........................._......_..----- Inspector .......... ——- ..................................-------------------- THE COMMONWEALTH OF MASSACHUSETTS J BOARD OF HEALTH �,3 116 TOWN OF BARNSTABLE No..... FEE..I Disposal Works C�nntrndilart frrutit Permission is hereby granted................... albGG®�7 ( �'O.QSTiLJa7"-iC3I • - ------------------••----------......------..................... to Construct ( ) or Repair (fie). an Individual Sewage Disposal System atNo......................................... --------' .. Street as shown on the application for Disposal Works Construction Permit No.__ Dated.......................................... ...................•----- -� -----............................................... DATE_ - - 0- 93 Board of Health • ------------------•-------------•-•-•.........---------------- FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS / dY. No.------- =----------- Fee-------- ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Application Construction Permit Application,is hereby made for a permit/to Construct ( e, Alter ( ), or Repair ( )an individual Well at: ILALocation — Address — Assessors/Map and Parcel 7—•/ , �,G ,tt., $ �i� i cr o f s�c�ter`le -- ---� _ -/ -- - - - -------------- --- - --- �i G ---- .� S -------------- - -- �� X - �o �`'`°s - `'` -------= ------� ` ----C(.i'VA..a-------'--------Owner �--- 6 Address Installer — Driller Address Type of Building Dwelling------------------------------------------------------------ Other - Type of Building --------- No. of Persons---------------------------------- Type of Well Purpose of Well-i✓/r`�4��o'ti-- o' ' 1----- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certifica a .of Compliance has been issued by the Board of Health. Signed - �- — ---- - -� - - d e Application Approved By --- ----®- - -- -- — I__ date Application Disapproved for the following reasons:----------------------------- date Permit No. ------ Issued----- / / aIe ---— -- - BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( '�, Altered ( ), or Repaired ( ) by-- ----,0 A9 �-1 ---- -- --- - - -- In al1�t at— — - -- - ---- - --- ------- has been installed in accordance with the provisions of the Town of Barnstable Boar of eallt Private Well Protection Regulation as described in the application for Well Construction Permit No. -- Dated----- -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---- — -- Inspector------------------------------------ ------ ' No.------- ----------- Fee-- --- ----------- B.OARD'OF HEALTH .TOWN OF BARNSMTABLE Zip Yicationore11 �on�truftion ertttit: Appli�aEion;is hereby made for a permit to Construct (. Alter.( ' ),'.oc Repair'( )an mdividual`Well at: "4 Location ` Address tij t 9 j ry + Assessor3 Map and Pya�rcel / 0—°. Owner Address - ---------------------------- Installer — Driller Address. Type of Building Dwelling. -- -- --- VOther - Type of Building No. of Persons--- . .---- ------------------------ y 0C _ Type of We11--=- ----. =- - Capacity= --•- — = - - - — ` Purpose of Well-- — .. Agreement: The undersigned agrees to install the aforedescribed individual well In accordance with the provisions of The Town of Barnstable Board of Health Private Well'Proiection Regulation - The undersigned'further agrees not to place the well in:operation until a Certifica a .of Compliance has been` issued by!the Health. 1. . . - `Signed. _ �`�' •- ——- --- — �-,l -- �— ----- tl t dfer' k A r! [)[ Application Approved By �,�ii-./ /. ; .__s_ v.. ! - f, \✓ —" date Application Disapproved for the following reasons: --------- ---- - -- - --------- -- —----� :_- --------------=— — date -� - rPermit No. - --- Issued--- 1- ---------- ------- �ti^13•lc?elit�BEli'ah6Cea4iAi!+rfzYfi'MPIe+!e�`v!)obelopalto'�m"Hc�a.'U"�:@a+2,L9a�SR4'3Ma93is6baa!'3b.6�:iM6Oo�s83r¢D�4ce®'biGwcRe�6R6F!`oe2Tds9e1t3t030JdFeQcRe.13t4A04.rclvl�JrmA�pi!e"sm!-ilc,«R:l�i!e4ila! } BOARD OF HEALTH. TOWN , OF BARNSTABLE Certificate ®f �CdMp�iance THIS IS TO CERTIFY, That the Individual Well Constructed'('), Altered ( ), or Repaired ( ) In g � r has been installed in accordance with the provisions of the Townof Barnstable Board.of Heal nvate Well Protection Regulation as.described in the application.for Well Construction Permit No - -- -------- THE � --Dated' --------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A.GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY.. DATE------- - --' Inspector ----=--- v.�.oTiY!o@7r�iN6Ktifi@i4:itiSdWT��ivi`eiliMiNsTiFi40YMTa?Ni9iY6BiY6YylRWW.i4w90!:i4Y'Pi:f`iwili8Pu.9i!IeIOY'�'iRA!lY9iW9i'Fi..A.4Fe.�i4�e!G'SiTi48!i44`i+iF9Ni_'ii i.�.ie�v�iW�.T�i!w!i!o�?'. BOARD OF HEALTH r TOW:N :O'F BARNSTABLE Iveri Construct on ermit t No. --- Fee I Permission is hereby granted — ----- -- — - —=-------- ----- to Construct (` ), Alter( ), or'Rpair ( ) an In 'v• agde, . ��. S -- street — - -- — ----- ------- /Zte as sho on t a plicatio for a Well Construction Permit No. - „' _� Dated - ,' __ " ¢'— ----- ---- - - — — 'Board of Health- DATE _ f 83-237 L-0 CAT ION r }SEVAGE PERMIT - gO• < OystPr Harb�rG ( �1 Vl-LLAGE Osterville, MA 02655 4 K S T A LLER'S DAIOE b ADDRESS A & B Cesspool Servi cP - 128 Bishops Terrace, Hyannis, MA 02601, 6 U 1 L DE R OR OWN ER A Felix duPont Qyst.er Harbors, Oat .rvi l l , MA_ 02655 DATE PERWIT ISSUEIr 4/19/83 DATE CO-fAPLIAWCE ISSUED. 5/ /83 , L �' �L1 ! � i, . / '-^.=� Q � ` �� ., /ji � I� � � / %,� _. ,� "�` �_-• L ��� _ tatty "3 � "r4� ill INDIAN POINT RENOVATION z { . , . .,. � 1� ���r �,L� � �: I� rowland+Broughton. VILLAGE OF OSTERVILLE wl: _.s., architecture and urban design ... .. ... ... ..... .. ... ;:. ... .. ... .... .. ... .... .. .. .. .. ... .. ... 234 e.hopkins ave. 3377 blake at 106 .. .. TOWN OF BARNSTABLE MASSACHUSETTS 9,54490066v 303,3081 30v 3 .. .. ..: .. .. ... .. ... .. .. .. .. .. 03.308.1375 1 ae ... .. 970 544 3473 1 ....' .. ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... ... .. ... ..... .. ... ..... .. e..9_+ .. ... ..... .. ... ..... ... ..... .. ... .. .. .. .. ..... .. ... ... _ ..... .. .. L A, Inc: ' ""' -" �' �'� - 'Stn aural Engineers and Bu'Iders" .. .. .. .. 1717 Waabinglon Ave.-Suite IN .. ... ... ... : ... : : Golden,Colore4o 804111 1!113131.1 ... T (. • �� • ase 7 f ... .. ... ... .. ..... .. .. a ... ` 1 .. .. ... .... .. ... .... .. .. ... .. .. .. .. .. .. - " .. AJ .. - .. ... .. .. .. .. ... .. ... ..... .. ... ... ..... .. ... ... r. ... -__ .. .. .. ... ..... .. ... ..... .. ... ..... .Rr �. ;,� .�. ar �..._•.:,..»,--.-s .. .. '. ®.. :. �� _::. " , Issues BRev o .. 10102012 ISSUED FOR HISTORICAL. COMMISSION REV] ..... ... ..... .. � -..-„',... --. _ _ _ _ - .. .. ... ..... .. ... .11.08.2012..SSUED FOR PRELIAAINARV .... .. :. :. I it '� 1. — ❑ - 117 - PRICING w: r 11.23.2012: CLIENT_REVIEW ... :.. ... .. t t ., j .. .. - - 2012=1SS.LED FOR'BUILDING'PERMIT U. t d e 4 ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... ... ..... . .. ... I PROJECT DIRECTORY SHEETINDEX:.. .. .. .. ... ... A0.1 'COVER. ... .. OWNER: ::. INDIAN POINT,INC. : ::. CIVIL ENGINEER' - -' - 339 WEST BAVROAD "' "' SULLIVAN ENGINEERING:INC. ....A02 'CODE ANALYSIS B'GENERAL INFO RNIATION' OSTERVILLE,MA 02655 7 PARKER ROAD,P.O.BOX 659 :.. CO NTACT::MARK C.CURLEV,PRESIDENT :.. OSTERVILLE,MA 02655 :1. CIVIL SITE PLAN _ --' ------'-- --- .. ... .. ..508.420.1960 .. ... 508.428.3344PHONE" .. .. .. .. .. .. .. . ... :.. ... 508.428.9617 FAX .:. ... ... ... ... ... .. ... ..... .. ... ..... ... A2.1:1" MAIN HOUSE BASEMENT PLAN ..... .. ..... .. ..... .. ..... . ..... .. ..... ..... .. 'CONTACT:PETER SULLIVAN ""' "' A2.1.2 MAI N HOUSE LEVEL ON E PLAN JOHN ODEA .:. .. .. .. .. ... A2.1.3 MAIN HOUSE LEVEL TWO PLAN A2.1.4 'MAIN HOUSE ATTIC PLAN INDIAN POINT, lNd ... ... ::. A2.1.5 MAIN HOUSE ROOF PLAN...MAIN HOUSE ENLARGED BASEMENT P. .. .. ... .. . ' -ARCHITECT: ROWLARC ITECTUREAST AND URBAN NSA VENUE DESIGN ROUGHTON ',ATTORNEY: LAWIAMCHAR OF ALBER ALBERT SCHULZ „���'� MAIN HOUSE ENLARGED BASEMENT PLAN B ES PLACE ASPEN,COLORADO 81611 7 PARKER ROAD A2.1:12 MAIN HOUSE ENLARGED LEVEL ONE PLAN N : .. .. .. 970.544.9006 PHONE ::. OSTERVILLE,MA 02655. "' 970.544.3473 FAX .."' .' 508.428.09W PHONE A2.1:13 MAIN HOUSE ENLARGED LEVEL TWO PLAN S' .._.. _ _. .. ..... _ .,,. _ ... .. . ... :� 8 INDIAN TRA L ... OYSTER HARBORS. CONTACT:SARAH BROUGHTON,AIAIPRINCIPAL :.508.420.1536 FAX A2.1.14 MAIN HOUSE ENLARGED LEVEL TWO PLAN N OSTERVILLE,MASS.02655 :.. 970.379.0111 '... -. :.. CONTACT:ALBERT SCHULZ ':.. A2.1.15 MAIN HOUSE ENLARGED LEVEL TWO PLAN S BRIAN SIPES,AIA A2.1.16 MAIN HOUSE ENLARGED ATTIC PLAN N A2 .. .. .. .. .. .. ... .. .. ::. 303.308.1373 ::. ... ... ENLARGED ATTIC PLANS ... ... ..... .. ... ..... .1.17 �MAIN HOUSE ENLA .. .... .. .... .. ..... .. A4.1:1��� MAIN HOUSE WEST ELEVATION GENERAL CONTRACTOR: MEP ENGINEER: ,. . A41 2 MAIN HOUSE NORTH ELEVATION COMPANY RDKENGINEERS A413 MAIN HOUSE EAST ELEVATION) .. COMPANY ..... .. ... ..... .. .200 BRICKSTONE SQUARE ' A41 4 MAIN HOUSE SOUTH ELEVATION .. .. ... ... ... ... .... . ... ..... .. .. ..... .. ..... .. ..... .. ADDRESS ANDOVER,MA 01810 ASA 4 MAIN HOUBE BUILDING SECTIONS � � ''''' '' ''' � '''' ''''' '' �I ADRESS : :978.2%.6243 PHONE A7.1.1 MAINHOUSE WALL ASSEMBLIES .. :.. PHONE .. :.978,475.5768 FAX ASSEMBLIES .. .. .. FAX 'CONTACT:RALPH DEVITO A7.1.2 MAIN HOUSE FLOOR A CONTACT:.NAME... ''' ��� � A7.1.3 .MAIN HOUSE ROOF ASSEMBLIES ... .. ... ..... .. ... ' PHONE �����A8.1.1 MAIN HOUSE DOOR SCHEDULES ""' "' ..A8.1.2 MAIN HOUSE WNDOW.SCHEDULES S2.1:6. MAIN HOUSE GRID REFERENCE PLAN ... ... ..... .. ... STRUCTURAL ENGINEER: S2.1.10 MAIN HOUSE ENLARGE - KL8A.INC. ENLARGE BASEMENT PLANS. T NO 1717 WASHINGTON AVENUE,SUITE 106 .. .. ... .. ... .. .. 21235 52.1.11 �MAIN HOUSE ENLARG ' .. 'GOLDEN,C080401 �.� � $2.1.12 .MAIN HOUSE ENLARGED LEVEL ONE PLAN N, .. , 303.3849910 PHONE ::. S2.1.13 MAIN HOUSE ENLARGED LEVEL ONE PLANS . . PROJECT ' ..... ... ... ..... ... ... ... ' 303.38b.9915 FAX.•. ..... .. ... ..... .. ... .....52.7.14'' MAIN HOUSE ENIARGED LEVEL TVeO PLAN N ..... ... ..... .. ... ..... .. ... ... ..... .. ..... . .. : CONTACT:GREG KINGSLEY,PhD,PE,PEng ' 52.115 MAIN HOUSE ENLARGED LEVEL TWO PLANS .- 303.61EYMYE ELL - - - JEFF.REV MVERS,P.E. .:52.7:16. MAIN HOUSE ENLARGED ATTIC:PLAN,N N.' n 720.989,8590 CELL, S2.1:17, MAIN HOUSE ENLARGED ATTIC PLAN S . S2.7.18 MAIN HOUSE ENLARGED ROOF PLAN N SHEET TITLE: .. COASTAL ENGINEERING COMPANY,INC.' COVER GR - 260 CRANBERRY HIGHWAY ' "' 52.1.19 MAIN HOUSE ENLARGED ROOF PLAN S 'ORLEANS.MA 02653 .. .. ... .. .. ... � ... .. .. .. .. 508.255.6511 E%T.572 ' �I ... CONTACT:LP,RSJENSEN .. .. ... ..... .. .. ... ..... : .. ..... .. ... ... .. ... ... ... .. .... .. .. : 508.237.4972 CELL .. .. . g :.. ... :.. SCALE �o .. .. .. A0.1 .. .. ... �� .' ` \ INFORMATION FLOORAREA SUMMARY PROJECT INFO �;' 1 }� LEVEL GROSS AREA COMMENTS . • ! -k..r „\ : ♦ } ..-. PROJECT' INDIAN POINT .. ...._ Not Plated Not Placed ' `\ 81NDIAN TRAIL f� ✓ v` Y OYSTER HARBORS BASEMENT F.F. 3,113 SF — `^•-f r ,J 'l' .h i !;. OSTERVILLE,MASSACHUSETTS 02655 LEVEL ONE 5,831,SF rowland+broughton . ��. ..( Lf t( ....LEVEL TWO 4,782SF'' ... .. ..... .. ... .. architecture and Urban design :. .. .. _ e v 1 l}-. y. 1 9� .. .ARCELID: 001801 : :: ATTIC 1.606 SF ... ... ... �/ ... - ..... .. _ ., ..... .. ... ..... - .. 234e hopklns av 3377 blake it, .. .. LE N P D91 PARCELS 001 8 014 Grand total 15,332 SF aspen M:81611 a Uenver to 80205 P GAL OESCfUPTlO MA 4 _ _. - 970544.9UOBv 3033081373v - �7 1r.,_ ;.�� : y (�` r APPLICABLE CODES:. BUILDING CODE: 2009 Lit. 8780 CMR 5100 BEDROOM SUMMARY 970.544,3473f 303.3fIB.1375t �r•.....,s—r.-,'^ r ... MASSACHUSETTS RESIDENTIAL CODE 8TH EDITION _ ... ... ... ... ..... .. /J 1" PLUMBING CODE:248 CMR The Massach—We ROOM NAME ER NET AREA ..... ..... .. .... .. ,u Fuel Gas and Uniform SbW Plumbing Code ROOM NUMB MECHANICALCOOE: 20091.M.C. BEDROOM p1 204 218 SF y .T '1 ELECTRICAL CODE: 2008 N.E.C. BEDROOM 02 205 184 SF -- JJJ KL&A;:Inc. .. �1 .. JC 1': 1...�,a� .. ...., .. ENERGYCODE::. 20091.E.C.O BEDROOM 211.. 224 SF .. ..... .. ... ., ... .... .. .... .. ... .. .. _ BEDROOM p4 211 StruClUrel I - CLIMATE ZONE:.. SA224 SF r 1� Engineers and Bu ltlers' �l. .. .. : BEDROOM#5 210 181 SF _ 1717 Wsehlnaton A.enue yule 1ao p1 '� FIRE SPRINKLERS: YES,AUTOMATIC RESIDENTIAL FIRE SPRINKLER BEDR60M.Oe 214 .. 194 SF : Gowen Coll—W401 �I .SYSTEMS WILT BE DESIGNED AND INSTALLED IN BEDROOM.p7 216 1468E : P(303)394 s910 F(303)304 s915 ACCORDANCE WITHNFPA 13D. - MASTER BEDROOM 230 321 SF - - - Gowen• Lovown4• Bamn.Co 6uneb,wY 4' .. .. Grand fool'8 .. : 1,843 SF FLOOR AREA: REFER TO DIAGRAMS BELOW ... .. ... ::. ELEVATION: PROJECT DATUM 100'=15.8'NGVD.REF.CIVIL DRAWINGS .. ..... VICINITY MAP(N.T.S.) ...PROJECT SITE LOCATION .... .. ... ..... .. ... ..... .. ... ..... .. \ `. �f /?�:v .. .... ..... ... .. .. .. SYMBOL LEGEND GENERAL NOTES.. ... F .1 .. y -j ... - . . .. 'DO NOTSCALE DRAWINGS.VERIFY QIMENSIONS IN PROVIDE ACOUSTICAL:BATT,INSULATIONATALL FIELD PRIOR TO COMMENCEMENT OF WORK. SHAFTS,TOILET ROOM WALLS,MECHANICAL ROOM e A1101 CallPut Head CLARIFI CATIONS,.IF REQUIRED,SHALL BE OBTAINED.. WALLS ADJACENT TO OCCUPIED SPACES,. e FROM THE ARCHITECT. BETWEEN BEDROOMS AND CONTINUOUS AT THE. " - I \ ...__.._.... G.•' \ .. .. .. SECOND FLOOR AND AS NOTED ON THE PLANS. % \� ... .. - NO DEVIATIONS WILL BE MADE FROM THE � � ' \ ~-"� i \ 1 " ARCHITECTURAUSTRUCTURAL PLANS AND DETAILS CORRECTIONS OR COMMENTS MADE DURING \ \` Ref... WITHOUT THE WRITTEN APPROVAL OF.THE SUBMITTAL 00 NOT.RELIEVE CONTRACTOR FROM - ..... .. .. .. .. \ - ..... '`/ \\ - Issues 8 Re ston 1 \ ARCHITECT AND/OR ENGINEER.APPROVAL BY THE COMPLIANCE WITH THE REQUIREMENTS OF THE \ 1. CITY INSPECTOR DOES NOT CONSTITUTE CONTRACT DOCUMENTS.THE CONTRACTOR IS - \i \,`1 PROPERTY LINE s .. 'AUTHORITY TO DEVIATE FROM THE PLANS AND/OR RESPONSIBLE FOR CONFIRMING AND CORRELATING 1 v \\\;,q 11.08.2012 ISSUED FOR PRELIMINARY ,1:MODEL 1 SPECIFICATIONS. ALLQUANTITIES ANDDIMENSIONS;SELECTING I 1 `�;. EXISTING DOCK PRICING rc ELEV .Model V'ew Elevation Mark .. ., .. ,� __ - --.. — �o('`, AND STRUCTURE ..... FABRICATION PROCESSES AND TECHNIQUES OF.. / - \,�'" \ -12.03,2012 ISSUED FOR BUILDING PERMIT m \ \ \,. PROVIDE BLOCKING IN PARTITION$AS REQUIRED CONSTRUCTION'COORDINATING HIS WORK WITH { �. 1 FOR ALL THE ITEMS ATTACHED TO WALLS, THAT OF ALL OTHER TRADES;AND PERFORMING HIS \ \j' �--1 Ref INCLUDING OWNER FURNISHED ITEMS .. .: WORK IN A SATISFACTORY MANNER .: ... i .. .: - :.. OCCUPIABLE SPACE \ , /F� J \ EXISTING HOUSE COOROINATEDAS REO'O. ..... .. ... ..... ... ..... .. ..... .. .THE*CONTRACTOR SHALL MAKE ALL NECESSARY.. ..... ... ....3113 SF ... .. _ - �o.F`'r .. ... ..... ... ..... .. ... \ \ WITH PROPOSED .... ... ,\ l \-�; .\ 'ADDITION 1Ref ... \�" �.:\1�. :. ALL GYPSUM BOARD TO BE AT USE WATER PROVISIONS FOR THE PROTECTION E EXISTINGRESISTANT GYPSUM BOARD 1 , ¢ A101 ¢ Elevation Mark CEMENTITIOU$BACKER BOARD AT Sl10WERSND FACILITIES COSNTRUCTOIONND ADJACENT TO THE SITE DURING \,i\\ \\ "/ \ .��€ .� /O iTr'\,.\ .. .. .. O ..... TILE MUST BE APPLIED OVER CEMENT BACKER .... THE WORKCONTRACTOR MALL SHALL SUPERVISE AND DIRECT.. ..... .. ... ..... _ - .. .. .. _.. .,. (t ..... ..... .. 1Ret : BOARD.(SURFACES SUBJECT TO WATER WORK AND WILL BE SOLELY RESPONSIBLE FOR ALL SPLASH.(SHOWERS AND TUBS). CONSTRUCTIOND PROCEDURES. METHODS,TECHNIQUE, 1 1'1\/ .. SEQUENCES,AND PROCEDU ES. - \; I "' " "'" "d ALL PENETRATIONS AND JOINTS OF DRYWALL AT .. \\\ ... .. Grid Mead �� � ACOUSTIC WALLS ARE TO BE ACOUSTICALLY THE CONTRACTOR SHALL BE RESPONSIBLE FOR � � I - I\' \ � � - O SEALED. A CONDITIONS WHICH IN HIS OPINION MIGHT - ( / � ENDANGER THE STABILITY OF THE STRUCTURE AND .. DETAILS ARE USUALLY KEYED ONLY ONCE ON OF ENSURING PROPER ALIGNMENT ON ALL PLANES :. Name PLANS OR ELEVATION$WHEN THEY FIRST OCCUR) OF THE FINAL STRUCTURE:. Elevation AND ARE TYPICAL FOR SIMILAR CONDITIONS \\\ Level Head ''- \ B :. THROUGHOUT.UNLESS NOTED OTHERWISE. DETAILS ARE INTENDED TO SHOW THE INTENT OF. i " SIM THE DESIGN.MINOR MODIFICATIONS'MAY BE I I,,I .. 1 .;Seotidn Head=Assembly OR ILL SUBCONTRACTOR IS REQUIRED TO REQUIRED TO SUIT THE FIELD DIMENSIONS OR: - 1 'I�I�) \.\( I ... REPAIR AND REFINISH ALLTOREMAIN EXISTING :CONDITIONS,ANDSUCH MODIFICATIONS SHALL BE " - - CEILINGS AND WALLS WHICH MAY BE PENETRATED INCLUDED AS PART OF THE WORK OF THE !' / `\ SIM OR CUTAWAY FOR MECHANICAL,ELECTRICAL, CONTRACT.. •.� \ I ' 1: Section Head-Building :PLUMBING,OR FIRE PROTECTION WORK. %� - A101: THE OWNER;ARCHITECT;CONSULTANTS AND ALL ' / \ ` ; \ 192%6''_ \ - /C'- �//{y' 'II . . .EXISTING WALL CONSTRUCTION TO BE FIELD INSPECTIONS FROM PERTINENT AGENCIES SHALL VERIFIED BY THE CONTRACTOR ANY - BE PERMITTED ACCESS TO THE JOB SITE AT ALL - '. DISCREPENCIES BETWEEN EXISTING CONDITIONS TIMES DURING NORMAL WORKING HOURS. ' .. settie�Heae-Oemil .. :' .00CUPIABLE SPACE " _ e . AND THOSE DEFINED IN THESE DOCUMENTS SHALL ��/ -- BE BROUGHT TO THE ARCHITECTS ATTENTION - THE-CONTRACTOR SHALL LEAVE THE BUILDINGS IN S63'I SF :: :: I�- // 1 %• .\ /%/ 1 PRIOR TO CONSTRUCTION. :A SECURE CONDITION DURING THE.PERIOD OF THIS ... .. % ... ... _ WORK MEN THE CONTRACTOR'S WORKMEN AND -- //MOwDE`L\ Section Head-Mod,I THE WORK SHALL CONFORM TO THE APPLICABLE SUBCONTRACTORS ARE NOT PRESENT ON THE / irl \ -� --_✓�j fl � "SECTION .. :BU ILDING CODE AND ALL OTHER ORDINANCES, JOB. - CODES AND REGULATIONS LISTED IN THE ::. -:. ::. .SPECIFICATIONS OR ON THE DRAWINGS.AND THE SITE SHALL BE KEPT CLEAN,AND HAZARD- REQUIRED BY THE LOCAL AHT'S.THE GOVERNING' FREE:THE CONTRACTOR AND EACH Section Head-Wall CODE,RULES,AND REGULATIONS ARE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR A101 :.. COLLECTIVELY.REFERRED TO AS"THE CODE".THE -..MAINTAINING HIS EQUIPMENT,MATERIALS;AND: -�--- CONTRACTOR SHALL REPORT ANY '' '' WORK IN A NEAT,CLEAN,ORDERLY;AND'SAFE''' •� '' '' ''' _ ::. ... INCONSISTENCIES,CONFLICTS OR OMMISSIONS HE: CONDITION AT ALL TIMES. : : - -- // _ "- { TO.FINISH MAY DISCOVER TO THE ARCHITECT FOR ""- "' - - - "' -' "" Spot Elevation INTERPRETATION TO PERFORMING THE WORK - DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA O.FINISH _ BEFORE STARTING WORK.SECURE PERMISSION POINT;INC � SHOULD ANY CONDITION ARISE?AI{ERE THE INTENT FROM THE OWNER PRIOR.TO DEACTIVATION. / .. LAN - ON THE DRAWNGS IS IN DOUBT OR WHERE THERE R - "'- "' "' "' IS A DISCREPANCY BETWEEN THE DRAWINGS AND -' NO STRUCTURAL MEMBERS SHALL BE CUT FOR.Room name name FIELD CONDITIONS,OR A CONFLICT APPEARS IN THE PIPES,VENTS,DUCTS,AND OTHER SIMILAR / l 7 Tag-Area DRAWINGS,A NOTIFICATION SHALL BE REQUESTED-..OPENINGS EXCEPT AS DETAILED OR / 150$F OF THE ARCHITECT IMMEDIATELY AND PRIOR TO : ,SPECIFICALLY AUTHORIZED IN WRITING BV THE: ;. - _ - 6INDIAN TRAIL PROCEEDING WITH THE WORK. STRUCTURAL ENGINEER. _ -� - ... .. ... -/' OYSTER HARBORS. it Q NOTED DIMENSIONS TAKE PRECEDENT OVER INSTALL FIRE STOPS AS REQUIRED BY CODE. ', / / OSTERVILLE,MASS.02655 Tag-Revision .. SCALE LARGE SCALE DETAILS GOVERN OVER %: I III j\'y. SMALL SCALE DETAILS.' USE TREATED LUMBER WHERE REQUIRED BY coDE. � .�� �� OCCUPIABCE.SPACE ..... .. ... slu. .....Ta-AssemN-Floor NO DEVIATION.FROM THE DOCUMENTS IS .. .. ... 4762 SF .. "'`..,/ .. I ..... .. ... �' .. .—.—.__.—..__...—._ _..... ..... .. fro®ars 9 Y PERMITTED WITHOUT FOLLOWING THE CONTRACT THE WORD-TYPICAL,AS USED ON THESE PLANS,' :' MODIFICATIONIPROCEDURES NOTED IN THE SPEC. ..REFERS TO ITEMS OUTLINED ON A SPECIFIC DETAIL ...AND:THAT ARE VALID AND REPEAT THEMSELVES IN .: CONTRACTOR SHALL PROVIDE A FIRE PROTECTION THEE OR SIMILAR DETAILS REFERRED TO IN ... Tag-AssemElY-Wall-TYPe Mark ... _ ... .. SYSTEM DURING CONSTRUCTION.�� � � OTHER AREAS OF THEPLANS. 3:12 Q H N CONTRACTOR SHALL COORDINATE ALL SLAB AND FOLLOWALL MANUFACTURERS REQUIREMENTS - - ' nD a i7 Tog-Roof WALL OPENINGS REQUIRED BY MECHANICAL AND REGARDING SPECIFICATIONS,ASSEMBLIES,... ..' F7 312 .. ELECTRICAL DRAWINGS: MATERIALS,AND ADVISE ARCHITECT OF ANY ROOM NAME, - DISCREPENCIES OR CONTRADICTIONS WITH THESE / - 101 ..Tag.Room .' DOCUMENTS. ... .. : _ .... .. .. Teg-8teir .. .. .. ... .. _ .. ... ... .. .. .. .. ..... 11"TVP TREAD .. .. ... .. ... '�1 vll+"!NI p`•, e .. . .. � PROJECT NO .. .: .. .. .. 21235 .. - XX R' Tag-Debil ltom ..... .. .. .. ..... .. ... ... ..... .. WATER I .. :. O Tab-Door ... :. .... ..... ... .... NE(HIGH) ..... ... ... .. ... o : : ' �WATER.LINE(LOW) - Y•1 ... SHEET TITLE: .. ... ... B; OCCUPIABLE SPACE CODE ANALYSIS& MATERIAL INDICATIONS.. B a'=I. .. . .. GENERAL ,�. INFORMATIO SCALE:As indicated N _-.. 1606 F ' PLAN TRUE NORTH NORTH AO.2 t 1 ARCHITECTURAL SITE PLAN ... .. ., .. ..... .. .. A0.2 SCALE: 1'=50'-0' (SEE CIVIL ADDITIONAL INFORMATION) - _ 7 4 2 , - - row land and urbegde� architecture 9 ..... .. ... ..... .. ... GENERAL PLAN NOTES: .. ... ..... .. ... .... .. ... .. .... .. .... .. .. .... .. ... .... .. .. .234e.5o 81611 denve a at 105 ... .. .. .. .. aspen,co 8181 over 08 80205 1. DIMENSIONS SHOWN ARE TO FACE OF FRAMING 8 I ��v 1- de303..3W.1 7 v CENTERLINES OF OPENINGS UNLESS NOTED � -:�: :.. �� � � �-� � :-: :.. .. - .. :': :,, .. 970.544.3473 f,' 303.308.1375 f OTHERWISE.DIMENSIONS MARKED"CLEAR"ARE TO - :. 2. SEE SUPPLEMENTAL METAASCHEDULES IANDNFORMATION. OUTLINE SPECIFICATIONS FOR PROVIDE BLOCKING IN PARTITIONS AS REQUIREDInc, 'y� FOR ALL ITEMS ATTACHED TO WALLS:INCLUDING ::. C+ -- - : KL&A� L/LC• POWDER: Sin 11uIllEngineers and Bu Iders ..... .... OWNER FURNISHED ITEMS. .. ..... ..... .. .... ® ... .. .. .. .. ... .. .. �'— 1]1)Waslimplon gvenue,SUEe 100 4. CONFIRM MOUNTING BRACKET LOCATIONS FOR ALL - _ M' Gobon,Wbnao apao, TELEVISION LOCATIONS WITH OWNER/ARCHITECT — ANDPROVIDEBLOCKINGASREQUIRED. — ... ... 5. FURNITURE 8 EQUIPMENT(WHERE SHOWN)IS FOR ... .. — _ . ... .. .: .. ... — ..._ _.. Goban•lovele(ntl�• BesaM1 COfeuRob'WV GENESCAL AND REFERENCEEONLY. ""' -' "' "' L "' -- ---- - K 6. GENERAL CONTRACTOR TO COORDINATEEQUIPM — . ... ... REQUIRENT MENTS.LOCATIONS AND POWER':.. .. .. .. ... REQUIREMENTS.TYP. .. .. ... .' .. .. .. .. .. .. . ::. .7. INTERIOR FRAMING IS 2X4 NOMINAL UNLESS NOTED :. .. ... .. .. ... ..... ... ..... .. ... OTHERWISE:INTERIOR WALLS ARE TYPE W-1/A7.1+1 .... .... • '`: ..... .. .. - ..... .. :: .... .. ... .... ... � LAUNDRY .... .. ...EXISTING . U.N.O. - CRAWL SPACE FOUNDATION 8. SQUARE,PROFILED SHEET METAL GUTTERS TO BE - - 012 .WALLS ABOVE, _ USED WHERE GUTTERS ARE REQUIRED. STORAGE' - TYP. - ::. 9. PROVIDE A COMPLETE LIGHTNING PROTECTION ... .. : ... O ... ... ... .. ... SYSTEM FOR THE ENTIRE BUILDING,TYP. _ - 10. G.C.TO COORDINATE SIZE OF VINDOWS WTH — .. .: DEPTH:OF FURRING ON ADJOINING WALL WHERE :.. UP ' 007 APPLICABLE TO AVOID CONFLICTS.COORDINATENTH ARCHITECT ARCHITECT FOR DETAILS. : : -:- - `�•1 i - - 11. ALL MILLWORK TO BE COORDINATED WITH 1 � � � "" ""' ""' - MILLWORKPACKAGE.PLEASE VERIFY - _ _ - FOUNDATION AT EXISTING REQUIREMENTS OF.APPLIANCES PRIOR TO - :. H .. - — - ::. FABRICATION.SUBMIT'SHOP DRAWINGS FOR -- I Yi I HALL TO ... ... ATION ARCHITECT REVIEW. .. ::. .. .. �- UP : ® MECH. ... ... ... ... FIVE51ZECE OOREMAIIN; 12."ALL LUMBER IN CONTACT WITH CONCRETE OR - dons I GRADE TO BE PRESSURE TREATED OR APPROVED O - .. EQUIVALENT. 005 006 13.' COORDINATE LOCATION AND ROUTING OF ALL "" - - -' ELECTRICAL CIRCUIT,MAIN,AND LOW-VOLTAGE - .. .. Issues 8 Re' 09.21.2012 CLIENT REVIEW ... 10.202012 CLIENT REVIEW ' ..... .. .... LINES WITH G.C. .. .... .. ..... ... ..... ... u .. .. .. ..... .. .. 11.032012''CLIENT REVIEW ..... 14. SPOT ELEVATIONS REPRESENT AS-BUILT - - - 11.Oe.2012 ISSUED FOR PRELIMINARY .. .. .. CONDITIONS AS UNDERSTOOD BY ARCHITECT.G.C. ... ... :� : PRICING SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR - "' "' - ... ... EVIEW TOCONSTRUCTION. ... ... ... .. ... ... ... 15. NOTIFY ARCHITECT IF CONFLICT ARISES BETWEEN - 12.032012 ISSUEIENT D FOR BUILDING PERMIT EXISTING OPENINGS AND PROPOSED DOOR AND WINDOW DIMENSIONS AND TRIM DETAILS. - - .. ... .. . I& ALL CALLOUTS REFER TO NEW ITEMS U.N.O.::' 17. DO NOT CUT NEW PENETRATIONS IN EXTERIOR - - - - - ENVELOPE WITHOUT ARCHITECT APPROVAL. ''' '' - EXISTING .. �_ .... .... ..... ..... 18. ALL EXTERIOR SHEATHING 8 FRAMING MEMBERS NOT CRAWL SPACE SHOWN TO BE DEMOLISHED MUST REMAIN INTACT. ACCESS. ... .. ... .: G.C.TOCONTACTAR DEMOLISHEDCT IF UNCERTAIN OFAREAS TO E .. ... .. ... ..19. ALL BATHROOMS TO HAVE MECHANICAL .. ..... .. ... N.. ..... MEDIA ... ..... .. ... ... ... ..... .. .... ..... .. .. .. VENTILATION. ... ::. .. . .. ... .... � LEGEND: .. ... ... ... .... - ... .. .... .. .. .. .. ... .. ... ..... .. .. (D COMBINED CARBON MONOXIDE AND SMOKE .. - m 1 :.. ... DETECTOR ... .. 1.4.. .. .. ... .. ::' . ... ... f .. ... ... f CLOSET .� .. t .POWDER � .1 011 003 ..... .. ..' MATCH 1 A2.1.10 � . .... .. ... .... .. 1 A2.1.10 MATCH 4 ..... ..... ..... .. D D .. IN 1 .A2.1.11 .. 1. A2CRAWL SPACE o1z WINE ROOM 0o1 INDIAN POINT, INC. .. .. .. .. .. .: I: .. :.I. .8INDIAN TRAIL ... .. ... ..... .. .. ... o ... ..... ..... .. ..... ..... ..... OYSTER HARBORS. .. CRAWL SPACE OSTERVILLE,MASS.02655 I :. :. :. PROJECT PROJ.. 21235EC .: .. :.. .. :.. :.. .. :.. .. I .. .. - .. ... .. ... .. ... 2'-21/4 15'-31/4" 3'-fY'3'3 3-3"3'-0" 15'-31/4" '13'-11/4" SHEET TITLE I z3'-e,rz z4'-7irz s-,1rr 3'-s3/ MAIN HOUSE. BASEMENT PLAN ... .. .. .. :. 7 6 5:. a :.. :.. .. SCALE::As indicated iy ... ... .. ... .. .. ... ... ... ... .. ... ... ..... ... ... .. ... .. .:PLAN ....TRUE / \L. 1 .1 1 �� ... ..... .. ... .. .. .. ... ..... .. ... .. .... .. .. ... .. ... ... .. ..... NORTH NORTH .... . 2BASEMENT-PLAN .. .. - A2.1., SCALE t18.._1.-0.. 4� .. .. - I .... .. ... .. ... .. ... .. -53/4 ..... .... - 7 4 2 1 20'-1 1/4' 14' 1012': 5' 10" �7'�3 12' :. 26'-11 1/4" rowland+broughton architecture and urban design ::. ..... .. ... ::. ..... .. ... _GENERAL PLAN NOTES: ... .. ... ..... .. ..... .. ... ... ..... .. ... ..... .. .. .... .. ... ..... .. ... ..... ..234 nh 816eve. de Blake at 108 i. DIMENSIONS SHOWN ARE TO FACE OF FRAMING 8 - aspen.cWOO v 1 de—,w 80205 970.544.9008 v 303.308.1373 v .. .. .: .. CENTERLINES OF OPENINGS UNLESS NOTED .. - .. 303.308,13751 .. OTHERWISE.DIMENSIONS MARKED"CLEAR"ARE TO . ... 97054C.34731 2. SEE SCHEDULES AND OUTLINE SPECIFICATIONS FOR SUPPLEMENTAL INFORMATION. - ---... 1 3. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED- -- - - L L FOR ALL ITEMS ATTACHED TO WALLS,:INCLUDING ;:. � :: _—= WALK-[ ... ... ... �/ A� Inc1 OUTDOOR" A4.,' K OWNER FURNISHED ITEMS: - "' S—SOWER __.— CLOSET ""' " - "' St"tural Engmeets a nd Buld— - 4. CONFIRM MOUNTING BRACKET LOCATIONS FOR ALL 1� 171]Wasninglon gvenue,sane t00 TELEVISION LOCATIONS WITH OWNER/ARCHITECT - — -- - OOMen,Cobredo e0101 .. .. AND PROVIDE BLOCKING AS REQUIRE M' ;;P(3W)3ga g9t0F(wa)3Bo 9915 ... : 5. FURNITURE 8 EQUIPMENT"ERE SHOWN)IS FOR ... - — -- -- - ... - GONen Lwela�4 Basso,CO Bullet.V✓r ...,. ..... .. ..... ..SCALE AND REFERENCE ONLY. .. ..... .. _ .... _ .. .. ..... .... :. :. 6. GENERAL CONTRACTOR TO COORDINATE — ... EQUIPMENT LOCATIONS AND POWER - L . .. .. REQUIREMENTS,TYP. .. ... ." .. . 7: INTERIOR FRAMING IS 2X4 NOMINAL UNLESS NOTED. .': ... .. ... DINING, ... ..... .. ..... OTHERWSE.INTERIOR WALLS ARE TYPE W-VA7.1.1 .... ... ..... .. ..... .. ... .... .. .... .. 106 .. ..... .... . .. ..... .. .. .. U.N.O. .. .. BREAKFAST .. .. :.. 8. SQUARE PROFILED SHEET METAL GUTTERS TO BE EAKF —77j R AS i 0 I Will . .. .. .. .. ... USED WHERE GUTTERS ARE REQUIRED. .. .. .. ... .'b .. Illl MUD ROOM 103 9. PROVIDEACOMPLETELIGHTNING PROTECTION -- - Flo, - ---- - --- - -o "' ""' "SYSTEM FOR THE ENTIRE BUILDING,TYP." "' � "' 10. G.C.TO COORDINATE SIZE OF WINDOWS WITH - .. - DEPTH OF FURRING ON ADJOIN I NO DOWS WHERE - .� POWDER — — — J 101 ' APPLICABLE TO AVOID CONFLICTS.COORDINATE - - I ql r UP Ir . .. ... .. ... ... WITH ARCHITECT FOR DETAILS.. ... .. ... .. ... 11. ALL MILLYWRKT08E COORDINATED WITH - - '- --- MILLWORK PACKAGE.PLEASE VERIFY :. ON :. ® .i�. -'-'-- --- - REQUIREMENTSORAP.PLIANCES PRIOR TO C. I II KITCHEN ... ... .. .. H.. - o . FABRICATION.SUBMIT SHOP DRAWINGS FOR -- "' — — — ... - ... ARCHITECT REVIEW. ... PANTRY .. .. ... ... .: ... 12."ALL LUMBER IN CONTACT WITH CONCRETE OR - 0 _ "' Issues 8 Revlsons. GRADE TO BE PRESSURE TREATED OR APPROVED - ... .. :.. EQUIVALENT. ... DN 104 13.' COORDINATE LOCATION AND ROUTING OF ALL - — - "---" — — 09 21 2012 CLIENT REVIEW . I �' — 10,20.2012 CLIENT REVIEW ELECTRICAL CIRCUIT,MAIN,AND LOW-VOLTAGE - .. ..... .. ... ... .. ... LINES WITH G:C.' .. ... ..... .. .. ..... .. ... ..... __-_ ____ _______ LIII .. - .... 11.03.2012' CLIENT REVIEW ..... ..I G 14. SPOT ELEVATIONS REPRESENT AS-BUILT 'v1 HALL I 1108.2012- ISSUED FOR PRELIMINARY CONDITIONS AS UNDERSTOOD BY ARCHITECT.G.C. ... .. 107 L PRICING 1 SHALL FIELD VERIFYALL SITE CONDITIONS PRIORL 'SCREEHED ... .. ... ... ... .. ... .. 1 . ... .:. TO CONSTRUCTION. ... .. ... :-: 2012 ISSUED FOR BUILDING PERMIT ... ... NOTIFY ARCHITECT If CONFLICT ARISES BETWEEN - .... BASH .. ... I EXISTING OPENINGS AND PROPOSED DOOR AND J WINDOW DIMENSIONS AND TRIM DETAILS - .16.' ALL CALLOUTS REFER TO NEW ITEMS U N O ' 17. DO NOT CUT NEW PENETRATIONS IN EXTERIOR - i EVA ... .. ... .. .. ..... .. ... __.I ... I I. - ELEVATOR L.FE .. ENVELOPE OR SHE T ARCHITECT APPROVAL. 18. ALL EXTERIOR SHEATHINGS FRAMING MEMBERS INTACT. ____JL ___JL __- SHOWN TO BE DEMOLISHED MUST REMAIN INTACT - "' G.C.TO CONTACT ARCHITECT IF UNCERTAIN OF - AREAS TO BE DEMOLISHED. - 19. VENTIL TION. TO HAVE MECHANICAL - - _______ — — ' VENTILATION. - ..... .. ... .... LEGEND: ..... .. ... ..... .. .. ..... .. ..... .... .. LIVING ... ..... .. ..... .. .. .. COMBINED CARBON MONOXIDE AND SMOKE .. 110 ... DETECTOR, ... _ - __ __ ____ . ... ... ::. -____ ___ -___ ss. . ... ... 1 i; .1.4 � I I R .. MATCH 1' A21 12 _ FO 2E I I I I 1 A2.1.12 MATCH I I' DP ® I I I .. ... .. .. ... .. .:-. ... ... D ... LINE 1..A2.1.13: �. .. D .. I ... .. ... I .. I .1 A2.1.13 LINE .. ... ... ... .. ... .... .. ... .. .. .. 'A4.1.3 O 113] ON ... ... .. .. OFFICE. ::. .. .. .. :.. .. .:I :. ® FOYER, �-,- / � I CLOSET c — — -___ --_= IIIIIJ- : -1. — — c INDIAN POINT IN.0 _ Illil I - I '81NDIAN TRAIL .. .. .. ... OSTERVIL , I I I �. ,� I. FAMILY 'I ARBORS .. I11-51 OYSTER ; III I C MASS.02655 ---- ----- -- - I S PORCH D�I I I F C IJI ! lI B B _— — _1F...11u I I� � FT[III Ali Ill ill ( llt�illl I I! I I IIII.III IIIIIII I Ilia J I I I IIIIII II I I IIIIII II I ' .. ... .. .� �:.I. nllll.l 111 nl a lul n II Inllnnl.l un II.I I.I Ilun:nn nlln Illnll :I I I ... .. ... 1'I III I I IIII II I,IIII I I II.I I I I�I II.I I I'11111t ;;' .. PROJECT NO: ... ... .. � �� 21235 2 16 - .. .. .. SHEET TITLE: . 2' 7 13/ 18 ..... .. ... ... .. ... ... .. ... ..... .. ... .. .. ... .:. ..... .. .I 3-0" ... - ..... ..... .. ..... - .. 2'-21/4" 15'=107/16.' 15'-107/16" .. .. .- 3'-53/4' MAIN HOUSE . 17'-T 23' 817 "24' 712" LEVEL ONE PLAN. . >: :.. 6 5: :3 2 1 SCALE::As indicated:. 7 .. : PLAN' �:TRUE. � � NORTH 'NORTH" .. @�y@ ..... .. ... .... .. ... ..... .. ... ..... ..... .. .. ..... ... .. .. .. .. .. .Y LEVEL ONE PLAN ..... ... ..... ..... . .. SCALE: 1R I'-0" ff:w.vo=�w..a...a�.,o ••� �11114' 3 rowland+broughton. architecture and urban design . ..... .. ... ..... .. ... GENERAL PLAN NOTES: .. ..... .. ... .... .. ... .. .. .. ..... .. .... ..... .... ..... .234 e.hppkina ave. 3377 Blake St.108 _ p 1811 Denver,co 80205 1. DIMENSIONS SOF OP ARE TO FACES FRAMING 8 - - .. CENTERLINES OF OPENINGS UNLESS NOTED � .:�: :.. .' - ;; � ::� � � : ... � � �� � � � � 303.308.7378 , 9].544.9006 v 303.308.1373 v OTHERWISE.DIMENSIONS MARKED"CLEAR"ARE TO - . ... ... .... .. ..... ..... ..FACE OF FINISH, ..... .. ... ... .. 2. SEE SCHEDULES AND OUTLINE SPECIFICATIONS FOR SUPPLEMENTAL INFORMATION. 3. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED �&- - - _ Inc' FOR ALL ITEMS ATTACHED TO WALLS,:INCLUDING - �� ' KL� A4.1'. - OWNER FURNISHED ITEMS. "' - "-" "- - "- - - - StrU aural Eng veers and BUId s - 4. CONFIR M MOUNTING BRACKET LOCATIONS FOR ALL 1n7 Washugmn Avonua sane tap TELEVISION LOCATIONS WITH OWNER/ARCHITECT GOBen Cabnm a0a0t .: : .. ... AND PROVIDE BLOCKING AS REQUIRED. (N o — — — — — — — — M - 'P(aoa)384.1a F(3oa)Sea.15 FUR NITUREB EQUIPMENT — EC ".. ... (WHERE SHOWN)IS FOR . ... _ CLOSET BATH Cb aon Lavelentl 6evn,CO Buaab,MN "SCALE AND REFERENCE ONLY .. ""' - _ "' ---. LOSET _ _ D® __zz1 zo3 — — -_ K .. 6. GENERAL CONTRACTOR TO COORDINATE - EQUIPMENT LOCATIONS AND POWER . -- ----------------- REQUIREMENTS. — L zoo ❑ 1 ... ... .. G IS ... ROO .. .. :7. INTERIOR FRAMING 15 2%4 NOMINAL UNLESS NOTED. ... - '-OM#3 -- - -- ... .. ..... .. ... ..... .. OTHERWISE:INTERIOR WALLS ARE TYPE W-VA7.1.1 .... .. ... ... ..... .. ... ..... .. ... .. BEDROOM'#3'- _ ... D� ..... .... .. ..... :. .. U.N.O. : --� P ROOM. INANN :.. : :.. 8. SQUARE,PROFILED SHEET METAL GUTTERS TO BE : - - -a LAY .. .. a 200. zo1 u_ CLOSET 1 a n: I USED WHERE GUTTERS ARE REQUIRED. 777 9. PROVIDE A COMPLETE LIGHTNING PROTECTION ::. ... - ... fj1 ® = 224 - "' SYSTEM FOR THE ENTIRE BUILDING,TVP "' - - - - - 10. G.C.TO COORDINATE SIZE OF VNNDOWS WITH -, BATH DEPTH OF FURRING ON ADJOINING WALL WHERE APPLICABLE TO AVOID CONFLICTS.COORDINATE _ - - ... .. .. .. POWDER.: :. ... ... WITH ARCHITECT FOR DETAILS. : 20 2 11. ALL MILLWORK TO BE COORDINATED WITH El MILLWORK PACKAGE.PLEASE VERIFY :.. :.. REOUIREMENTS ORAP.PLIANCES PRIOR TO :.. ® 213 m FABRICATION.SUBMIT SHOP DRAWINGS FOR BEDROOM .. .. ARCHITECT REVIEW. ... ... .. ::: ... ... .. DN r � III II uP. #2 I 12."ALLLUMBER IN CONTACT WITH CONCRETE OR ""' "."' I' I. G ETI 205 1--BReVa— 220 ORADE TO BE PRESSURE TREATED OR APPROVED - STAIR I 218 �j 225 - .. :.. EQUIVALENT. :.. : ® - - --- 09.21.2012 CLIENT REVIEW .. ... .. COORDINATE LOCATION AND ROUTING OF ALL - ii' DECK G 10.20.2012 CLIENT REVIEW ELECTRICAL CIRCUIT,MAIN,AND LOW-VOLTAGE - III B ' LINES WTHG. 14. SPOT ELEVATIONS REPRESENT AS-BUILT to LOW HEIGHT 206 _ -- LI219 NE 120881H ... � ... .. - ..... .. ... ..... .. _ it 03.2012 CLIENT REVIEW CONDITIONS AS UNDERSTOOD BY ARCHITECT.G.C. .- STORAGE I I I _ I BAT ( ( ( f 11 Ot3.2012 ISSUED FOR PRELIMINARY iI ' - .. PRICING SHALL FIELD VERIFVALL SITE CONDITIONS PRIOR 228 IrIIIIIfl'I 11232012.. CLIENT REVIEW r II TO CONSTRUCTION. - .. - O I .I; _= . ..... N .... 12,03.2012 ISSUED FOR BUILDING PERMIT - -- -- 18.' NOTIFYARCHITECT IF CONFLICT ARISES BETWEEN '' � . EXISTING OPENINGS AND PROPOSED DOOR AND WINDOW LCALOUTSDIMENSIONSRREFER ANDNEW ITDETAILS.MS . _ .. CLOSE _ ` i6.' ALLCTCUT SREFERET NEW ITEMS U.N.O... NEW ENVELOPE WITHOUT ARCHITECT APPROVAL1'� - 18. ALL EXTERIOR SHEATHING 8 FRAMING MEMBERS NOT •- BEDROOM#4 SHOWN TO BE DEMOLISHED MUST REMAIN INTACT. : - - 211 G.C.TO CONTACT ARCHITECT IF UNCERTAIN OF 0 ^OI.I'.. .. ... AREAS TO BE DEMOLISHED. . ... .. ... ..... ... ... .. ... . .. .. .. ... .. ... .. ... ... SBA TH BEDROOM#5 - ,z z10 19, ALL BATHROOMS TO HAVE MECHANICAL a ... .i... . , , E VENTILATION. .:: .. :.. ... ... ... -- ... ... : ... r �.. . .. ... ..... .. ... LEGEND: ..... .. ... ..... ... .. _ 215 ..... .... .... .. LOSE: BATH Q COMBINED CARBON MONOXIDE AND SMOKE m. ... ... DETECTOR ON - 213 ' BEDROOM#61 :.. — O .. 118 LINE _ .. ... .. ... .. .. ... .. ... .. LINE --- .. .. .. .. MATCH 1' A21 14 1+ 214 1 A2.1.16 MATCH .. .. ... .. ... .. ... .. ..' .. .. .. ____OPEN TO BELOW i _ # a I BEDROOM 7 O BATH 1 O _ _ A4.1. cLoSE W. 237 MASTER BATH' W.C. 0 :. — - ---- - 236 - - - - - - - = - - - - - - — INDIAN .'MASTEh CLOSET 'DRESSING II IMF'INII I�I,Ii,'i i z33 , I POINT, INC aD BIN DIAN TRAIL , ..... ... ..... .. ... ..... .. ..... .. ... .... .. ..... .. .. I .... .. ... � _ L. .., :. .: ..,. I ..... ..... ..... OYSTER HARBORS.. MASTE ASS.02655 .. .. ... .. :.. .. .. - O .. OSTERVIL .. ..... .. ... .,... .. ... ..... .. I 'I ..... .. .. .. .... .. I STUUDDY BEDROOM , 231 '230 ' .. ; .. - EC - _..._ Dz3zK.. ..-_ — — — — B .. B . • .. ' .. .. PROJECT NO 21235 i I I.' �i ... ... ... ... ... ... ... ..... .. ... .. ..... I .. .. .. �SHEET TITLE: ' _ _ _ MAIN HOUSE. ..:. _ .. .. ... .� .. .. 1:7' 7' 23'-81/7• .24' 712" 9' 1.1�... 3'-53/4". LEVEL TWO PLAN. . s s: l. TF :. 7 :3 2 1 ... SCALE:As indicated ... S ... ... .. ... ... .. ... .. ... .. ... .. .. .. .. PLAID ..TRUE .. .. .. .. - NORTH ' NORTH A2. tiR ..... .. ... ..... .. ... ..... .. ..... .. .. .. ... .. ... .. .... ... 1. .LEVEL TWO-PLAN ..... .. ... ..... . .. .. -A2.1.3 SCALE: 1/8"=1•-0" .. .. .. .. w.. .. _ .... .. ... ... ... - .... .. ... 3/4 ..... .. .. _ 7 4 2 1 :. _ 78 s va• 3' 5 rowland+Broughton, architecture and urban design .... .. ... ..... .. ... GENERAL PLAN NOTES: ... ... ..... .. ... .... .. - .. ... ... .. .. ..... .. ..... .. ..... .. ..... .. a haPkina eve. 3377 Blake st.108 .... ..234 . co 8161 80205 '� eacen, 1 aeq�er,w 970.544.90D8v 303.308,1 7 ' 1. DIMENSIONS SHOWN ARE TO FACE OF FRAMING B ' WO,Sa<.3473f 30.308.373.. ... ... CENTER LINES IM OPENINGS RKED-LEAR' .. ... ;; .I - - .. - .. . OTHERWISE.DIMENSIONS MARKED"CLEAR"ARE TO ..... ..FACE OF FINISH. .. .. .. ... .... .. ... ..... .. ... .. .. 2. SEE SCHEDULES AND OUTLINE SPECIFICATIONS FORSUPPLE .. PROVIDE BLOC INFORMATION. RTITI 3.: PROVIDE BLOCKING IN PARTITIONS AS REQUIRED KL&A ::. OWNER URNSHEDITEEDTOWALLS,;INCLUDING y Inc: OWNER FURNISHED ITEMS ���� �� �� "' � "'�� � � � �� ""- - - "' - -' "' "' _ SlrucW rel E ng neera and Builders 4. CONFIRM MOUNTING BRACKET LOCATIONS FOR ALL I 1117 Washin0tm pumas,Sane t00 TELEVISION LOCATIONS WITH OWNER/ARCHITECT - - ANDPROVIDEBLOCKINGASREQUIRED. - M — — — — — —J--- — — — M P(303)se4 W10 F(a03)38a 015 .. ... 5. FURNITURE 8 EQUIPMENT(WHERE SHOWN IS FOR .. — — __ . Gowen Ca...ass,8o401 .... .. ... .. ... ... ..... .. - ..... . ... ... ..... .. ... .... Gowen. Lwemna. .. ..1 :.� ::. �—r-� � eomn co emtom,wr SCALE AND REFERENCE ONLY. — o :. :. 6. GENERAL CONTRACTOR TO COORDINATE :. ; :- � — — — - I I I ��II ��� —!— K .. :.. ... EO UIPMENT LOCATIONS AND POWER' REQUIREMENTS,TYP. PMVV4... ... :7.: INTERIOR FRAMING IS 2X4 NOMINAL UNLESS NOTED. .. : ... .. OTHERWISE:INTERIOR WALLS ARE TYPE W-1/ATJ A '''' .. .. U.N.O. .. .. :.. 8. SQUARE,PROFILED,SHEET METAL GUTTERS TO BE ... b ... . USED WHERE GUTTERS ARE REQUIRED. ... ... 9. PROVIDE OR THE ET IRE BUILDING, PROTECTION ' ... ... ... ... ... ... "SYSTEM FOR THE ENTIRE BUILDING,TVP." "' ""' "" - 10. G.C.TO COORDINATE SIZE OF WINDOWS WITH - DEPTHOFFURRINGONADJOININGWALLWHERE — - - - - �• L — — — J APPLICABLE TO AVOID CONFLICTS.COORDINATE - W L MILL ORK T FOR DETAILS. -- "' ""' "' 11. ALL MILLWORK TO BE COORDINATED WITH MILLWORKPACKAGE.PLEASE VERIFY REQUIREMENTS OF.AP.PLIANCES PRIOR TO FABRICATION.SUBMIT SHOP DRAWINGS FOR 0 ... .. ARCHITECT REVIEW. ... .. ... ... ... N ... - "12.'"ALL LUMBER IN CONTACT WITH CONCRETE OR -- "'"' Issues Rev"o GRADE TO BE PRESSURE TREATED OR APPROVED 0 - ... EO UIVALENT. ... ;13.' COORDINATE LOCATION AND ROUTING OFALL .. — g.." "' —— — — — G - 1 CLIENT REVIEW 09.21.2012 ELECTRICAL CIRCUIT,MAIN,AND LOW-VOLTAGE ... _ 10.20.2012 CLIENT REVIEW ... .. ... .... .. ... LINES WITH G.C.. ..... ..... .. .. ..... .. ... ..... ' .. ... ... .. ... .11.03.2012 CLIENT RE VIEW ..... 14. SPOT ELEVATIONS REPRESENT AS-BUILT - ON 11 08.2012 ISSUED FOR PRELIMINARY in :.. CONDITIONS AS UNDERSTOOD BY ARCHITECT.G.C. PRICING SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR "' .:. .. ... .. 11232012.. CLIENT REVIEW ... ... TO CONSTRUCTION. ... ... ... ELEV. .. ... ... ... NOTIFYARCHITECT IF CONFLICT ARISES BETWEEN -"' ". - -- "."' SHAFT ""' ""' 12.03.2012 ISS FOR BUI ERMIT EXISTING OPENINGS AND PROPOSED DOOR AND — WINDOW DIMENSIONS AND TRIMDETAILS. 16." ALL CALLOUTS REFER TO NEW ITEMS U N.O.; - "- . ... 17. 00 NOT CUT NEW PENETRATIONS IN EXTERIOR - - - - - r ... .... ..... .. .. ..... ..... .. :'.m ... TECT ENVELOPE OR SHEATHING ARCHHIND&FRAMING ROYAL. -- - - 18. ALL EXTERIOR SHEATHING 8 FRAMING MEMBERS NOT _ _ ' SHOWM TORE DEMOLISHED MUST REMAIN INTACT - ... - G.C.TO CONTACT ARCHITECT IF UNCERTAIN OF - AREAS TO BE DEMOLISHED. - - ■ - I . 'STORAGE 301 ..... ...... .... .. ... .. .. ..... — .. — _.— ..... ..... .. 19. ALL BATHROOMS TO HAVE MECHANICAL ----- E VENTILATION. o - .. .. LEGEND: .. .. .. ..... .. ... ..... ..... ... ..... .. .. .. .... .. .. .. 0 COMBINED CARBON MONOXIDE AND SMOKE ry r71 DETECTOR SHI P'S _ 1 :.. :.. ... ..LADDER .i ■ 5.1a ... .. .i .�.. ACCESS TO - .1.4 V'AD MATCH 1 A2.1 16 WALOKWS 1 A2.1.16 MATCH — .. .. .. ... .. ... :.. :.. LINE 1. A2.1.17: ... .. .. 1 A2.1.17 LINE ez .. _ WIDOWS i • _• i WALK ABOVE .. .. .. I INDIAN POINT INC -- T .. HAROO SS 02655 ORAGE I OYSTER w. OSTERVILLE, ST 302 ..... .. ... I I I I B B n .. .. ... ... :.. ... q . 21235 4^ :. .. .. .. .. SHEET TITLE: . I MAIN HOUSE 23'-812° 9' '24-712• -112". 3' . -53/4". y ' ATTIC PLAN 7 6 g 3 2 1 SCALE:As indicated .. .. .. a ... :.. PLAN TRUE. A 1;^ - NORTH NORTH • �2. 1 .4 s ..... .. ... ..... .. ... ..... .. ... ..... ... ... .. ... ... : ..... .. ... .2. ..ATTIC-PLAN ... ..... .. ... ..... .. ..... . . A2.1.4 SCALE: 10=1'-0" Aeswao"w"�s.aw,c - ap .. ... .. ... .. .. .. - ::. .. .. .. ... _.. .. ... ..... .. . . _ _._ ..... .. . . _.. .. _. .... . ... _ _ ... ... .... ... ... .. .. .. .. -.... .. _ /4 ..... .. ..... '- .. .. 48' 1 1/4"� 26'-11 1/4' _ 3 53 . ... .. .. rowland+brought... - _ architecture and urban design ..... .. ... .. .. ... GENERAL PLAN NOTES: ... .. .. .. - .. .... ..... .. - ... .. ... .... .. 234 a hopkins3377 brake sl 10 ..... ...... aspen,w 816.81811 Denver,co 80205 ., - 1. DIMENSIONS SHOVMI ARE TO FACE OF FRAMING 8 - 970544.9006 v 303.308.1373 v CENTERLINES OF OPENINGS UNLESS NOTED .. .. : .. 0544.34731 303.308.13751 . ... .. ... ... 'I OTHERWISE.DIMENSIONS MARKED°CLEAR"ARE TO "; _:, ... ... ... ... ... ... .... .. ... .... ... ..... ..FACE OF FINISH.NISH. ... .. .... ..... .. ..... ..... ....... .. ... 2. SEE SC REDUCES AND OUTLINE SPECIFICATIONS FOR :. SUPPLEMENTAL INFORMATION. .. :.. .3. : PROVIDE BLOCKING IN PARTITIONS AS REQUIRED .. - ::. FOR ALL ITEMS ATTACHED TO WALLS,INCLUDING ::. ,, ... ,. .. .. ... KLF�A, Inc.: OWNER FURNISHEDITEMS: - "'_ "" - b Structural Eng neere and Builder. -- 4. CONFIRM MOUNTING BRACKET LOCATIONS FOR ALL ( 1717W.shngl.n Av.nu.,S.I.IM TELEVISION LOCATIONS W1TH9WNER/ARCHITECT - : o.aen Cabre4o.0401 .. AND PROVIDE BLOCKING AS REQUIREDv(303)384 gg1a F(3o3)ae4 gst5 - .. ... 5. FURNITUREB EQUIPMENT(WM ERE SHOWN)IS FOR .. — ,. 12.12 12.12 _ .._ ... GOB..•tmebna U.It.co Bugeb,uW SCALE AND REFERENCEONLY. - 6. GENERAL CONTRACTOR TO COORDINATE :.. EQUIPMENT LOCATIONS AND POWER -- REQUIREMENTS,TVP. .7.: INTERIOR FRAMING IS 2X4 NOMINAL UNLESS NOTED. -- -` "� ... ... .. ... OTHERWISE,'INTERIOR WALLS ARE TYPE W-1/A7.1.1 - .. U.N.O. :. :.. 8. SQUARE,PROFILED SHEET METAL GUTTERS TO BE - m I USED Vvt1ERE GUTTERS ARE'REQUIRED. ::. 9. PROVIDEACOMPLETE LIGHTNING PROTECTION .. ... ... ... ... ... SYSTEM FOR THE ENTIRE BUILDING,TYP. "- 10. G.C.TO COORDINATE SIZE OF WINDOWS WITH- - :.. DEPTH OF FURRING ON ADJOINING WALL.WHERE :.. - - - - — — — APPLICABLE TO AVOID CONFLICTS.COORDINATE :1-c - ' ry d� TO.FINISH 127: 211/iC r i. :.. ... :.. .. :.. ... ... WITH ARCHITECT FOR DETAILS.. ::. ::. ... - 0.2:12 - - - ry - T.O.FINISH 11. ALL MILLWORK TO BE COORDINATED WITH MILLWORK PACKAGE.PLEASE VERIFY - ry '^ O. C 124 0 1/4" -- REQUIREMENTS OF APPLIANCES PRIOR TO FABRICATION.SUBMIT SHOP DRAWINGS FOR /T.O.FINIS — - ... .:. ARCHITECT REVIEW. :: - : : : O 124'-85/8• - 11'12 12."ALLLUMBERIN CONTACTWITH CONCRETE OR ""' '- -- "'-- -' -" "' �' ""' ""' Issues&Revs...: GRADE TO BE PRESSURE TREATED OR APPROVED 121 :.. EQUIVALENT. -... :.. ... ( 09,21,2012 CLIENT REVIEW 11:12. I 1212 13. COORDINATE LOCATION AND ROUTING OF ALL; ELECTRICAL CIRCUIT,MAIN,AND LOW-VOLTAGE - ... 10.20.2012 CLIENT REVIEW ..... .. ... .. .. LINES WITH'G.C:. .. ... ..... .. ... ..... .. .. ,� .... .. ... ..... ( ..... .... .. 11.03.2012 CLIENT REVIEW .... 14. SPOT ELEVATIONS REPRESENT AS-BUILT 11,08.2012 ISSUED FOR PRELIMINARY CONDITIONS AS UNDERSTOOD BV ARCHITECT.G.C. PRICING .. _ SHALL FIELD VERIFY ALL SITE CONDITIONS PRIOR -::. 1123.2012.: CLIENT REVIEW .... .. ... ::. ..... .. ... ::. TO CONSTRUCTION. 15. NOTIFY ARCHITECT IF CONFLICT ARISES BETWEEN... - ... ..... .. ... .. ... ... ... .. _ ... ..... H .. 12.03,2012 ISSUED FOR BUILDING PERMIT ... '' EXISTING OPENINGS AND PROPOSED DOOR AND '' — — in ... � .. WINDOW DIMENSIONS AND TRIM DETAILS.. ��� : : F - �� � �— — 512 r . 1& ALL CALLOUTS REFER TO NEW ITEMS U.N.O.::' - 17. DO-NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE WITHOUT ARCHITECT APPROVAL. - - - - - - - - ... .. OF 18. GH.TO CO NE CTARCHHECMFST REMAIN INTACT.NOTALL EXTERIOR SHEATHING&FRAMING MEMBERS 1i:12 - - ... .. AREAS TO BE DEMOLISHED. :' ::. ..... .. .. ..... .. ... � ... ... 19. ALL BATHROOMS TO HAVE MECHANICAL VENTILATION. - - _ t �F� ... .. ... .1.4... ..: .. .... 5.1.4 ..... ... .. ..... .. ... - �I�NIGH D D ry VvI DO WS ... :.. .. ::. .. :.. .. I N, INDIAN POINT, INC - : - .. ... I ..... .. ... .. I �I ..... ... ..... .. � OYSTER HARBORS.. .. ... OSTERVILLE,MASS.02655 ... ..: —. 11:iz 7. I I m A .. .. :. :. PROJECT NO: .. .. .... ... .. 21235 .. .. SHEET TITLE. MAIN HOUSE _ _ . .. ROOF PLAN 11 11-2 0 SCALE:As indicated ::.. ... .. .. ... .. q. ... ... ... ... .. .. ... E' PLAN TRUE. 1 �� .. .. .. .. NORTH NORTH AZ. 1 .5 f$. ..... .. ... ... . .. .. .... .. ... .. .. ... .. ... .. .. _t 'ROOF-PLAN ... .. ... .... ..... . SCALE: i/8"=1'-0" n.00...:.mm.o cg w. .. .. .. .. ..... .. ... ..... . ... ..... .. ... _.. .. ... _ . . ... _ . . _.. _ w. i .. .. .. LEGEND: .. .. .. .. .. O-COMBINED CARBON MONOXIDE ALARM AND SMOKE ALARM.. .. ... ..... ... _. .. .. ..... ... - .. .. ..... ..... ... ' ... ... .. Al/'smoke alarms shell be photoelecfdc:fypa smoke slams listed in accordance with ul 217 or u1268 and installed in.—rdence with -- Ihe applicable codas and the household fire warning equipment - ... .. ... Prowslons o]n)pe 72 .. .. .. ..... .. .. ..... ... All smokea/armsaretobe installed interconnected in such e 48'-11/4" ... 26-1IAW: 3':53/4" rowland+urouahtonl .. ... manner thaf the actuation o)one alarm will activate all otfha .. .. - - architecture and W'han de$%n .. 20'-11/4" ::. 14':-101/7" 5.-10. 7_312" ::10'-83/4" ::. 18'-41/7' 9 Cadlonmonoxidealarmsshollbe/umiahed'andinatalledm ""' "' ""' "' "' "-' '" ""' .. . accordance wdh m.g,l c.148§28/h,527 cmr 3100 carbon :.. monoxide slams,248 cmr,n)pe 720 end the'manufacturer's .. .. .. 234e hopk ne eve. 337T blelie at,106 aspen,m;B1611 tlenvar co 80205 , ... ... . . .. instructions. .. .. .: ... .. .: .. .. .. .. .. .. 30,308,1375 .. v .1 3v 970,544.34731 I ' ®. EXISTING .... .. .. .. KL& A; Inc.: .... .. .. I ... ..... ... - � ..... I ... ..... .... .. � - �-I i .. .. .. �Structural Engineers and Builders. .. 1)1]Wasainglon Avenue,s.o.l(p ... ... ... ... ... : ... :.. -:.. Goben.Cdoo ( ... ... ... ...� ;;P:(3g3) "" 300991q'F:(ap3)38C Lwebn4'• BaeaO,CO•BWIab,WY G b M ... .. 4-1 -- -- -—-- ---- .. .. .. .. :. 2T-3° .. 19'-41/4" .. .. f Issues 8 Revisions: LAUNDRY :. ... ... .. .. :.. 11082012 ® ;'; _, ��� � ISSUED FOR PRELIMINARY EXISTING FOUNDATION .. ... ... .. PRICING WALLS,TVP. .11.23.2012..CLIENT REVIEW d. TO'. .FINISH INISH,L_ 1203,2012:. ISSUED FOR BUILDING PERMIT rv. 89'-81/4" STORAGE . PROVIDE SCREW ATTACHED 5/8 TYPE GWH' ST 007 G ON ALL UNDER STAIR ENCLOSURE SURFACES m -: - - - - - - - - - - - - - - - - — J. E .. ... .. .. ... .. ... .. .. STAIR LIGHTING OBE SWITCHED AT ::. ::. ... BOTH TOP BOTTOM OF STAIR . ... .. .. ... ... up SCREWATTACHED O W 5/8'.TYPE GVvB ON ALL UNDER 158 IB° 1 CLOSET LPROVIDE STAIR ENCLOSURE SURFACES . .. ..... .. 10' ,TREAD 010, .. .. .. .. ..... .. ... _ EXISTING CONCRETE :FOUNDATION AT EXISTING m COLUMNS ... CE TO REMAIN .. ... .. ... .. ... ..... COLU FIREPLACE :.. i i FD Al 1,1 i HAALLL MECH. .. .. .. 005 006. .. .. .. :.. RETAINING WALL. O .. .. .. REP STRUCTURAL � T-0" '17-1?/4 ... ... m ... .. - u ... ... .. ... � .... .. ... .. .. EXTERIOR STAIR LIGHTING,TO. _ ws ... _ ..... .... ..... .. BE SWITCHED FROM INTEROR .... .. .. _ L'r .EXISTING CRAWL SPACE ACCESS,TYP. :.. :. :.. .:... .. .. 'STEM WALL ABOVE ..... .. ... .... .. ..... .. I::. ..... .. .. ..... .. ..... ... .. ... ... .... .I.. ... ... .. H ... ..... .. ... _ � - o O o m INDIAN POINT INC ... .. ... .. ... .. ... .. .. ... � � B INDIAN TRAIL .... .. ... ..... .. .... OYSTER-HARBORS.. .. .. .... . :.. : :.. . ... ... ... ... .. .. .. .. .. ... ... ... .... ... .. ..... ... .... .. to .. •s .. .. ry MEDIA to ... ... .. T NO: CRAWL SPA .. .. :.. ..... � ..... .. ... ..... - .... .. .... .. 0.. .. ..... .. .. .. PROJECT ,. ..... ..... .. ... ::. ..... .. ... ..... .. ... ..... .. ... WD .. ..... ... ... ... ... .. ..... .. 35 MATCH ... .: ... .. :' ovc O P R .. MATCH\ m SHEET TITLE: MAIN LINE::' '1/A2.1.11 CLOSET HALL I/A2.111 NE ENLARGED 011 002 BASEMENT PLAN N w SCALE: _ _ _ . ... .. - ... ... ... 1 0 �. 1 ,1 PLAN TRUE • ... ... ::. NORTH NORTH ENLARGED BASEMENT PLAN NORTH SCALE' ... .. ... .. .. ... ,.. .. ... .... .. ... .... ... .. .. ... .. ..... .. ... ..... .. ... ..... .. ... ,.... _ $j ... .. .. - I . I ougto _. architecture and urban design - �� ��� .... .. ... ..... ... .234 e.hopklns eve. � 3377 Blake it,106 . ..... ... .... .. ... ..... ..... .. ..• :. :. aspen,w81611 tlenver,w 80205 970.644.9008 v 303.308.1373 v . 303 308 1375 f CE .... .... .CRAWL SPA �� ::. ..... ... ..... .. ... ..... .. :. 012 ... .. ... KL&A; Inc ..... .. ..... .... .. .. .... .. .. .. �. .. ... ..... .. - ..... .. .. �..... .. S111.1111111 Eng nears and Bu'Iders.... .. 1111 wash nalan Avenue$uns 1. POWDER Gatlen,CnUtatlo 80a01 :.. : : . : .:. : : ::. : : ... .. ... .. .. Gotlen.L.wehM• VJY ... . .. :. MATCH 1�A2.1.10 .. H—C 1/A21'10 ATCHLINE"' "' ;; LOSET LINE ... .,, .. HALL .011 ...002 O ... ... .:-: :.. .. :.. 10'-71/2" '' 1-1314": 3'-412" ..... ... ..... .. .. .. .. .. .. ... ..... .. C ... .... .... ... ..... .. .. ... ..... ... .... .. ... A4.1.1 :.. .. :.. :. .. :.. .. .. Ab.1.3 .... .. .... ... .. ... ..... .. SPIRAL STAIR - ... .. .. ... .. .. .. . .... ... .. ... .. ... ..... .. ... ..... ... ..... ... ..... .. ... ..... I ..... ... r ssue9 8 R9V lions: i .. ry I FOR BUILDING PER ISSUED FOR.PRELIMINARY PRICING 11.23.2012� CLIENT REVIEW 12.03.2012.. ISSUED MIT - .... ..... .. ... ..... .. ..... .... � ��� STAIR LIGHTING.TO BE SWITCHED ... r.e .. ..... .. _ AT BOTH TOP AND BOTTOM ���� � �� � � � ', I WINE ROOM :t .. .. .. FOUNDATION; AL 001 FIR EPLACE MASONRY. ' DATION'RE F:STRUCTURAL — — _ — C .. .. .. { . ... ... :. ... .5 ... .. ... ... I ... ... ... ... .. - :. ... to . . INDIAN POINT,:ING i i .. .. .. .': .. ... .. .. .. .. .. .. 8IN IAN TRAIL ..... .. ..... .. ..... ... ..... .. ... .... , ..... .. .. � �� ..... .. ... - .... .. .. ..: ... ', ..... .. .L. .. .... OYSTER HARBORS ... OSTERVILLE MASS.02655 .. LEB:.. .. : .. .. A4.1 d PROJECT NO: OCOMBINED CARBON MONOXIDE 21235 ALARM ANDAMOKE ALARM All snioke e/erms shell be photoeladnc type smoke al—listed in ,: .. .. .... .. ... ....I .. .. ..... .. ... ... .. .. e—d—withu1217 or u1268 and installed m—nfanw with -. .. .. 2'-2114. .. '3'-11/4" ' me applicable cad-end thehousehold fire wemrng equipment .. - -- ' pmvlsons o/n pe 72 - ... :. ::. 9314' T-ry• 3' 3" 3'-3" 3'�-O' 1st'-31/4 SHEET TITLE. . 14-51/2' ... ... ... ... All smoke alarms ere to be installed mterwnnecratl in suds a 17'-7' - - :. .. .23,_8.12, ..24'-712' 9'-112 ... .. .. .. '. manner mat rna adlraepn Drone alarm an acb�ata an o,me alam�s .. 78•-s i!a° .. I I '- MAIN HOUSE ENLARGED mnoxide'a1-shall be rumished and installed in . . ... ..... a=6rdan6vwkhmgl c 148,§26t%,527cw3,00 carbon .. ..... .. ... ... ..... .. .. _ _ .. ... .. ... ..... .. ... ..BASEMENT PLAN S - monoxide al—248 cmq n/ps 720 and the,manutacf—'s ..... .. ... .. ... .... ..... .. inshadrons. .. .. 7 : 6 5 3 2. 1: SCALE: 1/4"=1'-0" ... EXISTING .. .. .. E .. .. .. ..... . PLAN TRUE �Q A2. 1 . 11 eR ..... .. ... ... ..... ...... ... ..... .. ... .'. ... ..... .. ... .... ... ..... .. ... .... .. ... ..... ... �. ..ENLARGED,BASEMENT-PLAN SOUTH .. ..... ..... . .. NORTH NORTH a .. .. .. w AZ1.11 � SCALE' " .. :.. LEGEND; .. 4 .. S ::. ... O COMBINEOCARBON MONOXIDE ::. .... ::. : ... ... ... .. .. .. ... .. .. .. .. ... ..... ... .. .. .. ALARM AND SMOKE ALARM F :.. All smoke alarms shell be ph f I dnd type a=a alarms listed in .. " eccardance with ul217 or u126B'and installed in ecmrr/ence with 20'-11/d" 14'-101rY' .. ... 5'-ta' ..7'-312' - 26'-111/4" : : S-5314' the epPbcable codes and the housaho/C lire wemmg equipment .. : ... ..... ... provisions"of=72 .. 23/4'...4'-03/8"... 4'-812" d'-830 'I ....6-.51/4".. 4'-0114 .... ...,. .. ... � /0'-63/4" ... .. 14'�-101/2'. ... .-6.. ... ..... .... 7-11/6'2'-71/d' T-.5' 3' 5" 6'-93/4" .. 5'-25/B' 5'-13/8" 5'.11/4' S'-51rC' 3'-63/4'. .7'-812" 3'=71/4'. .. Al/smok� l rob�'arnaamrarodnnaaee,na�cna rowland+brow hton . - manner fhetfh d f n oI ,arm vnl/acfivate all e/O,e l rma. ... _ ... _ 9 architecture and rban design ... .. .I ... .. ..... .. ... .. .. ..... .. ... .... .. .. ... ... ..... ... .. .... 234e/napkins eve.n U3377 blake at,106 - 'Carbon monoxMa elarrrrs shell b Nmrshddantl installed m I 80205 —rd-ce with m B,1 c 148§2605,527 cmr 3f 00.carbon a 0 ��11 tla303r OB ox,da elemp 24B cmr nlpe 720 end the menuleGumYs : 7 v .3 373 v inanichers970544.34731 303,308,13751 I - ® EXISTING < U —OUT DOOR SHOWER- O O �� — KL&A Inc T-.O-FINISH we O O . St Ct al Eng nee s d B'IderS ude job :. -pp:O I ... . ... ..... .r - ... — _ I _ ... ... ... ... GONen lwelend. Down.CO.—le,M ... 0 .. ... .. :.O - .. ----- ------ - - - -- ------ M .. ::. ... ::. L ... ..... a .:.. . ....O'.. � ... � F . _--- WALK-IN -- --- ----- -..... .. K .. ... .. .. :. .. ... O. ..... ... - CLOSoET ... .... ... .. ... ... ..... ... ... rc FRZ OVENS REF WALL .. O r .. :.. .. :.. :.. .. :-: :.. .. .. DINING .. -F106 .. . .. .. .. .. ..m .. .. ..... .. ..... .. ... T.O.FINISH � i� ..... .. NS c .. a 12'-101/4^ .. 7•-1'• .. 20•-2•. .. i�•-a. 18-03/4" ... 16'-1q2• L .. .. ... .. ... ... ... .. .. ... . ..... .. ... ::. ... .. ... :':o ::. .. .. .. ..... ... ... .... .. ... ... ... .. ... — ... ..... IssuesBRevisions: ..... .. ... CEll O. MUD T - -- - - -- --- -- . ry M M 1108z01 Q 3'-0" 0 2T _57 BREAKFAS �:. 103 ISSUED FOR PRELIMINARY . POWDER O" .... .. .. O ... �0 BEAMA .TVP. - 12,032012 -SSUED FOR BUILDING PERMITEXISTING MILLWOR�STAIR LIGHTING TO BE SWITCHED.AT D BOTTOM OF STAIR 102 FULL HEIGHT CABINETS �y LL - ... m �BOTHTOPAN VO S T,�INOISH in PROVIDE SCREW ATTACHED 5/6".TYPE GWB ��tox i ROVE. - 0 5h z ... ... ... : ... UNDER ENCLOSURE SURFACES ICE \�PREP O REF STATION— .. .. :. O --- ----- .. H .. - .. ON ALL UNDE �- ... .: D m. FRZ iv U 0 'K FULL � hN / ... 1 o L DECANTI .. ... HEIGHT - ____ ______ _______ ____ ... .. ... .. ... .NG � STATION /FLAT FRAMING BEV. O � 11 i i � I PANTRY - I ... .. v -w,e ... ... ..N 104 .. _ I I .. - .. ... —.. .. MILLWORK TO REMAIN a ... ..... ... .. - - - - .. _---- RACK OP ET .. :KITCHEN - 9'-0" RACK ABOVE B 105 L I O I EXISTING BUILT-IN .. .. ... .. .. .. /J - . ... ... ... EAVE ABOVE.TVP.J ... - o ... ... m n ISLAND W/LINEN 8 e vaa M I o n�,., .. axm ... .. .. ;. ..... .. D � SILVERWARE h/J ___ __ .. .. N 1 R EDRAWERSa D ... .. .... - - - N o ICE u r E%TERIOR BASEMENT ACCESS - - - - �'... STAT N O T.O.GUARD O O .. .. 3' Cr DISHWASHING � I� I I I O •�„ G .. .... ... .. _. .. .. .. __ ____ COUNTERTOP W/CABINETS ABOVE_ _________ .... r .. L HALL _ _ ... ... ..... ... . n DAN EXISTING O .. .. .. .. .. BE SWITCHED FROM INTERIOR - DOORS N SM .... .. .. u .. '� REMAIN T.O.FI .. :.. EXTERIOR STAIR LIGHTING TO �U/C .. ... WITCH .. LMNV. ... ..... .. ... ..... ... .... ... A. � i I 100' STORAGE to -17 43/4" 2'-3" S 8 16 91/4 6 912" 13 wa .O 108 !I - 1 I O .. n ... ,oa0.. nr.t., ... ... .. ... a ... ELEVATOR TO COMPLY ... I' .. �n I W/ASME A17.1 ____ ________ ____ SPQR CREE�'IED - .- .:': :..-.' - I H .. anis .. 'I 'BUILT-IN MILLWORK� � .. I 1109 ..... ..... .. .... .. ... ALIGN FINI$HES I O .. f INDIAN POINTI FLRY N FISHOO ,TP. vooD BURNING C FIREPLACE ' H i J L WITH GASKETED DOORS'AND _____OUTDOORCOMBl1STION AIR____ .. .. ... .. ::. AIL ... ... BINDIAN TRAIL .. .. .. .. .. ... ..... .. .... .. .. ... .: T .. e, `MILLWORKBEAM OYSTER HARBORS O - OSTERVIL S I. ABOVE E,MASS.02655 .. ... 4 e wa 3 n U A;LIBRARY O O.. MILLWORK BEAM I - r I L I , , ABOVE - - ---- -- ------ --- - ---- - -- -- ---- 1 I I w I I wa :. '' EAVE ABOVE.TYP.� .. .. .... .. .. .. ... In ; CLOSET VIDE SCREW ATTACHED S/e TYPE GWB I _ BU IhORK ON ALL UNDER STAIR.ENCLOSURE SURFACES ILT IN MILL ' .. .. .. .. .. ... .. .. 17. 67 .. 'ClTAIR LIGHTING TO BE SWITCHED AT ''i ::. ....BOTH TOP AND BOTTOM OF STAIR 11"TY iTR __ ___ ___ _______ _ ______ ... ... 1 ... .. ... ... 5,14 _ _ .. _ - ___ ____ _ ..... -- .. b _._ ______ _ TNO 21235 :: - ..... ... ::. ..... .. �o ..... '. ... -I -- ... .LNING .. .. .. ... .... .. .. . :- '' '' '. PROJECT O O I FOYER neovE R 0 3. 5"._ 112 1� C .. 110 ..... ... .. :.. MATCH : : :.. CLEAR- LINE OF FLOOR ABOVE K BEAM n. .. ... D CH - -��� �� �. ICI ��.�� ��'� � � � � � � � O 11 � � �i'�� � T-� p ::. .. LINE 1�A2.1.13. ... ..... .. .. .. 4 .. I ... 1�A2.1,13... LINE .... .. .. ... .. � � SHEET TITLE. . . .. . . ..' .. .. POWDER I ..... T.o.FINISH I SALVAGE AND REUSE EXISTING TO.FINISH 1 MAIN HOUSE .. .. .. ... :.. :FRONT DOOR 8 PORTICO MILLWORK BFAM� ABOVE ENLARGED LEVEL -----:T ---- o m o — a -- --=-- — — == -- — ONE PLAN N ... ..... . m .,,�, L11sET .. 3-112" 7-iO O .. .. 1 .. .. .a•-41/B' ---- ----- SCALE: 1/4"=T-0" [ ... 'S'-33/4' - '4'-112' __ ________ ____ _______ _ 03/4 1 A4.1.1 ... .. .. .. ... .. w. - PLAN TRUE /� .. �g .. .. .. NORTH NORTH A2 1. 1 ..1.1 ^/L. a'" ..... .. .. ..... .. ... .... .. .. .. .. ... ... .. .. ... ... _ 1' ENLARGED LEVEL ONE PLAN N CALE' 1/' S � — .. ... . .. — a w. .. . 20'-53/4 ;': .. . .. 24'-111/4" .. rowland+brouglton ..... ... ..... .. ...--_ _— .... I:... .': ... ..... .. H i)s .. architecture u/bendes gn zsnpkiia 3377 bl k sI,108�B,e .... .. deriver,co Bozos .. .. .. .. .. :.. .. ... .. .. ... `--( .. .: _ .. .. . 303.308.1375 f i BUILT-IN MILLWORK' 97 49006 v 30330B.373 v u, SAVE ABOVE,TYP.J 1 p OVIDE SCREW ATTACHED SW TYPE GW3 17 67 CLOSET ON'ALL UNDER STAIR ENCLOSURE SURFACES STAIR... .. -' BOTH LOP AN BOTTO TO BEM SNATCHED AT -_ . 5.1.d ... BOTH TOPANOBOTTOMOFSTAIR __ �, - -- _ ----- - --- ------- -- -- : ,_, KLFaA; Inc., - -- ----- - -----�- ------- Snl aural Engineers and Builders -—,_ -—-_-__ _ _ -- _ _ 1717 Wealingt.n Avenue Sul.100 . G...n—re.60101 ..:. :. :. FOYER .. :.p(000 0a4.1 F. )381-5 .. ,' O MILLWORK � F R ylry ABOVE R o - ... 12 ' LIVING ... I ... ... oaw.n. Lay.hm eas.n coe�nab wr ... x . ..... .. ... .. .. .. ... I .. .. ..... .. ..... . K BEAM ..MATCH 1�A2.1A2 CLEAR LINE OF FLOOR ABOVE O .. - O 1/A2.1.12 MATCH ..LINE:.' I I i,m LINE ... .. .. .. 'v .... T1001N0"H P ... .. .. .. ... ... .... .. .. I- SALVAGE AND REUSE EXISTING _ O ry - - in FRONT DOOR 8 PORTICO ... - .. A OWDER T.O.FINISH 113 O 100'- .. CLOSET MILLWORK BEAM -_-_-_ _ i O 119 BOVE .. ... ... ... i i I �.n . .. - .. 4'-4 •. ___ ____ ______ ______ _ 3'-103/d A4.1 1/8 CLOSET P�1... ... I:. .. I. tp SPIRAL STAIR CD:.: : :.. O n 55- ON... (�. Issues 8 Revisions, MILLWORK 11.082012 ISSUED F... I.. OR PRELIMINARY CING TAR LIGHTING TO BE SWITCHED - ABOVE R ISSUED F ... .. .. 120320 OR BUILDING PE .� BOTH TOP AND BOTTOM OF STAIR AT _ ________ _______ _____ _______ _____ -____ K BEAM ,2� PERMIT i i i "I I .. —HEARTH FLUSH WITH .. .. .-.. .. .. ... .i.z ::. OFFICE ... .. FINISH FLOOR.TYP.H .... ... ..... .. ... ... ..... .. ... ..... ... ..... ... n �WETBARI 4 ' � ���FOYER ;' ' HOOD BURNING FIREPLACE i 7 THO D DOORS AND OUTDOOR COMBUSTIONAIR S , .. .-....................................a;. .. ..:'....:... ...:._.:-.-... O®sm...o.e k.e.a.. ..— ...........�..:...:�.....�......- _—. ...:._. ...—_.. ...........-....`.{...-..:1iiIi .IIIIlI I(I lL I lI.iIII.lI.yilIaII n 1 I II III II,I ._BUILT-IN !I_UI_ ..L.I.T-'IiIN IIIM III�I L.LLI._..W.�.IO.IP R...I.K MILLWORK �I � IIII r'iI .....�E....A.V_E AB OVE,....—...11. -__ _ _ _____ _ ___ FIXED GLASS . T.O.FINISH _ IIIII .. —.._........ .-.. ..-..........-........ ... -. -s-_ .._..v ......... ... ................. ... ....... ._.......'1w_0. O PANEL THIS SIDE OF FIREPLACE MILLWORK SURROUND-MAINTAIN MIN CLEARANCES TO: COMBUST LES FAMILY CD115 3 1 I o ' S1t03/8° lB - -- - - - - PORH IND I—A .N.... ..P O--.. I... -N.- .-T .. -..,I-O--...0 I T.O.FINISH 8 INDIAN TRAL 100-p OYSTER HARBORS O ,MASS.0265- BENCH ' _ j ... ..... . LEGEND A414 PROJECT NO: MONOXIDE .ALARM AND SMOKE ALARM All smoke alai shall be photoelecrictype Smokeelame listed in .... .. ... tdsnca,,khu12l7oul268andm:tanadi roan to Neeppliceb/a codes and the h...shold hm wemiig equipment 'Pmnsansofn/pe 72 7-21 - 3d SHEET TITLE. 3.-3. 1 1/44 S1/7 15' 31/a -eu MAIN HOAllnthat theadaganofonealamwlecvtefofMalm USE ma zer C.,bonrtn ./ania she be furnished and Insilled ' 6fX.627 cm,31 00 cabo ENLARGED LEVEL monoxide alarms,248 cp 20 and amnufms ONEPLAN S .. matmd,ona -p„ . 6 5 3 � SCALE:; 14 _� EXISTING d acro7dnckh m 91 c.148,§2 . ,.... r4�'� —..- _--- - _ .... ......... .. ... ... ... .. PLAN TRUE .. �x .. .. NORTH NORTH AZ. 1 ..13 .. : A2.1. ENLARGED LEVEL ONE PLAN S 3 '� ' . .. ... ..... .. . 77' 1 .. .. LEGEND: COMBINEDCARBON MONOXIDE.. :. m. ... ..... ... .. .. ... .. ... ... .. .. ..... ..... . .. .. .. .. ... ..... .. ..... .. ALARM AND SMOKE ALARM. ... ..... .. .. .... .. ... .. � All smoke el.—shell be ofoelectdcf smoke alarms listed in... ... :. eaordenca with ul 217 er268endlnstdmeccordence with 78'-61/4" _ the applicable mdes and the household fire wemmg equipment :. .:. _ .. ::. ... _ _ 3'-5 3/4" - .... ... pmvlslons'ofn"72 .. .. .. ... ... 14'-101/T' 2fi'-111/4" .. ... 20-1 1/4" ., : 13'-1 12" rowland+broughton All smoke elo-s are to be mstelledintemonnectetlm ruche y-0" 15-7" - -61/4° - : 10 63/4 7'-3" 7`-7,/2 ,'-8 manner that the actueben olona alarm will ecbvefe ell o/Ne alarms. - - '- .. .. .. .. 3'-41/2" 5•-81fr ::. s'-8114" 11P : 5'-11314° 2'-11' 9'-1012" S'-512" 5'-1 .. ... ...,/4^ s-„1/z r-slrr � design architecture and urban d Carbon m--id. s shell be Nmished'end mfelled in I - ..Wn.:81611 3377brake st105 - - w'e16,1 aenver,co Bazos accordance with m 4I c.148§26I0 d themr 31.00.carbon - 9700."Soo8 v 303 308.1373 v rrcinoxide sf onslerms 248 cmr nlpe 720 antl the menu/ecfum/s ... l 1 .. _ .. .. 970 644.3473 f 303 308.1375 f I. I I' ® EXISTING I KL&A; Inc.: ' 'Structural Engineers and Builders 1)1)WashN9lon Avenue,su8o 100 .. O:..OY .. TO.FINISH .. .. ..Pe(363)384a810 FF:(303)—W15 ... .. .. .. ... 3 ,. ... ' 109;-81 O.GUARD . T. . VE ABOVE DECK ;� EA TVP CLOSET -- -- ------ ..... .. .. ..... O ---- — -- - --- - - - BEDROOM#1 -- ------- ----- -'=----- ------------ .. DOM .. ..... ..... .. .. T O FIN SH OS ..... .. ... .. ..... .. .. ... ..... .. ... ..... .. ... EOF.SLOPED109-811/Y a CLOSET 204 ... ... .... ... ... .. BUILT IN BUILT IN K SHELVES SHELVES \\ T BATH e `LIN r r � . .. .. soaa o 32'-7' CEILING ABOVE,TYP. ` - -- 13-71/d -- ---- 8"-- - - -43/4 ---- V 1d'-1112': ..... BEDROOM (NANNY) n11 3'-73/4" 2'-91/4" 13'-113/49 N. ... .. .... .... .. BRev ons PLAYROOM z .... .... .. .. .... .. .. ® O Issues N C r CLOSET -------------- 11.08.2012� ISSUED FOR PRELIMINARY :. ::. ::. ::. .. ... ... ICING 11232012 CLIENT EVIEW .. .. 12,03,2012 ISSUED FOR BUILDING PERMIT xma " I.. ... .. .. ..STAIR LIGHTING TO BE SWITCHED AT. V 'BOTH TOP AND BOTTOM OF STAIR .. .. b ❑ ___ _ _ _ _ __ - _ f. __----------------- I O .. .. . ... ... P73E O T.O.FINISH :. _ ��. ... HALL ... ... ... .. ... ..... .. .. ..... .. ... I• .i. .0 109'-9.12 /! .213 0... ... .. .... .. �: N U OI O r .... H .c ... .. .. .. ..... ... .... .. ... 4'-1012"' 3 51/2" 4'-1012" FL NE URRE WALLNG- ABOVED WALL UP :.. .. + - ry CLOSET LINEN CLOSET BEDROOM#2 5'-412". 's'-81/4" .. I 5':8.1/4" .. 5'=81/4 :.: I `C3 ..�119•• _ ..220. O - �0.. 2,8 225 ::. .. .. �0205: ... .... .. ... .... .. ... ..... .. ���//+ 5'-33/4" 6'-7 14'-31/L' - } — ------- - - --- G I I � b .. .I [ P(�WDE � SHELVES - — — — — m ..... ... .. .. D 207 3o.p An.o. )W HEIGH :..� .... ... . .. ... .. .. ... =::o Izosl CLEAR.-N, TORAGE :. LINEN .. - .. r _ xaaA I � z• s,rr" . BA I � - w o _ 208 I I r STAIR- � O - SHELVES �O f _ _ — — .. II CLOSET I ..... }— _— .... D D I.I. ——— ..... ... ELEVATOR CLOSET �. .. ... ... ... .. U 6 I I I FINISH �i 226 " _ L. I i 'ahi Dec .. .... n - ... FLUE CHAR,— CHANICAL ... ... ... I ME III HASE . -- 1 crlAs O BEDROOM#5 I : w -- Q,D.. �L= INDIAN POINT'INC 5 � w� O s a Os .. ... o. O .. .... .. .. ... ... ( I .O.IFBNI I..' I.. T.O.GUARD109117 . .. .... ... .... - U. _ O Tjo �' - _ ( -8 INDIAN TRAIL ...I ... .. ... I ..... ... .L ... OYSTER HARBORS. .. b b �I BATH O1 OSTERVILLE,MASS.02655 .. BEDROOM 212 '� Ii Ii EA ... .. ... ... 5 ________ :.. o ... I. -- - ------ - I: .. .. .. CLOSET w m o _ . 1 P 7 AD n 7'-91 BATH I. "w i I s .. m ... ..... .. ... ... .� .... .. ... ..... i �� I �i T.O.FINISH 4s 3'-51?' �211 10� .. ..... .. �... ..... ___ n i U xl I m os'-e1n' - — Yh'FT ..... .. ... ..... .. ... ..... .. .. ... ___ ... ... ..... ... ..... .. —.—___ _ .. .. .. 21235 PROJECT ..... .. HALOO BEDROM:#s ...� O .. '214 I w 213 'MATCH .. �dEu _ BELOW MATCH P— — ' .LINE' ,/A2.1.15 : ... .. .. � : 1�:A2.,.,5 LINE '' SHEET TITLE:... .. - _. _�.. IN HOUSE I - ..MA ENLARGEDLEVEL . _ _. TWO PLAN PLAN TRUE NORTH NORTH 1 ENLARGED:LEVEL TWO PLAN N .14 SCALE: 1/4"=1'0' .,ZB ... ..... .. .. ..... .. .. ..... .. ... .. ... .... ... ..... .. .. ..... .. .. ..... ... I I :.. I ..... .. ... .. ..... .. .. ... ... ..• .. .. I 7 r +b r agdOgIarchitectureandUrbe ... ..... 234 n°eiiael3es1o6 I 97 �ws � �� 0.544.9006v 30308 v 970.544.3d]3 f 3IX1.30.13751 1" R D ..... .. .. 01? .... .. ... ..... - .1A .. ..... - FPT .. 3'-5Lj .. 7'-912" ... ..... ... .1.d ... .. .. .. ..... .. .. N T.O FINISH .. - -- KL&A, Inc ..... .. ... w ..... .. ... ..... .. ... ..... ______ _ _ __+ OPEN TO ... - ... - .. .. .. _ _ __` ... '5truclu ral Engineers and Bultlers'... MATCH 1/A2.1.14 :. .. u : BELOW HALL O m O O BEDROOM#6 1:/A21.14 MATCH 1 I11Ntechine n Avenue sane 100 Bu m — D oeaon cowrado eo4ol .. �. .. . ... m W .. LINE .. .. .. .. _________ 1 LINE r3 'P(303)3 N10 F:(303)WW15 0 5 . .. - ... .. ... ..... ... ... - - - ... - L-rnId'• essay,C0.6 ,,v. .. .... - '-__ ..... Z'. ... .. .s .... -—-__. __ .. .. " O 5 . ... 1 .. BEDROOM#7 CLEAR ' ... ... <A4.1) 216 � � � � ITH 21 _O FSTE a 237 O SHOWERI — n O ..... .. ... .. .... .. .. ..z+� w BA� ,'' O � m-412'•. .. CLEAR .. n ... .I .:. 2..E,� 4.-5•. .6'-1 1/4"I MASTERBATN WOOD BURNINGIssues 8 Rewstons.. I .. .. .FGASKEUED DD RORS11.08.2012 .: ISSUED FOR PRELIMINARY TD PRICING \�J��� �� - � � � �COMBUSTION AIR � � ��� 12.03.2012� ISSUED FOR BUILDING PERMITt BUILT _—_—_—_MILLWORK O TVPIN y .. FINISH FL LORHTVPHER�CLOSET DRESSING e s ® 233wo II I C � W.C. m _ ... : FLUE CHASE : ... � ... .. - .. I BENCH I I I 12-11" 4'-3- 5'-6114" 7'-8 114 3'-9- ... ry :.. _--__7 51/4 - LINE OF SLOPED .. _ .:. h ::. ... ... ... .... .. .. ... ... CLEAR ... ... ... ... ... .. ... O a CEILING ABOVE, L I. , b,e i3 ry 0 _ .. .. STUDY .. MASTER r 1 - EAVE ABOVE,.TYP. . --. -- _ , .. .. I :BEDROOM --- ... O" - - ... .. .- .. ... I O I I .. .... .. ... ..... ... .. ... .... ...... I .. .. ... 109, 812 .. .. - ..... .. ... T O,F- INI 2H __ - _ _ ..... .. ..... .. .. AN ._ T:O-FINISH_ -__-.---.-__ .. .. POINT, �z ECK INDI .... .. .... .. ... - .. OYSTER TRAIL ... R .. 3.00GUARo OSTERVILLE,MASS.02655 F. ..... .� — —.-.— — ... — —.-. -.... .. ..... -- — ..... - — — — .. — ... — ... — —. .- —"-- ---- -- .... .. .. .. .. I I .. .. .. COMBINED CARBON MONOXIDE.. ... .... ... .. .. - .. - .... I. 2 ... .... ... ..... ... .. .. ... .... ... .. O ALARM AND SMOKE ALARM : . I I. ... ... .:. /111 smoke elerms shell be Phofoelectnc type smoke alams listed in " � I I � 4� � ..... .. ... .. am dance with ul 217 or ul 268 and installed m accordance with .. ... :". ... ..... .. ... :: .. ... ... .. ... ..... .. ... ... ..... .. ... ..... .. ... A4 the ep�Ocebid cedes and the household fire wammg equipment ���� ��.''' '"''� - ... I I I .. Pmwsonsofnfpa 72 .. .. .. .. "' .. PROJECT NO .. ... : .. .: .. I': .. 21235 All smoke el t b installed mfe nnected m sucha::r - ' manner that Ih cN N olona alarm will activate all of the alarms - - - I - - ' ' 'I I I I I I I ' Carbon manoxMa.lams shell be fumished endmstelled m :" 'I. .. I : - saoordence with m g l c 148,§2695,527 c 31 00:carbon : I - - ----- ---" monoxide slams 248 per,nfpe-720 end Ma - -- - ., rnstru4Y,ons ulectura/s .. ... .:. ..... .. ... ... I .. ..4'-71/4.. 3'-,. 'd'-1'... 1'-9' 1'.9' 4'-2' - - - ... ..... .. .. ... .... .. .. ... re, SHEET TITLE EXISTING I' - " 3.-,,,,. i MAIN HOUSE 6' 91/4" .. 13' - 11 .. 614" 8 0'3 1 512":. .. 3`1' 4' / 4' 0 7/8' 1' S", 13' 6 1/4" ®. 23•-8irz 24-7112 :.. I ENLARGED LEVEL ..TWO,PLAN S 5 3 2 1 F� - NORTH NORTH /'/� .. �� .. .. .. .: :. PLAN TRUE AZ.1 ..15-: .. ,a .. .. :. ..... .. ... .: : ... : .. 1 ENLA ED LEVE :. .. ..... .. ... A2.1.15 SCALE:RG 1/4 1'-L .. �� � ��� TWO PLANS :.. LEGEND; :.. .. ., - ::. O-COMBINED CARBON MONOXIDE ::7 ..... 6 ... .... .. ... 4 ... 3: .. 2 .:1 : .. ... .. ... .... ALARM AND SMOKE ALARM :.. All smoke alarms shell be photoelectric type k 1 listed in ' e....dence with ul 217 aru1268end installed in'eccontanca Mai eppl�ceb/e wtlas and fha household fim viemm9 e4wprrren! �'' � ''' '' � � � �� I Pmvlsions o/nlpe 72. .. _ .. � .. .. ..... - :.. Allsmokealarms orb tobeinstallatlm su fetconnectedinche ':.. ':. I : OW ou9hton manna.thar the epmownaf one alann,Weadivate all of Ole afams. `— - — ae�ctureandurbandesign Carbon manoxrtla elems shell be Iumishetl-end mstelled m - - - - - - - 234 a hoPklne ave. 3377 Claka s1 108 accordance Mhm 91 c 14B§26/16 527 cmt 3700 carbon - : asp Sn m'81Oil denver3w 80205 ._ —_ ___. monoxide elamrs,248 cmt,n/pe 720 and the menuleclum/s - - W 9008 v 303 08 13]3 v . ... .:' ,....—______.—___. .. 970.594.34]31 303.308.13751 I I .. ::.. instillations ... ..o —.-.-.-._-.�.-'_... ---.- ... .. .. .L.. I KL&A Inc. ' � �Structural Engine rs and Bu liters delete. Avenue suee 100 Goklen 380.1 e:(. . ... .. .. ... .. .. ... - I .. :.' .. .. .;P:(b3)3048810 F:rl03)3fW 9915 .. - Golden• L —ol• Baaan,CO•Buflab,WY' - - - .. .. Ill I Ill I I lilt ... _ I I I lilt ]ill Ill lilt 1 [ 1111 lilt ill 11 11 Ill lilt Ill .... .. ... ..... .. ... .. .. ... ... ..... ... .. ... .... .. —. -O _ sons .... .. ... w / .. :. . �. swesB Rev' . :.. .. / 11 08 2012 ISSUED FOR PR ELIMINARV .. .. .. .:. ... .: ... NOD ..... .. .. I. .. .....O NAW ABOVE. .. .. .. ... j ::. .... ... :.. ::. .. ... I FF . .. 12.03.2012 ISSUED FOR BUILDING PERMIT... .. -. .. BOV CENTERED ON GRIDLINE 5: - -------------- TA.91 zSH STAIR LIGHTING TO BE _ .. ... ... ... III I I ..... .. ..... .. .. ..... - - SWITCHED AT BOTH TOP - - ..... .. ..... ..... .. ..... .. _ .. ., SOTTO AND.. .. N .. A M OF STAIR .. .. .. .. ::.. ... 10'.. DHro d^ .. .. .. .. ... :. i .. .. :. ..... .. ... 8'-21W 9' 411/16. .. .. .: :.. .. q INDIAN . . ... ::. ..... .. .. ::. .... ::. ... ..... .. ... .... .. ... .. ... ..... _ - : ACCESS .. q. 8INDIAN TRAIL ... .. ..... .. ... .... .. ..... .. ... ... I r� � _ .... ... .. .. OYSTER HARBORS 00 - - OSTERVILLE,MASS.02655 O I � PI UP '. II I - wa �y YY - SHIP'S LADDER ACCESS .:. ..... .. ... ..... ... 1 ..... .. ... ..... .. ... ... ... TO WIDOWS WALK ,.. .... .. .... .. .1... .. ..... ..... .. TTIP .. - MATCH STORAGE301 .. i .. .. MATCH .. .. LINE_ 1�A2.1.17 .... .. 1 A2.1.17 LINE I 21235 OJEC I. . .. .... "I .:. :: i .. .. SHEET TITLE: .. MAIN HOUSE. .. .. ENLARGED ATTIC . ..ELAN.N 2: SCALE:�1/4" 1'-0" - .... ...�' ... .. .. ... ... ... .. - ... .. .. .. ... PLAN ...TRUE .. F. .. : NORTH NORTH NLARGED ATTIC PLAN N .. .. 1 SCALE. 1/4"=1'47' .......c...... .. ... .. s . :. .... ... ... - .. ... .. .A2.1.16 : _.. . .. _ _. �_. LEGEND ... ... .. ED CARBON MONOXIDE ALARM .. .... .. .:. .. ... ... .. 8'-21/4' 9'-411/16' ... .. .. : ... ..... .. ... AIARM AND SMOKE ALARM.. .. ... .. :. :. :... I All:smoke elemrs shall be photoelectnc:type smoke alams listed in - - - ' ... Ore ePPncable codes end the householtl nre wemmg e4urpment ::. :': '.. - - .. _ .. .. ... .. ... ... .. pmvrsi.ns.fnfpa 72.. ... .. .. .. .... ..... .. ... ��v. - hton.. : All smoke alaims ere to be rnsfelledmtemonnecled in such As smo.rane ectaeban.roneedint wi nn.d ein.rN.slams aOWecture and uibanydesiign Carbon monoxide alarms shell be furnished and installed m ''' ''''' ''' ''' � '''' '' ''-' '' -- - '' - � � � 234 a hopkins 77 Blake it,1 6 ..... accordant.wnh m B I c 148§26f36,527—31.00:carbon pen.m:8161 Ve n—co 80205 97 :.. monoxide.lams,248 cmr,nfpe 720 and the manufad ner's :�.: I �� - � � �� -' � � 970 544.3473OO 1 1,' d 303 308113]5 f .. mshuctr.ns .. .. - .. .. . ... .. ... - - - - - .. , KL&A, Inc.. ... ..... .. ... ..... ... .. .. ..... _ - .... ... .. _ .. ..... .. ..... .. Structural Engineers and Builders.... 1717 Msnhgt.n Avenue,S—IN P(303)a99 9810 Fp(3013)3B1 9915 STORAGE Go—• Lov11• 6,11 CO•fiulfob,VJY MATCH. 1�A2.1.18 :. :. 1�A2.1.16 MATCH D — _ LINE : .: .. .. .. LINE D ..... ... .... .. ... .. .. ..... ... .. .. ..... .. ... .... .. ... ..... .. .... .. ..... Issues&Revisions. ..... w 71.08.2012 ISSUED FOR.PRELIMINARY `----- -'- ---- PRICING ..... .. .. ..... ... ..... ... .. .12.03.2012 ISSUED FOR BUILDING PERMIT 611 " -- STORAGE -------------- - ----- - - - WINDOW -- ... EGRESS LGI+11,.L,NE CENTERED SON _.,_ .I. .. _ N DIAN N DO 81NDIAN TRAIL OYSTER H ARBORS — OSTERVILLE . MASS.02666 IiI III -_ II i II � I it - - I III I I , - II 111 , IIIiI IIII I IIII I I � � ! I � I I I m it II � I I i 1 Ill �lllllllllllillljl:Ilk llllllll IIII ' ! r Iilllllllllll II I � I- ll . . 11 11 III IIII I I � It' I i ! rlt II IIII � II , I II I .. . ..... . - - : PROJECT 21235 .. .. 17'-7' 23'-812' .. 24'-71r! -SHEET TITLE: MAIN HOUSE " ENLARGED ATTIC. PLAN .:.. p SCALE:; 1/41'_T-0. _.. �2 ... .. .. ... .. .. .. ... .. NORTH NORTH AZ. 1 . 1 7.. 5x - .. .. .. ... PLAN TRUE f ..... .. ... ..... .. ... .. ..... .. : ... .... .. ... .. .. .. ... i ENLARGED ATTIC PLAN S p q .... �.17 SCALE: 1/4'=1'-0' ®® •.-+=ao.r„,i.awo:o ..... .. .. ., .. .. ... .. .. ... .. .. .. ... ..... ... - .. ..... GENERAL ELEVATION NOTES.. ..... .. ..... .. :.. .. :.. .. :.. .: .. 1 .. ALL EXISTING WINDOWS AND PATIO DOORS TO BE REMOVED AND REPLACED WTHENERGY AND HURRICANE .COMPLIANT WINDOWS AND PATIO DOORS BY MARVIN OR - .. KOLBE-KOLBE. ... : :.. SCHEDULES AN R: �2.� �BEE WINDOW SC D DETAILS FURTHER �.. :IN FROMATION. - 3. SEE BUILDING SECTIONS AND PLANSFOR ADDITIONAL ' .. ... ... _ .. ... .. ... .. .. ... 4. FINISH H FOR FURTHER EXTERIOR .. ... .... �_—,. .� ASEMBLY DETAIL REFERENCES. .. � REFER S TO ASEM BALLVSEETS . ... ... :. :. rowland+brouglton `.: architecture and urban design . ..... .. .. 234 e.h0pkine eve. 3377 Blake at,106 aspen,m:81fi11 denvar,co 80205 .. .. .. 970.544.9008 v 303.308.1373v 970.544.34]3/ 303.308..308.13751 E D C _ B .A KL Inc.: Structural Engineers and Builders 1717 Wasbmplon Avmue,S 111'-8 1/2° Go n,Cobredo e0aot 12'-103/4" ... 7'-13/4' .. 5'-'9" 9'-101/2' .. 9' 3" 13'-111/4' 23':4°. .. 23'-1114" .. g 7•• .. 'P:(303).—. Co01:(303)3B499Is . Lnvebnd'• BBSaH, .Buanlo,WY ... . .. ... T.O.UPPER CHIM NEV MUD WASH . .. ... .. .. .. .... .. .... -. ..... .... ..WIDOWS WALK BRICK CHIMNEY TO IMATCH. .. .. .. _ EXISTING BRIC K CH MNEYS TVP ..... .. ... ..... ...... ..... .. ... ..... .. ... .. ... ..... .. .. ..... .. .. ..... .. .. I--BRanepn ..... TO.LOVvER CHIMNEY MUD WASH — — :.. 136'-P — — — — .. .. _ ������--,,��-- .. .. 09212012 CLIENTREVIEW . 10,20.2012 CLIENT REVIEW ... ... ....... -. ... .. _ ... ... ... m.... ... ... .. "A .... .. ... ... ..... .. ... .... .. ... ... z .... - — — — — T.O.WIDOWS WALK 17.03.2072 CLIENT REVIEW .. MAIN ROOF_RIDGE — — — — _ : _ _ _ — - .. 134-3" 11.08.2012 ISSUED FOR PRELIMINARY 12032012 ISSUED FOR BUILDING PERMIT .. . PRICING 11.232012.. CLIENT REVIEW , ..... .. .. .. "� UED (DING .. ROOF RIDGE : - 938 ALASKAN CEDAR SHAKE ROOFING .... ... ..... ... NON-OPERABLE - - GABLE VENT. ... _ _ .. NOTE F_ THES _ 12� E DOCUMENTS- THAT �� THESE DORMERS MATCH THE 1 t� DORMERS ATTIC :. .. 119-2' PAINTED WOOD LAP ING TO MATCH ----- -- _ EXISTING(RECLAIMED... - .... - . SSIB i i y �U� U Jam I I LE) . - LEVELTWO .. ... - - .. .. .. .. i H tarn H M M H H m — — -- -81NDIAN TRAIL .._._ OYSTER HARBORS. .. ... :. _ : OSTERVILLE,MASS.02655 :. .I. .. ... ..LEVEL ., SALVAGE FRO REUSE EXISTING FRONT RO MATE SCREENED PORCH.. ... .. ... :.. - XI :.. DOOR 8'PORTICO G REF:EF:CIVIL.TVP. ::.' ::. ..... .. .. .. .. .. ..... .. ... ..... .. .. ... .. .... .. ..... .. .... .. ..... ... .. .. '. .. .. :' PROJECT NO: .. .. :.. .. :.. ... ... ... .. .. 21235 BUILDING TO RE[]EXISTING MAIN . SHEET TITLE: p MAIN HOUSE .. WEST ELEVATION . _.. _ ... .. :� :.. SCALE:� 1/4" 1'-0" .. Q _ _ r A4. 1 A ,, _ 1 WEST.BUILDING ELEVATION s's- ..... .. ..... .. .... .. ..... .. .. .. A4.1'.1 SCALE: 114—"0° _ ..... .. ... .... . ... - ' _ � " -' 'GENERAL ELEVATION NOTES - .. '.. ',, 1. ALL EXISTING WINDOWS AND PATIO DOORS TO BE ':.. I c .. ... .. ... .. .. ... ... - REMOVED IDOWS REPLACED WITH ENERGY AND HURRICANE COMPLIANT WINDOWS AND PATIO DOORS BY MARVIN OR :. :. :. �� 2. H S AND DETAILS FOR � � � � .. �� SEE WIN DOW SC EDULE FURTHER ` .. .. ':.. INFROMATION: ':.. rawlalld+broUghton .. .. ... .. :.. .. .. :.. .. .. 3 SFORA .. SEE BUILDING SECTIONS AND PLAN ADDITIONAL. ...., .. ... .... .. .. .. ... .. .. .... SHEETS FURTHER EXTERIOR .. ..... .. 106 ..... .. - ASSEMBLY DETAIL REFERENCES. '' eC U!e a S sign _. l u an e f 4: REFER TO ASEMBALLV SHE OR FUR .asp e.ho 816 1 3377 r,co ei aspen, 01811 denver,co 80205 FINISH INFROMATION. - 970.544.9008v 303308.1373v : 9]0.544.36]3 f 3fk1 308 1375 1 KL&AInc.I ..... ... .. 2 ..... .. .. 3 ..... .. .. 4.. 5. ..... 6 - .7 ... - .. ... .... .. - Structural Engineers and Builder,.... 1717 Washington Arenue.Salle 100 . .. - ... Goben,Cabretlo BOa01 ... ... .. .." ;;P:(303)3de 9910 F:(303)09e 8915 ..... .. ... ' —en• LovobnC'• Basalt,f-A•fiufleb, .. ... :.. 3'-.5 3/4".: : :.. 9-1 1/2, ... ... - T.O.UPPER CHIMNEY MUDWASH "- - - - ... ... ..... .. .. WIDOWS WALK ..... ... .. ... .. .. ..... .. .... R ..... . ...- .... sues 8 s:. T O.LOWER CHIMNEY MUD WASH ' ... .. ... .. .. :.. ... .. @: ':.. 09.21.2012 CLIENT REVIEW ... a ... -._ .. .. ::. ... _ ... ... .. CLIENT REVIEW .. .. ... .... .. - ..... ..... - .. .. T.O:WIDOWS WALK m ... .. .. -101.03.2012 -CLIENT REVIEW — — — — — — — — — . .. .. .. 134-3 11.00.2012 ISSUED FOR PRELIMINARY PRICING .. ... .. .. ... .. ... .. .. ... 12 :.. _ .. .. .. .. 11232012 -CLIENT REVIEW ... ... _ - ..... ... ..... .. ... ... ..... ... .. .. -11-D .. __— � .. ... ..... .. .... .. ..... .. ..... 72.03.2012 ISSUED FOR BUILDING PERMIT ROOF RIDGE k - — — — — — . — — — — — 130 9 CHIM T.O.NO RTHCHIMNEV:MUDWASH — — -- -- — BRCK EXISTING— - ... ... ... ... ... ... ... �i BRIEY TOCHIMNEYS,MATCH TVP. 12 ... :. .. EXISTING WEATHER VANE ... .. .. ... "- .. . ... ... --If ... ... ... ... ry m _ _ ATTIC — ' ALASKAN CEDAR SHAKE ROOFING,TVP: N ®_® c ®—® NzPm — ... Z' ... ... ... I m I — - Ir 11,1 11. "' PAINTED WOOD LAP SIDING TO MATCH EXISTNG(RECLAIMED P _ — — WHERE OSSI SUE) LEVEL TWO J, 109'-01/2' Y OUTDOOR SHOWER ENao6uftE. INDIAN POINT, INC � I _ .. - °� = iI 7, ... .. ... ..... ... ... OYSTER HARBORS.. .. ... ' l � OSTERVIL ... .. F .... - .. ... ... ..... .. ... .. I.. �. ... .. ... ..... .- LE MASS 02666 GRADES ARE APPROXIMATE ..... .. .., REF'CIVIL TYP LEVEL ONE w. PROJEC TNO .. .. .. .. :. .. .. ... .. .. ... ... ... ... .. .. 21235 . .. ...... .. ... ..... .. ... ..... .. .. ..... .. ..... .. ..... .. ElEXISTING BUILDING TO REMAIN ... .. .. ... .. .. .. ... ... .. .. ... .:. :.� .' ::. � :.. SHEET TITLE: _. MAIN HOUSE. NORTH ELEVATION 7 :.. : SCALE: 1/4"-1'0" : Io _ A4.1 .2 NORTH BUILDING ELEVATION /{Q,�.2 SCALE: 1/4"=1'47' - - .. GENERAL ELEVATION NOTES ... .. ... ... .. .. .. O .ALL EXISTING WINDOWS AND PATIO DOORS.TO BE ... 'REMOVED AND REPLACED WITH ENERGY AND HURRICANE ... .. ... .. ... .. COMPLIANT WIND WS AND PATIO DOORS BY M ARVI N OR 2. SEE WINDOW SCHEDULES AND DETAILS FOR FURTHER .. .. .. ... ... ... 3 SFORA LL..�� 4 IN FROMATION:' .. :' � .. :' rowlalld+Vf0U911tOf1, SEE BUILDING AND PLAN ADDITIONAL ... ... .. ASSEMBLY DETAIL REFERENCES. :..' ::' ::.' ::' a/C/IItQCtU/E 8/ICI U/'b8/1 CIBSI(J71 .. ... - ... ... - - .. HEE S O RTHER EXTERIOR .. ...4., REFER TO ASEMBALLVS T_F RFU .. , .... .. 23a n napkinseve. 3377blaka 8 105 . � FINISH INFROMATION. 970.54,9 01611 tla303.308 80205 .. 970.544.34731 303.308.13773v Inc q. .. g.. � C. ..... ...... .. .. .D .. ... E' �F G. � H' .... .. ..J ... .. ..... .K' ,.L .. M, ... .. Structural Engineers and Builders.... .. .. . .�� nn wawmalon a.anaa,san�lW :. . - Go ;,C ik 80401 . .. .. .. .. P(303)39a9910 F:(303)3815915 111'-81/z' - - Gaban L-nE'• Bos. CO BWIab,VJY ..... 3,-r ... 23'-11/4" 23 4 13'-111/4" 9'-3" 9'-:101/2" 5'-9" .... :.. .. . ... T.O.UPPER CHIMNEY MUDWASH .. ... ... :.. .. .. .. .. tar-a' — ... .. ... .. .. .. ..... ..... ... .... .... WIDOWS WALK ..... .. ..... .. .. ..... ..... .. ... .... .. ... ..... r'-r ... .. ... .... .. .. ..... .. ... ..... .. .... .. ..... .. ..... .. ..... .. ..... Issues B R-,..ns' ..... .. .T.O.WIDOWS WALK.. ..... .. ... ..... .... ... ..... ... ..... .. ... .' ... ... .... �—I _ _ _ T.O.LOWER CHIMNEY MUD WASH . 134'-3" —MAIN ROOF RIDGE ... SSUED F R PRELIM INARV ...... L m .. 11008.2012 IEW ... .. ... .. ... i'—�LIj I ..... .. ..... .. ... .... - fO 12.03.2012� ISSUED FOR BUILDING PERMIT ROOF RIDGE .H .. r N EXISTING WEATHER VAE:. —-'--'- � �' � � 9 1.14NON OPERABLE __._.- ..... � GABLE VENT ..... ...... ... � ..... ... Irrv1 k� 2a _ 12D ,2.. ATTIC k . .. AUISIVW CEDAR SHAKE TYP ... T^ r 'S 1 rD I � P..TE.O.LAP SIDING TO m ... ..... MATCH %ISTING(RECLAIMED ----- --- - WHERE POSSIBLE):' .LEVEL TWO E E T - T T CC CC CC. O �O F - .. .N � T .. ..,,®.` .�.. � � NDIAN TRAIL 1,10 I — I - .. ..... ... .. 7 OYSTER HARBORS O LLE,MAI LE,MASS 02655 .LEVEL ONE COVERED SCREENEDIN. ll ... .. . ... APPROXIMATE, .. ... ... ..... .. .. ... �.... ....PORCH. GRADES ARE ' -"- REF:CIVIL,TVP:.' w. .:.. PROJECT NO: :.. 21235 ... .. ... .. ... .. ... .. ... .. :.. SHEET TITLE: .. ... EXISTING BUILDING BUILDING TO REMAIN ;. MAIN HOUSE EAST .. .. .. .. ELEVATION . : SCALE:: 114"=1,-0„ T1 �. A4.1 .3 ... ... ... ... 1 EAST BUILDING ELEVATION ... A4.1.3 SCALE: va"=ram' ... ..... .. ... ..... .. .. .. .. . .. .. _ :_ f . TIO DOORS BV MARVIN .. .. GENERAL ELEVATION NOTES . ALL EXISTING WINDOWS AND PATIO DOORS TO BE REMOVED AND REPLACED W1TH ENERGY AND HURRICANE . COMPLIANT WINDOWS AND PA OR , 1 ._ .. .. 2. A TAILS FOR FURTHER 3 S FOR ADDITIONAL SEE WINDOW SCHEDULES AND DE ':.. INFROMATION. '; rowland+bfO�UgI'ltOfl SEE BUILDING SECTIONS PLAN L . ASSERTOA ETB REFERENCES. architecture and urban design 4: 'REFER TO ASEMBALLV SHEETS FOR FURTHER EXTERIOR op mseve. 33775I,-s(105 S OMATION. _ 9705 44.90068v 1 de303r308.7 37 . FI NI H INFR .. .. ... ... ... ... .. .. .. 970544,3473 1 3033081375 KL A, Inc. Structural En gineers and Builders' .. .. .. .. ude 1fm. 1717 Washington Avenue 5 ... ... ... .. ... ... : : Golden,_redo a.'" .. .. 7 ::.: ... .. ... : ... ... ''' ''' P(303 3BC 9910 F' Goban Lovebnd Besed,CO Bulrab,WY' T ..... .. ... q .. .. . ... .. ... ..... .. ... ..... ..17'-7" - ..... .. ... 23'=812" ... ..... .. ... ....24'=71/T' ..... .. ... - 94_11 .. ..... .. ..... .. ..... .. ..... .. 2" 3"-5 3/4" T.O.UPPER CHIMNEY MUD WASH ..,,. .. ..... .. ..... .. ..... .. ..... WIDOWS WALK ..... .. - ..... .. ..... .. ..... .. .... .. ... ..... .. ... ..... .. m .. .. '. :. sw &R eons -. _- T O.LOWER CHIMNEY WASH_ _ _ _ .. :. .. :.. 138.-0' .. :.. .. ... '� 09.21.2012e CLIENT REVIEW ... .. ... .. .. .. .. .. .- . ... ... ... ... ... yam .. — ... .. .. 1 ' T, � � — — — — — — — O.Vv1DOWS�WAL3 110.202012 CLIENT REVIEW .032012�'CLIENT REVIEW TO ROOF RIDGE 11.98.2012' ISSUED FOR PRELIMINARY . .. .. :.. .. .. ... .. _ — — .. — _ — — — — — 718 - .. ... . ING ... ...... ..... .. ... ..... ... ..... .. ... ...,. .. ... .. — .. _ ..... .. ..... 133' 3 ". ..... 12032012 ISSUED OR BUILDING PERMIT 12 -. N R ��11 � ROOF R9 3/8 11 23.2012 CLIENT REVIEW 13 `o ��� �E F LDING i .. .. .. ... .. ... ::. ..... .. ... ::. .... .. ... .. .. ..... ... ..... .. ... ... .. ... .... ... .. ... .. vv N �.-,2�. ��. ATTIC ... ..... .. ... ..... .. ..- -<T. .. ... ..... .. ..... .. ... ..... ... ... .. ALASKAN CEDAR SHAKE, --- - ... .. ... ..... TVP. ... ® D ( _ .. ®f.. .. ..... .. ... .. ... .... ... ..... .. ... H fwem.. ... .. ... .. n .. .. � :LEVEL TWO .. :PAINTED MOD LAP SIDING TO MATCH EXISTING(RECLAIMED _ WHERE POSSIBLE) _ .. .. .. a �. ... _ ... ... ... I -O � BB BB: .. 81N DIAN TRAIL H N e OSTERVILLE,MASS.02655 s, .. LEVEL ONE � � � � � ..... .. ... ..... . COVERED SCREENED„ PORCH GRADES ARE APPROXIMAT :. ... .. ... .. - REF:CIVIL:TVP. .. .. .. .. I PROJECT NO: .. .. .. .. .. .. .. .. .. .. .. :.. 21235 .. SHEET TITLE: EXISTING BUILDING TO REMAIN ' MAIN HOUSE SOUTH ELEVATION. SCALE:: 114'=T_0" a .. " .. .. .. ... . 2 SOUTH:BUILDING ELEVATION :�: �' � °°^^p'*m�°^°^^^^°••^°�'^°^^^°^� s ..... .. .. ..... ...., .. ..... A4.1.4 SCALE: 1/4"=1'-0" ..... ..... ..'8 .. .. ... ..... .. ... ..... .. ..... .. ... .. .. .. ... ..... .. ... ..... .. ... .... .. ... - ..... .. ..... .. ... _ ... ... .. ... ..... .. ... ..... .. ... _. ... . .. ..... . .. . .. ... . .. _: _ _. ..... . _... .. . .... . .. rowland+brougfton architecture and urban design 234e hap 81611 e. den,Make si 105 3 5 a o 1611 aen�er�o Bozos 1 .. .. .. .. 5.1.1 .. .. 8 W3.306.1373 v . 3033081375f .. .. ... .... .. ... ... ..... .. ... ... ..... .. ... .. ..... .. ... ... ..... .. ... ..... .. .. ... ..... .. ... .. .. .. ..... .. ... ...., .. ... ..... .. ... ... ..... .. ... ..... .. ... ... KL A; Inc. ... ..... .. ... ..... .. ... ..... .. ... ..... .. .. ..... .. ... ..... .. .... .. .. ..... .. ... ..... .. ... .. ... Structural Engineers and Builders.... .. 1711 Waski e-Aveaue.Soils 1W ratlo 00001 ... ... ... ... ... ... ... ... GONan Lovelantl• ... . _. 6eu0,c0•BuOeb,WY' .. .. .. .. UPPER CHIMNEV MUD WASH ... - _ 0 ..... .. ... ..... .. ... ..... .. .. .... .. ... ..... w. j"`1 .. ..... .. ... ..... .. ... ..... .. ... ..... ... ..... .. ... T.O LOWER CHIMNEY MUD WASH .. .. .. ... .. - .. .. _ .. .. 38 0 m r 4 �. T O Vv1DOWS WALK. .... .. ..... .. ..... .. ..... MAIN ROOF RIDGE. 133' ... .. ..... _r1 ..... ... .. ..... .. ..... .. 134.3'• ..... ..... .. ',. . -3 7/9' rLT1j i i 11,08,2012 ISSUED FOR PRELIMINARY COLUMN D FOR BUILDING PER PRICING : 11 23.2012� CLIENT REVIEW 12.03.2012:� ISSUED MIT ..... .. ... ..... .. ... ..... .. ... ..... .. ..... .. ... ..... .. :a---�`r - .... .. ... ..... .. ... ..... .. .. ..... ... ..... ... .. MECHANICAL FCUsB DUCTWORK ; 301' _ ::. .. ... :UNDER EAVES.TYP. �-�,.� ... ... ... ... ... ..... .. ..... .. ..... .. ... ..... ..... .. ..... ..... ..... .. ..... .. .. ... .. ..... .. - 9'�6 1/16"� 8 3 5/8" e ..... ... ..... .. ..... .. ..... .. a ..... .. ... ::. ..... .. — .. .... ..... _ ..... ... w F x�.. .. .. ATTIC.. . ... ... ... ... ... .. .. ... .. ... _ .. .... .. ... .. .... ... .. ... .. ... .. r m ..... .. ... ..... .. ... ..... .. ... ..... .. ... ..... .. ... .. .. ..... .... .. .. ..... .. ..... ..... .. I ... .. �.1.i _ BEDROOM/!6 - .. .. 214 211/16'TVP� ' CLEAR LEVEL TWO ..... .. ... ..... .. ... ..... .. .. ..... ... ..... .. ... w.� .. ... ..... .. ..... 109 ..... .... .. ': o - T.O'LEVEL TWO SUBFLOOR - 17 @ 6 7/8" .. :.. .. OPEN TO OPEN TO 11"TYP TREAD FAMILY FAMILY.: .. .. ... .. .. .. ... ... .. .. ROOM ROOM .: ... .. . ... .GIVING. ... ... .. ... .. .C ' :.. .. :.. .. :.. .. .. 0 110 wa FOVOER n> CLOSET 112 ...,. ,. ... ..... _. ... SEE THOUGH ��� , 118 ...... - FIR EPGACE" "' LEVEL ONE a LEVEL ONE .. :. :. .. .. .. .. :. 99 O .. .. ;, : PROVIDE SCREW ATTACHED S/9"TYPEGWB T.O.LEVEL ONE SUBFLO 8INDIAN TRAIL ... ... ... . ... ... ... SURFACES PLATES ... .. .. .:' :.. �CRAWLSPACE s:. DSILL PLATES, AT ALL OR ' . .ON ALL UNDER STAIR ENCLOSURE SURFA S .'.- P.T.WD SILLS AN FouNOnnoN WALLS � � ..... .. ... OYSTER HARBORS.. .. ... OSTERVIL ' BELOW GRADE FULL HEIGHT RIGID INSULATION,TYP. LE MASS.OZBSS _ o a RAWL.SPACE.. .MEDIA:. � '' 012 'W4 LAYER INS L WATERPROOFING,DRAINAGE:D ... .. ... ..... .. ... ..... .. ... .... ..... .. ..... .. mr.' ..... ER,INS UITION,AND PROTECTION BOAR ..... .. .. .. .. .. . AT ALL EXTERIOR FOUNDATION WALLS,TYP. - --_-- _ .. .. ... .. . . .. .. ... .. .. .. .. .:.. ,TYP.AT ALL .. .. P.T. . WD SLEEPERS AND FURRING "� � � � � �� �:� � � � CONCRETE WALLS AND SLABS :.. — — — _ ' BASEMENT 8 .•. � ..... T:O.SLAB .. :. ... __-.. PROJECT NO ... ... .. 5.1.1 .. .. .. .. ... .. .. .. .. 21235 r ... ... - .. ... ... q SHEET TITLE. MAIN HOUSE 1 :.'TRANSVERSE BUILDING SECTION' BUILDING.. • ..... .. ... ..... .. ... ..... .. ... ..... .. ... :': ::. .... .': ... ..... .. ... � ..... .. ... ..... � SCALE: � 1/4':-1'-0".. ... ..... .. ..... ..A5 ... ..... ..1.4 SECTIONS SCALE S 1/4°=1'-O' ..... . .4 _ °� 1 :I I' .. .. ..... .. ... .:. ...�. .. ... ..... .. ... .. ... ..... ... .. .. ..... : .. ..... .. ..... .. .. ..... d ..... rowland+Broughton. architecture an urban design .234 e,h n. :816 ave. 33T1 Dlake si,106 5/8"GWB BOARD 5 BOARD 5AT'GWB BOARD 5/8"GWB BOARD : 9700.544.90066v 1 tle303.308 nver,co 83 3 v MOLD:RESISTANT IN WET AREAS. .. .:': (MODWRESISTANT IN WET AREAS, - (MOLD R ESISTANT IN WET AREAS, .. 970644.34T31,' 303308.13781.. ... ( ... (MOLD RESISTANT IN WETAREAS, . CEMENT BOARD IN SHOWERS WITH ::. CEMENT BOARD IN SHOWERS WITH CEMENT BOARD IN SHOWERS WITH CEMENT BOARD IN SHOWERS WITH FLUID APPLI ED WATER PROOFING FLUID APPLIED WATERPROOFING) - )' - .... ... - FLUID APPLIED WATER - FLUID APPLIED WATER PROOFING) - REF:TO FINISH SCHEDULE .. :. REF:TO FINISH SCHEDULE PROOFING) REF:TO FINISH SCHEDULE REF:TO FINISH SCHEDULE �+ ACOUSTICAL INSULATION WHERE:: :: ACOUSTICAL INSULATION WHERE ACOUSTICAL INSULATION WHERE j� IncNDICA,TEOON 1W SCALE FLOOR INDICATED ON 1/4"SCALE FLOOR INDICATED ON THE 1/4"PLANS-- ... ... KL`J Ar I - PLANS ""' ""' "' .. Stn ctu al Engineers and Bulders" PLANS 2X6 WOOD STUD FRAMING,REF: 1717 Wash nelon Avenue.sun.l ... :.. 2X4 WOOD STUD FRAMING REF: :.. 2X8 WOOD STUD FRAMING,REF:: STRUCTURAL DOCUMENTS TO 2X4 WOOD STUD FRAMING REF: - Gowen,C.brem a 01 'STRU,CTURAL:000UMENTS TO - - STRUCTURAL DOCUMENTS TO- : IDENTIFY LOAD BEARING WALLS - - STRUCTURAL DOCUMENTS TO,:- P:(a00)wee 9910 F:(303)aea 99t5 ... .. IDENTIFY LOAD BEARING WALLS - IDENTIFY LOAD BEARING WALLS IDENTIFY LOAD BEARING WALLS Gatl.n Lwe6ne eaatl,CO Bvsalo,WY - ' WOOD STRUCTURAL PANEL ON,- . ONE C BOTH SIDES,REF: - : - ... STRUCTURAL DOCUMENTS.. ::. INTERIOR ::. INTERIOR ::. ::. IOR ... .. .. ..INTER - ::. .INTERIOR :- INT 10 :: INTERIOR - UNINHABITABLE HABITABLE SPACE - ... .. ... ..... .. ... � ... ;.. ... .. ... ..... SPACE' ..... .. nv— �— "TYPICAL INTERIOR STRUCTURAL SHEAR WALL -' W-4 INTERIOR PARTITION-FINISHEDONE SIDE Issues a Revisions: ''' ' '' W-1' TYPICAL INTERIOR PARTITION WALL.-2X4 .. ...... W-2 TYPICAL INTERIOR PARTITION WALL-2X6 W3 - .. A7.1.1 SCALE: 1 12"=1'-0" .. 'A7.1.1 SCALE' 1 I2=1'1Y. - . . A7.11 SCALE: 1 12"=1'-0" :.. A7.1.1 SCALE: 1 1/2"=1'-0" .. .; 1 1,GB.2012 ISSUED FOR PRELIMINARY , ... ... ... � .:- ... .PRICING ... - - - - -- - - 12.03.2012- ISSUED FOR BUILDING PERMIT ... 4' 5 12" 312"1" VARIES ... ����312",1' VARIES ::. � .. .. .. ... .... .. .... :.. .: :.. . rA - R101NSULATION DRAINAGE BOARDob ... ..e ... ... ... NEW GWB BOARD OR I' CONTINUOUS COLD FLUID / -- .EXISTING PLASTER 8 LATH - - ._ F .. APPLIED FOUNDATION EXISTING TRUE 2X4 WATERPROOFING . .. .. - .. ... .. .. WOOD FRAMING SB"GYP BOARD. .. .. ... .. ... fi� NEW.CONCRETE FOUNDATION ... STIINGCONCRETEFOMENTSON NEW FULL DEPTHOAM ... .. {-'LI REF:STRUCTURAL DOCUMENTS REF:STRUCTURAL DOCUMENTS - POLYURETHANE FOAM - 2x6 WD FRAMING-REF CONTINUOUS 1"NOMINAL SPACING CONTINUOUS V NOMINAL SPACING INSULATION,R20 MIN... :.STRUCTURAL DOCUMENTS BETWEEN WOOD FRAMING AND BETWEEN WOOD FRAMING AND REPLACEMENT OF FULL'DEPTH SPRAY .. FOUNDATION WALL FOUNDATION WALL EXISTING SHEATHING-TO POLYURETHANE FOAM ..2X4 WOOD STUD FURRING - -/ - 2X4 WOOD STUD FURRING -CONSTRUCTIO- - BE DETERMINED DURING .. "'INSULATION>R20. .. .. .. - "' ... - - CONTINUOUS FULL DEPTH SPRAY `, CONTINUOUS FULL DEPTH SPRAY - ON CONDITIONN BASED STRUCTUAL SHEATHING POLYURETHANE INSULATION;FILL / POLYURATHANE INSULATION;FILL - REF:STRUCTURAL - - THER BARRIER I'I NEW W£A .:. - •'I1TH - FOUNDATION STUDS AND ;- FOPACE UNDATION STUDS AND:. DOCUMENTS •'" FOUNDATION FOUNDATION - - ..... .. .... - -. .... ... .. .. .. .... X T FURRING WEATHER BARRIER ..... .. .. :. _ .. 518 G.W.B. REF.FINISH SCHEDULE EACNS UD AFDD G / INTERIOR FINISH- LE AT COR ERSTO RM NEW,PAINTED WOOD SIDING .. MIN SCREEN�: �� TO MATCH EXISTING INT RIO BELOW GRADE - INTERIOR'; BELOW GRADE -- REUSED EXISTING WOOD - -- STUD AND CORNERS H :. - .. EXTERIOR :. :: _ / :SIDING INTERIOR. EXTERIOR INTERIOR EXTERIOR FORM RAIN SCREEN;TO W-5 TYPICAL FURRING ON NEW EXTERIOR FOUNDATION WALL :. W-6 TYPICAL.FURRING;ON EXISTING CRAWLSPACE FOUNDATION WALL .W-7 :EXISTING EXTERIOR WOOD FRAMED WALL TO REMAIN :. W-8 NEW EXTERIOR.WOOD FRAMED WALL SCALE: 112"=1'-0' - - SCALE. .. ... :-. ... A7.1.1 SCALE: 11r1.=.1'-0": .' .:': :. A7.1:1: SCALE: 3'=1'-0' :. .. :'. :.. A7.1.1 3-. 1•�:. INDIAN POINT; INC ... .. :. ... �" - "" 61NDIAN TRAIL .. ... ... ..... .. .. OYSTER HARBORS ... - OSTERVILLE,MASS.02655 :. .. .. .. :. :. TNO :.. PROJEC :. 21235 ''� '' �SHEET TITLE: MAIN HOUSE WALL ASSEMBLIES _ • e .:.. SCALE::As indicated fa A7.1 1 _ _ ... ... ..FLOOR FINISH .. .. .. ..... .... .. .... .. .. .. .. .. REF:PLANS AND .. FINISH SCHEDULE .. FLOOR FI S - LOOR FINSH FINSH FLOOR' N H F .. ... .. ... .. 2v'pRESUREDTEATED : ... .' REF FINISH PLAN58 ::- 'REF:FINISH PLANS 8 y - REF FINISH PLAN58: ! SLEEPERS W/CONC. - SCHEDULE:': - .. SCHEDULE ... ... TOPPING SLABd NFILL WARM BOARD HVDRONIC ... ... ... .. ... .... .. ... .... .. .... ..... .. ... .. STRUCTURALSHEATHING .... _..�...._.,. _ .,_. WARM BOARD .. : IN-SLAB .. SHEATHING FLOOR SHEATHING ON DOCUMENTS ORAL .. :.. - RADIANT HEAT. :.. :.. F. _ .. LOOR IC . ... .. :. " rowland+broughton architecture urban design --------- -- A.-- .. ..... .. ... .. .. .. ... . .. TO ..... nesv 3377 b1 k 1 106 ..... .. REF:MEP�� � TO �eh�81811 a Eenver o0 80205 and STRUCTURAL SLAB TO .J S - OI O _ 970 54A.9006 v 303.308.1373 v AND REINFORCING .lt N T/`— -0. E� I f .. .. 9]0.544.3473f 303.308.13)5 Y COI•TCR `t REF:STRUCTURAL STRUCTURAL JOIST DOCUMENTSSTRUCTURAL JOIST• - .. ''- REF:STRUCTURAL - ''' •` •:...:` STRUCTURALJOIST. �. N � - .STRUCTURAL DOCUMENTS _ _ REF:STRUCTURAL DOCUMENTS � ' .. .. Y' _ - _ - '� '�'•�•' VAPOR BAR REINFORCED 1 DOCUMENTS .. .. d.. 1. ;. .. .. f VAPOR BARRIER GRACE FLORPRUFE' - ......' OR EQUAL. ... ... ... .. ..... .. ... .. .. .. ... .`. .. :: .... .. ... .. .. gineers and Builders.... .. REF' .::. - 4 '1)11)Wasl,nylon Avenue,Soils 100 ' CONTINUOUS 2'. RIGID INSULATION �•I eesan,Co Bueeb,WY' R-10 MIN. . SPRAY APPLIED LOOSE FILL'ACOUSTICAL - - ... POLYURETHANE FOAM INSULATION: ... .. .. .. ... . .. .. .. COMPACTED SUB GRADE INSULATION'-R30,MIN: REF:STRUCTRUAL — ... ... DOCUMENTS :•"..,. .. . ... _ ... __ _— ---_ — — — _— GWB ENT .. :.. :.. .. - :.. .. SIB G VJB.:' .. N" REF:RCP AN ..... .. .. .... .. ... ..... WOOD FINISH .. .. 'FINISH SCHEDULE. .. ..... .. ... WHERE INDICATED REF:SCHEDULE LEVEL BASEMENT FLOOR CONCRETE SLAB ON GRADE ..' LEVEL ONE FLOOR ASSEMBLY ... 3' LEVEL TWO FLOOR ASSEMBLY - - 4 ATTIC FLOOR ASSEMBLY - ..... . Issues8 Revisions: SCALE: 3^=1'-0° SCALE: 3"=V-0° .. A7.,2 SCALE. 7=1'-0° .. .2 SCALE: 3-.=1'-0-: .. .. INDIAN POINT;INC. . . ... .. ... .. .. 81NDIAN TRAIL ..... .. ..... .. ... ... OYSTER'HARBORS. .. OSTERVILLE,MASS.02655 ..... .. ... ::. ::. 2.6 WE DECK ..... ... ... ..... ... ... .. ... ... : ... ... .. .. T.O.DECKING h_. .. .. .. .. :.. :.. . STRUCTURALSUPPORT - - - " "' .. .. ... REF:STRUCTURAL DOCUMENTS ' .. ., .. :. :. PROJE TNO C t 21235 .. .. .. .. ... .. SHEET TITLE: MAIN HOUSE FLOOR . . ... ':.. SCALEr As in !. D-] EXTERIOR DECKS - IR A7,.2 SCALE „�_,.�. A7.1 .2 s ... .. .: :.. 2%61PE DECKING - .. :.. .. .. ... .. .. ... .. ... A KAN CEDAR SHINGLES V • ... .. MECHANICALLY FASTENED TPO. ... :. ..... ... .. ... ... .. TWO WAY 1.2 CEDAR OR.S. ... ... .. ... ..... ... „—� .. ;;� � .. SLOPE. : "' REF.ROOF PLAN O OR PVC ROOFING pRIPPED RS SETPRESUREIN FULL BED O WOOD PRESSURE TREATED LATTICE rowland+brougliton SLEEPERS SET IN FULL BED OF CONTINUOUS FULL COVERAGE SELF 8/diIIlandecture BIICI1/ou hton1 - : STRUCTURAL DECKING, : BITUTHENE LIQUID MEMBRANE E IO ADHERED SHEET UNDERLAYMENT SLOPE- REF:STRUCTURAL DOCUMENTS::' SLOPE-STRUTURE - 1/4':12"MIN ... .. ... .RIPPEDOR SISTERED SLOPPED ..... 114':12'MIN- - ... BITUTHENE 3000WATERPROOFING ... ..... .. - ... - .. ..... - - ..234 e,bspluns ave. 3377 blakest,106 SLEEPERS;. 0 : STRUCTURAL RAFTERS AND SHEATHING esp�coo 1611 tlenver3w 60205 REF:STRUCTURAL DOCUMENTS - 06.13]3v 3033081375f T. DECKING 1\11�1'\\L� `. \� t\� =R ... ..... .. ..... POLYURETHANE FOAMINSULATION .. .... B7 OS v 303 FULL bEPTH (MIN)SPRAY 9]0.544 3473 f - ---_ _ KL&A, Inc.: .. .. •,:., cj ;:.: .:... .. .. ..... .. .. _ -_ ..... .... ... Stru tural Engineers and Builders _ .. � 1, ,1.,• —— _ 1]t]WaaM1inglon Avenue Suile 1. ... . ... '' Gallen CobmGo a0401 I .. - .. P(3p3)3318910 F:(303)300 s315 . ... _ ... SLOPED STRUCTURAL DECKING' Loveland Baean,OG Buaab,WY - .... .... REF:STRUCTURAL DOCUMENTS .. .. STRUCTURAL ROOF FRAMING SLOPED TAPERED REF:STRUCTURAL DOCUMENTS - STRUCTURAL JOISTS REF STRUCTURAL ' FULL DEPTH R-30(MIN)SPRAY FULL DEPTH R-30(MIN)SPRAY POLVURETHANE.FOAM INSULATION - :.. .' : : :. POLYURETHANE FOAM INSULATION - - SW GYP.BOARD-IN ALL LOCATIONS 518"GWB - TERI (FOR FLAME SPREAD)' REF:RCP' AND FINISH SCHEDULE REF:RCP'S AND FINISH SCHEDULE; FOR FINISH - ... .. ... FOR FINISH ... ... ... ... .. ... .. ... REF:RCP's AND FINISH SCHEDULE ... : ... . ... .. .. FOR FINISH R-1" FLAT ROOF -"' -' ""' R-2 FLAT ROOF WITH DECK - R-3" "TYPICAL SLOPED ROOF WITH WOOD SHINGLES - - .". .... Issues a Rev derrs: A7.1.3 SCALE: 11 rz,=V-LY :.. :.. A7.1.3 SCALE: 112'.=V-17. A7.13, SCALE. 112"=1'-0' . "' . "' ' "' 12.03.2012 ISSUED FOR BUILDING PERMIT :.. : :.. INDIAN POINT, M. 8INDIAN TRAIL .... .. ..... ... .. ... .. OYSTER HARBORS. .. OSTERVILLE,MASS.02655 '. .. .. �. '. .. .. .. .. :' PROJECT NO: ... ... . 21235 ... ... ... ... - - : SHEET TITLE: MAIN ROOF . . ASSEMBLI _ - E. F z �G 7. 1 .3 e° ..... .. ... ..... .. ... ..... .. ... ..... .. ... .. ... ... ..... ... .... .. .. .. .. ... ..... .. ... .. :.. .. .. :.. .. :.DOOR SCHEDULE ... .. � NOTE.ALL GLASS IS TO BE WIND AND IMPACT RESISTANT . ... ..... .DOOR - ... DOOR ::. DOOR FRAME . DETAILS HARD' ... - ... SAFETY GLASS PER SECTION R301.21.2 LARGE MISSILE. - ::. - ... .. .. .. I :.MARK QTY. WIDTH HEIGHT THICKNESS TYPE :.TYPE HEAD .JAMB :. SILL WARE NOTES TEST,REFERENCE S0.1.1 FOR WIND LOADING. 1 .. 001 1 2.-8.. ... .6'-8'• 1314" SOLID WD.. WD ... ... 1 .. INTERIOR GLASS SHOWER DOORS TO COMPLY WITH ANSI • � �� � �� 003 1 Y-7 ... .6-8• 13/4" SOLID WD� �� WD .. CLOSET DOOR �� ... ,. :� �� - Z97.1 FOR SAFETY GLASS 004A .... 1. .. 7-8" 6•-8' ..13/4" ... SOLID WD WD ... .. ::. ... ... ... .. 004B. 1 .. 2'-6• 1..1. 1314 SOLID WD WD .. ..OD4C ..1 : 5'-0" 6•-8" 2' SOLID WD WD ... . BV.WINDOWMANUFACTURER ... . :.. : rowland+broughton .. :: OOSA :..1 :. 3'-0' s•-e" .1 3/4••:. soup wD vw .:. .. :. .: :.. :. -- ::. .. ::. :: .. - architecture and urban design archite ... ..0058 1 3'-0".. .. fi•-B° 1314" SOLID WD WO ..... .. ... ..... ... ..... .. ... .. .. .. ..... .. ... .... ... ... ..... ..234 e.ho0kine a- 3377 blake et.106 ..... .. • .. 00e 1 3-01' :8'-6' 1 314" SOLID WD .. WD :. - :. a o��1611 aenver,w 80205 :.. : 007 1 5'-0' -:.. 6'-8" 7' SOLID WD.. WO .. BVWINDOW MANUFACTURER - : - 3033081375f .. OD8 1 2'-6" .8'-8" 13/4" SOUDWD.. WD - .. ..'- ...- ::� � CLOSET DOOR- ::- .. :.. � .. .. .. ... .. ; .. 97 OB v 303 308.1373 v ... .. :. : ... ... 970.544 34T3 f .. . ... 009 ..... 1. ... 7-2 .6'-8" ...13/4" SOLID WD. ...WD .. ... ... ... ... :. 101A. 1 :. 3'-0' 6'-8" Z' .. GLAZED WD BY WINDOW MANUFACTURER ' : 101B .1 :3p 0" 6-8" Z.' GLAZED WD BY:WINODW MANUFACTURER ., 102 :.1 :: 2p 4" 6'-B' 1 3/4"::' SOLID WD WD '- .. .. � .. ,. � ... :.� ::. ..103A' 1 51-0" T.6" 2 SOLIDWD WD ... ... BY WINDOW MANUFACTURER,MATCH HEAD HEIGHT.OFADJACENT WINDOW - KL AT Inc . '' � ''' - � - 'Structural Eng veers and euiltlers' :. 103B 1 2•-10' :6'-6' 1314" SOLID WD :. WD .. .1717-inglon Avenue,a-ibg 103C 1 7-10' ;6'-8" 13/4" SOLID WD.. WD - Goaen,cob,atlo 00401 '104A 1 Y--10" :6'-8" 1 3/4" SOLID WD. WD ...104E .... 1. 7-"10" '8•-8"' ...13/4" ... SOLID WD. .. WD .. .. .. .. .. ... ... .. .. .. . ... ... Gonen LweaM Besan.co Bulfaa.Nn ... 105A. 1 :. 3'-0' 6-8" 7' :. GLAZED WD ;, BV WINDOW MANUFACTURER � ' :.. 105B :.1 3•-0' 6'-61 .1 3/4 :SOLID WD WD .. : .... ... .. ... 105C.. _1 3'-0" 6'-8" :1314"::' SOLID WD WD ... .. ... ... ... .. . ... 106A' '1 .. '5'-0' 8'-8" 2 GLAZED WD . . ... ... BY WINDOW MANUFACTURER ... ... .. ... .. ... .. . 1068 i 3'-0' ,6'-B" 13/4" SOLID WD WD .. '106C 1 2-6•, .. .S,-8�' 13/4" SOLID WD WD .. .. � .. .. ... .. ... MA ... ... ... ... ... ... ... ... . . .. ...107A 1 4'-0° .. '6+6" 7' GLAZED ...WD .. .. ... BY WINDOW MANUFACTURER .. ... .. .. .. ... ... ... .. . .. ... .. .. ... .. ... .. ... .. .. .. .. .. ... . ...1078 1 4'-0° '6'-6'' 7 GLAZED. ...WD .. BY WINDOW MANUFACTURER 108A 1 2'-6" 6'-8" 13/4"' SOLID WD WD 108E 1 '2'-6" 7'-0' -1111 GLASS NONE GLASS SHOWER ENCLOSURE' - -' ... .. .. ... 109A.. 1 ... 2'-6. 6.-8.. ..2 ... GLAZED WD .. ..-. ... .. .-. ... .. ... .. .. ... .. : � .. .. .. 109B 7-6" 6'-8' 7 GLAZED WD "' - BY WINDOW MANUFACTURER 110A 1 2'-4" '6'-8" 13/4" SOLID WD WD '110E 1 5-0" 6' " •-8 2 GLAZED WD BY WI N DOW MANUFACTURER ... ... .. .' .. ... 111 1 3'-0' .6-8' 13/4" SOLID WD ...WD .. .. .. ... .. ... .. .. .. .. ... � .. .. 117A 1 3'-d' �6'-8"� 7 SOLID WD Y� �' WD � � �� � EXISTING FRONT DOOR,SIDELITES AND ENTRY CANOPY BE PRESERVED AND REUSED ..... ... .. .. ..... .. ... ..... ..... ... ..... B .... .. ... 1128 1 � 2'-7' 6'-8" 13/4"� SOLID WD WD CLOSET DOOR Issues Revisions' 112C - 1 2•-7' 6'-8" 13/4 SOLID WD WD CLOSET DOOR - .. :.. 112D.. 1 ... 7-7' 6'-8" .13/4"... SOUDWD WD .. .. ...CLOSET DOOR .. ... .. .. ... .. :. .. - .. 11.08.2012 ISSUED FOR PRELIMINARY - PRICING ... 113. .1 ... 2'-4" 6'-8' 13/4"... .SOLID WD WD .. ... ... ... :. :. ... 114A 1 3'-0. .6._8.. 13/4" SOLID WD WD ... .. .... .. ... ... .... .. ... ... .. .. .. 114E 1 3'-0" .6-B" 114" SOLID WD WD .. .. :. .. .. .. ... 114C 1 3'-0" 6'-8 13/4" SOLID WD -WD BV WINDOW MANUFACTURER 115B 1 1.-1. 6'-8" 7' � GLAZED WD BY WINDOW MANUFACTURER 7' GLAZED WID BYWINDOWMANUFACTURER .. : .... � 115C 1 .5'-6' 8' 8" .. BY WINDOW MANUFACTURER ... .. ... .. 1168. 1 3'-0" 6-8- 2" GLAZED WIND BY WINDOW MANUFACTURER 116C i 5'-6" �6-8" 7' SCREEN ONLY WD BY WINDOW MANUFACTURER 116D 1 5'-6' .. .6'-8" 7' SCREEN ONLY WD .. BY WINDOW MANUFACTURER ' ... :..200A 1 7-8 " .: :6-8"- 13/d"/4" SOLI SOLID WD ...WD ... .: :.. .: :.. :.. ...200B 1 2'-C" : : .5'-0' 13OVID : IND :-: ::. CLOSET DOOR ..... .. ... 200C ... - 1. 2'-6" 6' 8" ...7' SOLID WD WD ... ..BY WINDOW MANUFACTURER.... - ... .... - ..... ... .... .. ... ..... .. .. ..... . .. 201A .. i .2'-8" 6'-8" 13/4":' .SOLID WD WD .. .. :' .. :.. 201B.. :-1 :.. '7-6" 6'-6' .:Z., :.. .'SOLID WD VVD - - - - ... .. ..-. .. ..BV WINDOW MANUFACTURER. ::. 201C. : :1 ::. .4'-0" 6'-Ir :1314"::. .SOLID WO WD.. ::. CLOSET DOOR ... ::. ... ... .. ... .. .. ..... ...202A 1 2'-6". .. .. 6'-8" 13/4" SOLID WD WD .... .. ... ..... .. ... ..... ... ..... .. ... ..... .. ... ... .. .. ..... .... .. .... .. 202E 1 2'-9' .. 7.Up M. GLASS. NONE - GLASS.SHOWER ENCLOSURE .. :..203A 1 7-6" :6'-8".' 13/4" SOLID WD': 203E 1 7-6' :7'-0' 3/e" GLASS': ::.NONE "' GLASS SHOWER ENCLOSURE - ... ... ... ...... .. ... ..... .. ... 204A ...., 1..... 2-- 6'-6' ..13/4".... SOLID WD WD .. ... ... .. ... ..... .. ..... .. ..... .. ... ..... .. ... .... ..... .. .... ..... .. .. 204B'. .. 1 S'-0' 6'-8" .1 3/4":' .SOLID WD WD CLOSET DOOR .. .. .. :.. 205A.. .:'1 :.. 'Y-8" 6'-8" .13/4°:. 'SOLID WD WD ... ... .. .. .. 2058. :':1 ::. 2'-6" 6--T' 13/4°::. SOLID WD WD ::.CLOSET DOOR ..... ...207 1 2•-4...... .. fi•=8" 13/4" SOLID WD ..WD ..... .. ... ..... .. ... ... .... ... .. ..... .. 2DSA 1 Z-6' '6'-Er'. 13/4" SOLID WD WD 208E 1 774" -7'-01- 3W GLASS'- NONE GLASS SHOWER ENCLOSURE -' 209A 1 2'-6" '6'-8" 1 3/4° SOLID WD' VVD ..... ... 209B .... 1. 2'-4. 7'-0" ....3ffl.. ... GLASS NONE .. .. .. .. ..GLASS SHOWER ENCLOSURE..... .. ... ..... .. ... .. ..... .. ... ..... ... ..... .... .. ... ... .. 210A' 1 '- 2'-✓I° 6-8" 13/4"" SOLID WD WD .. :.. 210E 1 7 6" 6'-W 2 .SOLID WD NA ... :.. BY WINDOW MANUFACTURER .: :.. :.. .. 210C "1 " 7-7' 6'-8' 13/4"" SOLID WD WD . .. .. CLOSET DOOR .. .. ... .. .... ..211A. 1 2.-It'.... .. e',8" 13/4".. .SOLID NO NO ... ... ..... .. ... .... .. ... ..... ... .... .. ... ..... .. ... ..... .. .. ... .. 211E 1 2'-2' 1 '6'-8" 13/4" SOLID WD WD - CLOSETDOOR ... 212A 1 Z-6" ... '6'-8"' 1314" SOLID WD" WD ... ... ... ... .. 212E 1 2'-6" "' 7'-Cr 3/8" GLASS" WD GLASS SHOWER ENCLOSURE ..... .. ... 213A ..... 1. ... 2'-6.. 6.-8.. ...1314'• ... SOLID WD WD .. .. .. ... ..... .. ..... .. ..... .... ..... .. 213B 1 2'-6' 6'-8" 13fe-+ SOLID WD WD - 213C 9'-0' 6'-8" 13I6" SOLID WD WD - INDIAN POINT,INC. ... .. 213D ...1 .. 7-6" 6'-8" 13/4".. SOLID VUD WD .. .. .. ... .. ... .. .. .. :. .. ..... ..213E 1 2'-1-., .. 6'-8" 13/4" SOLID WD .. VUD ..... .. ... .... ... ..... .. ... ..... .... 214A 1 2'-8" 6'-8' 1314" SOLID WD VA) 214E 1 7-6' 6-8" 13/4' SOLIDWDL WD - CLOSET DOOR - 215 1 7-6" ... .6-8" 1 3/4" SOLID WD. .. WD - .: .. .: :.. :.. .. :.. .. 8INDIAN TRAIL ..... .. ... 216A ..... 1. .. 2'-1" 6'-6" ...13/4" ... SOLID WD WD .. ... _ .. ... ..... ... ..... .. ... ,.: ... ..... .. ... ..... .. ... ..... .. .. OYSTER HARBORS_ 2163- 1 51-0" 6'-8' 13/4 SOLID WD WD aoSETDOOR OSTERVILLE,MASS.02655 W 21717-6' 6-8, 13/4SOLID WO WD 222 ...1 .. 7-6" 6'-a" 13/4".. SOLID WD D ... ... ... .. ... .. .. .. .. ...230A 1 3'_0".... .. 6-9- 13/4" SOLID WD .. ..WD ..... .. ... ... .. ... ..... .. ..... .. ... ..... .. ... ... 230E 1 3'-0' 6-B" 2 GLAZED WD BY WINDOW MANUFACTURER .. .. - .. 231A 1 3'-6' � ... 6-B' 13/4' SOLID WD.. WD + POCKET DOOR. .. ... � ... ... �� POCKET DOOR .. ��� � � ... ..231A 1 - 3'-6" ... .6'-8" 13/4" SOLID WD' �� WD ... .. .. ..... .. ... 231E ..... 1. ... 3'-0' 64-8" ....2'. ... GLAZED WD ... ..... .. ... ... .. ... ..... .. ... .... ... ..... .. ... ..BY WINDOW MANUFACTURER..... ..... .. ... 231C. 1 6-B" 2 SOLID WD WD .. .. BY WINDOW MANUFACTURER .. .. ., 233 ..1 :3'-0' 6'-S" -1 3/4": :SOLID WO WD ... .. :.. 235A.. .. .. ... :. .. .. :.. .. .. .. ".1 2'-8" 6'-8" ;1 3/4"::' SOLID WD WD ... .. ... .. �SS ... .. 6'-It" 1 3/4'•... .SOLID WD .. ...WD � .... .. .. :. 235C 1 2'-4' :6.,.. 1314" SOLID WID :. WD .. .. ��� : : GLASSSHOWER ENCLOSURE � � -:.. ... .: -... 235D 1 7-4" :.. :7'-0°: 3/8' GLASS:.. NONE ... 235E t 2'-8.. ::.' :6'-8' 13/4" SOLID WD.' ::.WD ... .. .. ... .. .. ... .. .. .. .. ..... ... 301 ..... 1. ... 2'-6' 1'-05I8" ...I SOLID WD. WD . ... ... ... ..... .. ... ..... .. ... ..... ... ... ... � ��� ..VNDOWS WALK ACCESS HATCH... PROJECT SHEET TITLE: _ . MAIN HOUSE - DOOR SCHEDULES. 1 ... ... ... ... -... ' SCALE: ; 5 .. ... .. ... .. .. :.. .. ... .. .. ... - -------- g A8.1 .1 sq q ..wti..."., ., _ _ . .... .. ... . . . WINDOW SCHEDULE NOTE: TO VIAND IMPACT RESISTANT SAFETY GLASS RTI RMISSILE NET ;. TEST,REFERENCE S0.1.1 FOR WIND LOADING. I 'FRAME FRAME - � :_ - �--� � :,� :. (U)HEAT SOLAR HEAT .. TYPE WINDOW :.SIZE ;SIZE MANUFAC :.. DETAILS DETAILS DETAILS ACCESSO :HEAD TRANSFER GAIN SILL CLEAR - MARK MARK :WIDTH HEIGHT TURER ::OPERATION HEAD :JAMB: SILL RY GROUP :HEIGHT- COEFFICIENT COEFFICIENT HEIGHT EGRESS OPENING . .. .. ... ... ... i ... .. AA 1 87 1 5'-9" 1 3" IEXISTING FIXEDTRANSOM " T-712 0.3500 - 0,34 7'-412 No' 0.0 SF Panofeziseng rowland+Broughton .. BB 192 4'-6' 6'-10'"Kolb.BKolbe SCREEN ONLY ". ". ... .. 6'-10 ... .. 0' ... No' ... .. .. .. architecture and urban design ... ... .... .. ... Be 194 .. 4'-G'.. 6'-10' Kolbe 8 Kolbe SCREEN ONLY.. .... ..6'-10'" - ... .. .. ... ... .. ' "" �- 0' No "" -� " � � ��� � � � - �234 e.hapbns ova. 3377 Blake at,106 C 03 2'-0' 3'-2' Kolbe B Kolbe DOUBLE HUNG -7'-2' 0.3500 0,34 4'-0.' No 3.2 SF aspen SOW 1, tle303,co 1373, , 970 549 9006 v � 303,08 1373 v " 970 544 3473/ 303 308.1375 f ' C 04 ��2'-0' 3'-7 Kolbe BKolba DOUBLE HUNG �� �" �"�7'-2 0.3500 0.34 �"� �� 4'-0' No 3.2 SF � � ... .. ... .. .. .. .. ' ::. .. 7'-2' 0.3500 3.2 SF ... .. ... ... ... C.. .. 05 2'-0' 3'-2'...Kolbe&Kolbe DOUBLE HUNG ... .. .. .... .. .. 0,34 4'-p .... No... .. ... .... .. .. .. ... .. C 06 2'-0' 3'-2' Kolbe B Kolbe DOUBLE HUNG T-2" 0.34 d'-0'. No 3.2 SF "C- 07 2' 0' 3'-7 Kolbe 8 Kolbe DOUBLE HUNG 7-7 0.3500 - 0.34 4'-0• No 3.25E .. C OB 2' 0' 3'-2" Kolbe&Kolbe DOUBLE HUNG ... .. 7-7 0.3500 p34 q'-p No. 3.25E KLA Inc . ... C 09. 2_0'.. 3'-7' Kolbe&Kolbe DOUBLE HUNG.. ... ... .. 7--7'.. 0.3500 0.34 .... 4'-0' No 3.25E .. - - .. '' '' 'Structural Engineers antl Builders' 7 . .... .:. :. 1717 wa,r,Igton A--,sano 100 CC 195 ..5'-6' 6'-10' Ko1ba8Kalbe SCREEN ONLY 10" p•, No - Goben,Cobredo e0001 CC 196 ��5'-8': 6'-10 Kolbe BKalbe SCREEN ONLY ... .. �� 6'-10" ... .. p^ No ... .. ... .. -' - L-na313849910 F:(303)3e49915 Goben Lovebn0• BaeaO,CO•BNleb,WY .. ... ..CC 197 5'-6 6'--10'..Kolbe&.Kolbe SCREEN ONLY .. .. .... .. ... 6'-10" - .. 0' .... No... .... .. .. .. .. :. 3 .. .. .. .. .. - ':.. -.D. : .11 2'-0" 3'-8" :KoIbeB Kolbe DOUBLE HUNG :.. : 6-8° 0.3500 :.. 034 3'-0' No 3.75E - . .. ... ::D 12 2'-0' 3'-8"::Kolbe BKalbe DOUBLE HUNG - :: .. :: - :. .. 0' 3.7 SF ... ... .. .. 8'-B" 0.3500 ... 0 34 3'- . .. 8':8".. 0. -- 034 3'-0' No.. .3.7.SF.. .. ... ::. ... .. ... D 13 2'-0'.. 3'-8' KoIbeB Kolbe DOUBLE HUNG.. ... ... - :, D 14. 2'-0' 3'-B" "Ibe B Kolbe DOUBLE HUNG :. 6-8' 3.75E D 88 :.2'-0" 3'-8" KoIbeB Kolbe DOUBLE HUNG :.6-8" 0.3500 0.34 3'-0' No 3.7.SF. .. .. ... 5 .. .. ... .. .. ... .. ... .. .. . ... .. .. .. .. .. .. ...DD.. 15 4'-6 d'-6'...Kolbe 8.Kalbe OPERABLE PIVOT ROUND ... 8'-1 1? 0.3500... .. 0.39 1'=]12... .Ves.. 20.3 SF - Operable.PivaL The minimum net ileer opening - .. .. .... .. dimensions shall be 20 inches by 24 nches in eimer dimcbn. E 39 4'-11T 6'-10' Kalba&Kolbe FIXED - 6'-10' 0.3500 0.34 0' No 13.7 SF E 40 4'-0" 6'-10" Kolbe&Kolbe FIXED 6'-1a, 0.3500 0.34 0" No 13,7 SF .. 7.5.SF .. .. ... ... :.. .' F 16.. 2'-0'. T-6- Kolbe&Kolbe CASEMENT.. .. .. 7'-8'. 0.3500 0.34- .. ... p• No .. .. ... ... :.. - .. :.. .:': - FF 10 3'-2' 3'-2' Kolbe&Kolbe FIXED ROUND 8'-212' 0.3500 034 5'-012' No OO SF - -- -" Issues8 Revisions'. - 1 .. :. .. .. :.. .:G 18 2'-6' 3'-8".:Kolbe BKalbe DOUBLE HUNG :.. .. :.. 6'-8' 0.3500 .034 3'-0'.. .: No.. 4.6 SF :.. .. - 11,08,2012 ISSUED FOR PRELIMINARY .. :-G 19 2'-6" 3'-8 Kolbe&.Kolbe DOUBLE HUNG ::. ::. 6' 8" 0.3500 ::. 0.34 3'-0'" No:. .. ... CI ... .PRI NG . -... .. 2 --.. .... ... .... .. ... .. - ... . .... ...... . .... .. ... .... .. ... .... .. ... ... GG 17 4'-0` . 4'-2" Kolb,&Kolbe DOUBLE CASEMENT 7'-'4' 3'-7 No 8.3.SF .. .. .. 5'-6' Kailas B Kolbe DOUBLE HUNG. ::. :':8'-0". 0.3500 0,34, :. 2'-6" No 8,9SF ... ... ... ... .. ... ::. H 20 ':2' 6'. ... .. .. ... .. ... . .... .. ... ...'H.. .. 21 2'-6' 5'-6, Kolbe&'Kolbe DOUBLE HUNG .... .. ... .... .. ... 8'-0' 0.3500"' .. ... 0.34 2'-6" .... 'No"' 6.9 SF .... ... .... .. ... - .... .. ... .... .. ... ... .. .. ..H .22 2'-6' S'-6'..Kolbe&Kolbe DOUBLE HUNG .. 8'-0' 0.3500 0.34 2'-6" .. No 6.9 SF - . .. ... .:H: .23 2'-6" 5'-6".:Kolbe&,Kolbe DOUBLE HUNG "" :.. .' 8'-0' 0.3500.:': .. ..;.. .0.34 2'-fi".. .:".Ves. .' 6.9 SF ... ... ... .. ... ... .. ..M 24 2'-6" 51-6'..Kolbe B Kolbe DOUBLE HUNG .. .. .. ::. 6'-0' 0.3500 ::. 0,34 2'-&- No:, 6.9 SF ... .. ... .. ... ... ... ... ... . .... .. ... H 25- .. 2'-6" 5'-6' Kolbe B Kolbe DOUBLE HUNG.. .. a,.cr 0.3500 0,34 .. .. 2-6" Yes -6.9 SF' - .... .. ... .... ... .... - .... .. ... - .... .. ... .. H 26' 2'-6" 5'-6' Kolbe B Kolbe DOUBLE HUNG 8'-0" 0.3500 0.34. .. 2'-6' No 6.9 SF H 27.. :'2'-6:. 5'-6" KoIbeB Kolbe DOUBLE HUNG. T-6" 0.3500 0.34 2'=0" Yes .. 6.9 SR H 28 ':7-67 5'-6' Kolbe B Kolbe DOUBLE HUNG ;:. :':6'-1 0.3500 0.34, " ... ::. 1'-3�� No 6.9'SF ... .. .. .. .. ... .. ... .... .. ... ...H., 29 2'-6' 5'-6"'Kolbe 1,%lb, DOUBLE HUNG .. .. 6'-9' 0.3500 0.34 V-3" .... No... 6.9 SF ... .. .. - .. .. - ... „H 30 2'-8" 5'-8" KoIbeB Kolbe DOUBLE HUNG 6'-9' 0.3500 0.34 1'-3" No fi.9SF ... :H. 31 2'-6' S'-6'' ..:KoIbeB Kolbe DOUBLE HUNG 6'-9° 0.3500 ; 0.34 1'-3" ,:':No", 6.9 SF H 32 2'-8' S'-6';'Kolba8l(olbe DOUBLE HUNG "' " 8'-0' 0.3500"" 0.34 2'-6 No:, 6.98E .... .. ... H 33. .. 2"-8"' S'-8" Kolbe DOUBLE HUNG.. ... ... .. 6"-91 0.3500 034 1'-3' No '6.9 SF' - - .... .. - .. - ... - .... .. ... - 14 .. .. - - .. .. J 34 "7-6' - 6'-P Kolbe&Kolbe DOUBLE HUNG "8'-0 0.3500 0.39 "" 2'=0' No 7.5SF ... J 35 "7-6' 6'-0' Kolbe BKalbe DOUBLE HUNG .:. .. "'8'-0' 0.3500 0.39 ... .. 2'-0' No 7.5'SF .. ... .. ... .. .. . .. .. ... J.. .. 36 2•-6 6'-0""'KOIDe&Kolbe DOUBLEHUNG - .... .. ... .... .. ... 8'-0' 0.3500... .. ... 0.39 2'.IT .... No... 7.5 SF - ... .. ... .... ... - .. .. ... .... . :. 3 .. .. .. .. .. .. :. :. :. :. :. .. .. 'K' 37 3'-0' 3'-8" 'K01be&Kolbe DOUBLE HUNG - - 8'-8' 0.3500 --' 0.3d 3'-0' No � 5.55E 3'-0' 3'-8' Kolbe&Kolbe DOUBLE HUNG "' 6'-8" 03500 - 0.34 L 41- T-0' 4'-6' Kolbe&Kolbe DOUBLE HUNG " 7'-6' 0.3500 0.36 3'-0' No 6.8 SF L 42 -3'-a, 4'-6' Kolbe B Kolbe DOUBLE HUNG 7'-6 0.3500 0.36 " 3'-0' No 6.8SF - '� L 43 �3'-0' 4'-6' Kolbe&Kolbe DOUBLE HUNG � � �� "��7'-6" 0.3500 0.36 �" " 3'-0" No 6.8SF . .. L dd 3'-0' 4'-6'. .Kolbe BKOIbe DOUBLE HUNG .. .. .. 7'-6' 0.3500 .. 0.36 3'-0'- .... No�� 68$F .. .. .. ... .. .. .. ... .... .. ... :. q .. .. .. .. .. .. :. :. .. .. M � �45 3'-4" 5'-6" �KolbeB Kolbe DOUBLE HUNG � � ��� � � 8'-0' 0.3500 ��� � 0.34 2'-6' �� No � 9.25E M 46 3'-4" 5- 6- KoIbeB Kolbe DOUBLE HUNG - 8'-0" 0.3500 0.34 2'-6" No 9.2 SF " M 47 � � 3'-4' 5'-C Kolbe 8 Kolbe DOUBLE HUNG� �� 8'-0'�� 0.3500 0.34 �� �� 2'-fi" No � �9.2 SF � :. .. .. .. ..6'-10' ... 0��, No 27.3 SF ... :. MM 84 ��4'-0' 6'-10' Kolbe 8 Kolbe SCREEN ONLY � ... . 27.35E MM 85 ��4'-0' 6'-10" Kolbe BKalbe SCREEN ONLY .-. .. 6'-10' .- . ... ...MM 86 4--0' 6.-IT Kolbe B Kolbe SCREEN ONLY - ... .... .. 6'-10' .. .. 0' .... N. ... - ... ... ... ... . .. 27.35E .. .. .. .N. d8 3'-B" 8'-4" .KoIbeB Kolbe FIXED PICTURE - ... 7'-10' 0.3500 034 1'-6' No 11.65E ... ... No. 11.6SF ::. .. INDIAN POINT, INC ... .. .-N 49 3'-8' 6'-4'..Kolbe BKalbe FIXED PICTURE .. 7'-10' 03500 �� 0.34 1'-6 P 50. 4'-0 7'-6' Kolbe&Kolba DOUBLE CASEMENT :. 7'-6' 0.3500 0.39 0": No - 15.0 SF ... :.. ... ' :.. P 51 :.4'-0' : 7'-6 Kolbe BKalbe DOUBLE CASEMENT ... - :.7'-6' 0.3500 0.34 -" - .- 2 .. .. .. ..8 INDIAN TRAIL .. . .. 0.. 52 4'-9' - 6'-6'...Kolbe&.Kolbe DOUBLE HUNG - ... ... .. ... 0.34' ... 1'-0'. .... .No... 14.6 SF .. ... .. - ... .. .... .. .. OYSTER HARBORS. - ... ... ... .. O 53 4'-6' 6'-6' Kolbe BKalbe DOUBLE HUNG :. T-6' 0.3500 :. 0.34 r-a'. No. 146SF :. :. :. OSTERVILLE,MASS.02655 5'-6" 6'-4" :Kolbe BKalbe FIXED PICTURE T' 10' 0.3500 :. 0.34 V-6- No: 17dSF - :. 5 55. 2'-7' 3'-1112' Kolbe&Kolbe DOUBLE HUNG 6'-8314° 0.3500 0.34 8314" 03500 0.34' :.. 2'=91/4' No S.1;SF. S 56- :.2'-T 3'-1112' Kolbe B Kolbe DOUBLE HUNG -6'- - S 57'- :-2'-T," 3'.1112' KoIbeB Kolbe DOUBLE HUNG' "6'= " -'.. 8314" 0.35M 0.34' .. 2'-91/4" No S.i;SF ::. .. :.. .. . Kolbe DOUBLE HUNG .. .. ... .... .. 6'-83/4" 0.3500... .. 0.34' .. 2'-91/4:',.. .Yes.. 5.7 SF ... - ... ... .. - ... .... .. ... ... ... . :. S 59 2'-7" V-1112• Kolbe&Kolbe DOUBLE HUNG 6'-83/d' 03500 : 0.34 2'-91/4' No, 5.1SF - .5 .. .. .. .. ... .. ::T' 60 3'-4/2' 6'-51/4":Kolbe&'Kolbe DOUBLE MUNG .. ... 7'-51/4" .0.34 ,•-0" No 10.9 SF ... .. . ... ... T '61, .. 3'-61? 6'-51/4' Kolbe&'Kolbe DOUBLE MUNG.. - ... .. ... ... - ... ... ... . 7'-51/4', 0.3500 0.34 .. 1'-0'. No" _10.9 SF ... .. ... . T 62 3'-412" 6'-51/4' KOIbeBKolbe DOUBLE HUNG ;, 7'-51/4" 0.3500 0.34 ;. i'-0' No 10.9 SF T 63 ;3'-412' 6'-51/4" Kolbe B Kolbe DOUBLE HUNG - . ';7' No 10.9 SF .. .. .. - T 64' "3'=412" V-51/4' Kolbe Kolbe DOUBLE HUNG- - . .. ... "'7"51/4" - 0.3500 0.34' No 1095E ... .. . . .. .. ... ... - .... ... .. .... ... .. .. . :. U.. 65 2'-6' 4'-7' Ko10e8Kolbe DOUBLE HUNG 7'-B" 0.3500 .. 0.34 3'-C No... 5.25E . "U '66 2'-T 4'-7'..KOIbe B Kolbe DOUBLE HUNG .. 7'-6 0.3500 0.34 3'-8" .. Yes 5.2 SF .. .. .. .. PROJECT NO. : : - .. .. .. 27235 7'-6 0.3500 -0.34 3'-6" Ves' S.2 SF ... .. ... .. ... .�. ... U : M 2.-6.. 0'-7' Kolbe&Kolbe DOUBLE HUNG .. .-. ... 7'-8" 0.3500 : :.. 0.34 g'-6' Na;. 5.25E ... ... .... .. ... ... ... .... .. ... ... be BKalbe DOUBLE HUNG � 7'-8" 0.3500 0.34 3'-6" No 5.2 SF '6-33/4° 0.3500 0.34' Yes " 4B SF ... '.: . ' • V 70" 2'-T' 3'-83/4" Kolbe&Kolbe DOUBLE HUNG' - � � � � �' 7-T .. .. . V 71 '2'-T'' 3'_S.. Kolbe BKalbe DOUBLE HUNG' "' 6'-33/4" 0.3500 0.34' 2-T Vea 4,B SF "' SHEET TITLE: W 72 7-0 10 T-612" Kolbe&Kolbe DOU8LE HUNG 8'-212' 0.3500 0.34 2'-8' - No 3.65E - 2 MAIN HOUSE _ _ WINDOW. . ... X 73 2'-672 3'-672' Kolbe&Kolbe DOUBLE HUNG ... ... 6'-212" 0.3500 - ... 04fi 2'-8". Na. ... ... ... ... .. ... ES ... . • X 74 7-672' 3-672' Kolbe&Kolbe DOUBLE HUNG O.d6 2'-8' No SCHEDULES .... .. . .... .. ... X 75- 7-612' 3'-6117 Kolbe B Kolbe DOUBLE HUNG .. 6-212' 0.3500 2 B 4.5 SF a ... 3 - ssF - .. .. .. SCALE.. 6' 212' 0.3500 0.46 No q V 76- 7-71/4' 3'-77 72' Kolbe B Kolbe DOUBLE HUNG - 2'-8" . 6'-712' 0.3500 0.34 No 5.25E .. ... .'. ... - Y T7 2-71/4" 3--11 Irr Kolbe B Kolbe DOUBLE HUNG F. 2 .. 6'-712- 0.3500 0.34 2'-e' No 5.2 SF Z - 78 7-37/4" 3'-9"" Kolbe BKOIbe DOUBLE HUNG p34 2'-7314 -No. A8.1 .2 . �p 6'-43/4" 0.3500 4.3 SF Z 79 7-31/4' 3'-9° Kolbe B Kolbe DOUBLE HUNG 2'-73/4' .. ... > .... .. 2 6'-4 314" 0.3500 0.34 No.. 4.3 SF ... .... ... .... PROJECT DEsczpnom a eaaamt.bamaem s.ropr a.e mer Nedra��fD�'^r�'• .Non Naand.m w N+t6 woad d 114 d e.m,Ave re Lz w f ch a l Loeb.4N.ps.L4) dlmml/emla6r-maw N+✓toew m6boaoa r ` � f }' � 1. 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Liver WALL EDGE 'OPTIONAL THREAOm OR SOUP BLOCKINGTO TYPE DIAMETER IINCNIESS INSTANCE . - CNTPUR NUT To ACCOROINS DEVUOPE FULL FRAYOM.'COYNTION STROO OF Roo HOIOOWM ElO3ED0m 5/11' B' 6 M • 2 J/I' L,y1x Or L(4e,, I - EDULE ANCHOR SCHEDULE C C RE:SLNENRE L 1• 24' 10 J, - Im10WF'R iE BOUM61Rr CML A RE SCE 5/e' 6• W J' 'a 16° AOIESRF - _ - ANCHOR /• N/A 9 NT y6 ONAL E FOUNDATIONSNEAR WAILAeOVE BOOR JOISTS EOIINOA770N-SP/AR WV/ABOVF FOLINOATION UPPER FlDOR-SHEIR WALL ABOVE ANO BELOW I�SIIZ IN: . - 11.08.2012 ISSUED FOR PRELMNARY PRICING .. 2 TYPICAL SHEAR WALL HOEDOWNS 12.03.2012 1YTS ISSUED FOR BUILDING PERMIT . - RevieLNef: SHEAR WALL SCHEDULE FRAAM TIE TYPE AMID AN PT SU LAGWNT DIEN MALL MAX"K - - . TM AND SPACING AM YEINEM AT SPACOMG N PLATE SUE AT C SIZE ANO SEC/IDM A-A SECTON/B-B Sm770N C-C SmiNN D-D Sm1A'IN E-E CAPACITY PANEL EDOES VERTICAL ELNO' FEED(ANAr FOUNDATION SPACM . - NI01NG TROY!DIES) WALLS Id'd IC ROOF EDGE . _ MARLING - • n00R full NECNT . SHEATWNG FULL HEAS G . Y SUCIE 2A STUD O1W AT SILL EDGE MANRK; . - SUIPSM AJ5 SIDEm4fi O OPr SILL G SIDE OF EDGE MA6YNG _ 400 PLF BO OIbC S MCLE 2y Bd 012'OC SEE NOTE 6 SNMSOR LT➢I J0N! PI 5AL MIE �N�F� - - W16'0C MT h RE yyRS SNFATHNG EDGE NABNG- . EDGE SCFEDIAE JOINT AT TOP . - I EDGSIDE�FACH BLWKM RE GIN NOTES or TOP PL1W LAW CAGE . FOR ANCHOR CUP. BOLT CLIP, AE_-FM RE:ills SC EDUIE . I W.A' ROOF EDGE MULANG FLOOR wa (2)2r GLUED AND . SUGORED SIEAry01G = TERMED IAONG. DXX NONG AT EDGE NwDa: w O SINGLE h P! (OR SINGLE JAI G SIDE OF Mt.MTE(S) r.o�,w..ai...W ear,w..7eaem.ar. EDGE XQUAIG MMLE z, SILL SPA" OF . eaB Rf IDY.317C mKDR J f0d 01210C Jr Pr WRbCAiS n� ,IDwr PT SRL MTE TyP - (SOC AB.C) S&L M7 S SCIED&£ SHFATNI6 EDGE MMUW . T TOP EDGE NAILING EACH Bt==EDGE REFOR IlrEs OF FOP jaw AMTE uwr CAGE s `�µG «p. REHOR "n INDIAN POINT,INC ' RE no SCHEDULE SCMEDUUF EDGE 01UNG AT ROOF EDGE JAam SOLE PLATE 1604' (2)21 NlED AND EDP ,TWO ROWS GF - 8 INDIAN TRAIL XULED MOD SOW 2,Pr SWYSOM A15 (OR J.) � MILE(��4 WOE� BLOCOAVG OYSTER HARBORS . (SVC AB,C) too HS'OC DOUBIE 2N IOd nI., SILL. MEd IIbC SIDE OF amEDGE MWW AT OSTERVILLE,MASS.02655 MVnCAL ro f.ALHM SWIpE Jr mµIMU. S�J:PT I SOPSON LTP5 STA Nm SILL PLATE ZUC AT DOUBLE JOINT A/ I' . ROOD RAFTER,TIP E 77� TOP SILL W WITH /D f m� M 2r OR Jr Pr SOL MW OF rOP PLATE EDGE I/DlNC FA SUM NDCNOC 1 T/WALL M sartatG ON I SIDE or AMO, DLo KM yy EDCFCI�E - SEE Of WNl - DOUNE h TOP RAM BOTHSLOFS �M WALL RE:GO NOTES (,I tFGHr CIGEr�� - Cm ALL SMEAR WALLSF:: J {' G. E V' 4 OF PLATE EXTlID 91FAT/N6 TOP FOR ANCHOR FF no RE INS _ BOLT SCHEDULE SCHEDULERE.SCIEDUIf S . N/A N/A N/A N/ MIA M A A(/A N/A �SMPSN LITERATURE RE SIMPSN LITERATURE NIA - M LOGE T 3 GE BLOCIDNC a IIPCII STUD SSW#I t o MUNFWD.G N RE:SCINDUL£ A` . BOIR01R1'SfiIDs MALL SHEITLN6 O . . N/A f(IA NIA N/A W/A. MIA AVA RC SMPSOY LITERATURE N/A N/A MANIC AT PANEL EDGY$ - S1132110 RE SC/EDIAE UGQW CA CLP, 2M IBS PRQLECT NO, [l'IOD SWATTONG 10 ReSCIffDULE E0260 BOTTOM OF SILL PLATE S! DING FILE: T/ow �� �� �� „ MIL MBlC JOINT AT IDP A C u �� D of NALL M/E NUR NIA NIA NIA VA /(/A N/A N/A RE SIYPSTIN IlIFRATUAE N/ ' T/IALL M HNUDOWN AT FOUNDATION WALL. - SHEETTITLE RE'rymC'AL -,,S °.D " NOIOOIN A!NaNMm 1F 9/FM WAIL 57UD FRAYING OIBbC. . FLOOR,RL T?PXAL DETAIL 2 ALL FRAY%IS SPICE-RIE-TUT MIyERLAL OR SMWAMAL CV*POMF LUMBER: SCHEDULES P!SOIL PLATE SOL ANCHOR RODS DMNIBlE h TOP PLATE J. BOUNDARY SIDS AI ETIDS OF 51EAR WALLS Wr REWIRE ADD V_SEWS SEF 7T'R'UL W00 SNFAR MLL BOIIIOIRI'DETAO'. TIE SCHEDWE RE:ff707AL NOTES T7P ALL SEAR WALLS d. ALL SNFAR MALLS ro BF WOOD SHIFATHm Wnx J2/IB SLN RATED PLiWOW OR oBB(fs/JY YNNRBM TICNNESSL . 5. FOR S71F1L 1+SRL MTE C61/NIERSpiOORC ANCIgR BIX!ILITfER AND NUT%NOT ALLOWID. RL•GENERAL N01e�FOR ANCHOR BNI RfOVNa1EN/A7 SNFAR BALLS. 6. RE.'IYPNAL IIEDIIDfNOfIS FOR HOMES AND MWLIES N WOOD YfYBES'iUR RLOORDRO'OIf.N-WALL RASES KM NOMWI _ CONCEPTUAL SHEATHING LAYOUT AT SHEAR WA 7. RE GEERAL NOT FOR LBIDDaI fTO(kSlN6 MR NOTED NA0 szEs & NA75 STYLL M7!fE OALRS A ALL OIPACHIES SNOW NNCRFAyy FOR MI0. SCALE: TYPICAL WOOD SHEAR WALL SCHEDULE S8.1.2 NM _ USE TIE A�RCH=tuURILAREmnmr ALL ORA�rU�oM MBE P°RW�Lv To H ©} CONSTRUCTION. 1HDW CONFUCrS OCCUR CONTACT 6 P., CLFARLr ARCHITECT FOR CLARIFICATION. iDR TxE f INDIAN POINT: RE* :NOVATION rowland+broughton. VILLAGE OF OSTERVILLE architecture and u,baN des;yN TOWN OF BARNSTABLE MASSACHUSETTS a � bP3161 nverakm 8020�5 ave. ae 9T0.544 9008 v � 303 306.1373 v ... :.. .. 970.541.3473.1 . GENERAL NOTES .. .. DIMENSIONS ARE TO FACE OF FRAMING U.N.O. .. CORRECTIONS OR COMMENTS MADE DURING SUBMITTAL DO NOT RELIEVE CONTRACTOR DO NOT'SCALE:ORAWINGS.VERIFY FROM COMPLIANCE WITH THE REQUIREMENTS ... ,� .. .. .. ... DIMENS ONS IN FIELD PRIOR TO .. OF THE CONTRACT DOCUMENTS THE CEMENT OF WO COT ACTOR IS RESPONSIBLE .,� IFREQUIIRED,SHALL BE OR TAI ED FIROM THE GONF RMING AND CORRELATING AL ARCHITECT QUANTITIES AND DIMENSIONS SELECTING z,'} ^`\` - FABRICATION PROCESSES AND TECHNIQUES NO DEVIATIONS HALL BE MADE'FROM THE OF CONSTRUCTION,COORDINATING HIS WORK - " ARCHITECTURAL/STRUCTURAL PLANS AND WITH THAT OF ALL OTHER TRADES;AND ..r-= ��4 DETAILS WITHOUT THE WRITTEN APPROVAL PERFORMING HIS WORK IN A SATISFACTORY .. �\\ ;\ OF THE ARCHITECT AND/OR ENGINEER. MANNER. APPROVAL BY THE CITY INSPECTOR DOES FROM NOTCOTME PINSTITUTE LANS AND/OR ECOIFOAITIATE ONS. THE CONTRACTOR SHALLLEAVETHE BUILDINGSIIJ A SECURE CONDITION DURING THE PERIOD OF _ ..-Y_._,,..__ < _ ALL GYPSUM 130ARD TO BE 518'.USE WATER THIS WORK WHEN THE CONTRACTOR'S WORKMEN RESISTANT GYPSUM BOARD AT WET AREAS AND SUBCONTRACTORS ARE NOT PRESENT ON THE ... '.. -' _-T ,� \ - �'• ah.� `�- '.' CEMEN AND SBACKER BOARD AT JOB. TIT OU SHOWERS. ... .. .. E SITE SHALL BE KEPT AND HAZARD- DETAILS AND EACH DETAILS ARE USUALLY KEYED ONLY ONCE FREE.THE CONTRACTOR AND EACH' (ONPLAOCCUR)AND ARE OR SIMILAR. THEY FIRST SUBCONTRACTOR 6HALL BE RESPONSIBLE FOR T __ — �'. y`\"l -� �' - "ic --Y- `�-,<Y� _ .,. ``.2�.• ... OCCUR)AND ARE TYPICAL FOR SIMILAR.. MAINTAINING HIS EQUIPMENT,MATERIALS,AND .. ^'� •~ - �-iL \� �� \''���:�'i-c.�-< ^ �"`T"' .�- �i' CONDITIONS THROUGHOUT UNLESS NOTED WO )ITION EAiCTIMES. IM SORDERLY,AND SAFE — .+.-. '�� '`"�� OTHERWISE CON ITI 2013 07 l8 --- - '„.`y` Ri ti AT D ON ATA LTIME - ... ,ir.,•s _ - -_. �-"-�•�><. , r,ao PERMIT - LC R' _ R SUB• --+- THE WORK SHALL CONFORM TO THE:'OTHERD ALL NO STRUCTURAL MEMBERS SHALL BE CUT FO� MITTALPIPES,VEN S,DUCTS,AND OTHER - --_"" -- -CID -. _ ----_ OPENINGS EXCEPT AS DETAILED.OR •r — �- ` _, r-.-_-- --- SPECIFICALLY AUTHORIZED IN WRITING BV.THE LAR APPLICABLE BUILDING CODE r�.''11--.�, LISTED IN THE SPECIFICATIONS OR ON THE DRAWINGSE AND O REQUIRED BY THE E LOCAL STRUCTURAL ENGINEER. - :: JURISDICTION.THE GOVERNING CODE,RULES, ... ... .. ... :.' Y.A"� m..• - -- j,.. - .,. AND REGULATIONS ARE COLLECTIVELY INSTALL FIRE STOPS AS REQUIRED BY CODE.. ... - CENTRACTOR SHALL REPORT ANV T RE ST MB R ER REQUIRED CONSTRUCTION FERRIED TO AS"THE CODE'.THE RED �� USE REATED LU E NAi EBY OMMI INCONSISTENCIES,CONFLICTS OR ��� CODE AND,COASTAL .. SIONS HE MAY DISCOVER TO THE ARCHITECT MI FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. „,-�..�� .- __--_ REFERS TO ITEMS OUTLINED DNA SPECIFIC PE THE AS USED ON THESE PLANS ..„,�„e SHOULD ANY CONDITION ARISE WHERE THE DETAILANDTHATARE VALID AND,REPEAT IC - _-.-- - .. ... INTENTON'.THE DRAWINGS IS IN DOUBT OR .. ... THEMSELVES IN THE SAME OR SIMILAR DETAILS -mz •^+--- .. REFERRED TO IN OTHER AREAS OF THE PLANSWHERETHERE ISA DISCREPANCY BETWEEN .... .. TME DRAWINGS AND FIELD CONDITIONS, RA ., ,. FOLLOW ALL MANUFACTURER'S REQUIREMENTS r .. NOTIFICATION SHALL BE REQUESTED OFREGARDING SPECIFICATIONS,ASSEMBLIES I PROCEEDING WITH THE WORK. THE THESE DOCUMENTS. T CADVONTRADICTIONS NAT ARCHITECT IMMEDIATELY AND.PRIOR:TO ,. MATANDARCHITECT F ANH NO DIMENSIONS TAKE-PRECEDENT OVER THESE DOCUMENTS. ?' RAGEBUILDING.REFE ASSEMBLIES MAIN SHALLUSE SIMILARPERMIT SCALE.LARGE SCALE DETAILS GOVERN OVERE GA SMALL SCALE DETAILS. - ... . _. '; TO MAIN MOUSE.REFER TO MAIN HOUSE-PERMIT ' llj SET DATED 2013.12.03 FOR THESE ASSEMBLY. DETAILS t INDIAN POINT, PROJECT DIRECTORY SHEET INDEX - ,r 1 / WEST BE,V INC.OAD 7 PARKER ROAD,EP.O BOX fi SITE N OSERVILL MA 02655 OSTERVILLE,MA 02655 1 OWNERt INDIAN POINTCMLENGINEER: G INC. A037 � COVER O TE PLAN .. CONTACT:MARK C.CURLEV,PRESIDENT 508.428,9617 PHONE A231 ..GARAGE LEVEL ONE AND LEVEL TWO PLANS- : B INDIAN POINT .. �. ✓ _ .. .. ... .. .. ... ... .. ... .. ... .. ... ... OYSTER HARBORS .. d S08.420.1960 CONTACT 8.9617 FAX A232 GARAGE ROOF PLAN. '� • •I�� PETER SULLIVAN A43.1 GARAGE BUILDING ELEVATIONS OSTERVILLE,MASS.02655 N A 3.1 GARAGE BUILDING T CONTACT LIV ' JOH ODE AS DING SECTION ARCHITECT: ROWLAND•BROUGHTON ATTORNEY:: LAW OFFICES OF ALBERT SCHULZ .. .. F �•`l� :: `�`t l ARCHITECTURE AND URBAN DESIGN WILLIAM CHARLES PLACE 234 EAST HOPKINS AVENUE 7PARKER ROAD 1. ...� I ... .. .. ASPEN.COLORADO 81611 ... .. ... OSTERVILLE,MA 02655 .. .. ... ... .. .. ... ... .. ... ... .. ... „ ° ' 970.544,3473 PHONE 505.428.0950 PHONE . 1 1I 1 f. ,r'(. 970 544.3473 FAX 508.420 1538FAX . A ; 7 ",r./ p CONTACT:SARAH BROUGHTON,AIA/PRINCIPAL CONTACT:ALBERT SCHULZ 970.379 0111 .. t.. . m, ' 1 ... .. ...BRIAN SIPES,AIA ... .. ... .. ... ,i � r.; .i .:•.,.' 1 / 303.3081373 .. .. .. .. ... .. ... ... 4 • .. N ram,/j. .. t .. :.. GENERAL CONTRACTOR: PROJECT. ... .. .. ... .. .. .. ... INFORMATION E BUILDING,INC.PO BOX - :. :. PO BOX95 : PROJECT: INDIAN POINTL BAYBERRY SQUARE 81NDIAN TRAIL � � :- PROJECT NO: : :CENT ROUTE 26 - OYSTER HARBORS C :.. :.. 21235 .CENTERVILLE,MA 02632 '' OSTERVILLE,MASSACHUSETTS 02655 VICINITY MAP(N.T.S.). .. PROJECT SITE LOCATION :. 508.771.1040 PHONE .. - .. ... - . - 508.775.0155 FAX - PARCEL ID: 001 8 014 CONTACT:JAMES 80WE5 : - BRIANDACEY' - LEGAL DESCRIVTION: MAP 091,PARCELS 0018014 .. :TITLE 508.221.7041 CELL .. :. - SHEET - - - - - - APPLICABLE CODES: BUILDING CODE: 2009 +00 MASSACHUSETTSRESIDENTIAL CODE 8TH EDITION - - STRUCTURAL ENGINEER: : - PLUMBINGCO0.-CMR Th. COVER ., .. 1717 INC. Fuel Gas an0 Umbrm Slate PlumDinB Code li Gf� . GOLDEN. EN.GO GTON AVENUE,SUITE 100 - ... GOLDEN.CO 80401. .: ME I.M.IMC .. .. : 303.354.9910 PHONE :. ENERGY CODE. 20091.E C.C.; - MECHANICAL CODE. _ ELECTRICAL CODE' 303.384.9915 FAX - CONTACT:GREG KINGSLEY,PhO,PE;PEng :.. CLIMATE ZONE: SA 303.618.4568 CELL' .. _ .. ... J .. 3 .. JEFFREY MYERS,R.E. .. FIRE SPRINKLERS: YES,AUTOMATIC DESI RESIDENTIAL FIRESPRINKLER - 3 11 720.989.8590 CELL SYSTEMS NWILICE W?DESIGNED AND INSTALLED IN AO r 3. ACCOROANCEWITH NFPA 130. ¢S .COASTAL ENGINEERING COMPANY,INC.. - .. .. ... - '260CRAN8 ERRVHIGHWAV - - - - - ORLEANS,MA 02653R - - .FLOOR AREA: REFER DIAGRAMS BELOW .._ .. .. 508.255.6511 EXT.S CONTACT:LARS JENSEN .. ELEVATION: PROJECT DATUM 100'-15.8'NGVD,REF.CIVIL DRAWINGS1 q0,,,,�aoo`� •ems.oPL°j w��wn . f� ... ... 508.237.4972 CELL:. _ .. .. .. ... .. .. ... .. .. .. REFERENCES: / . .. WVV� ...'l IC.1 Q� .V.� .. Doc 135 .. .... ° / ea La Court Casey 15 133 & 2452 _ YC 4809 J`' ` IR D 849 yea / I ' - t s l r ZONE: s „_ Area(mire) 87,12OSF(RPOD) ..... .. ....... II ... ... ... .... .. .... Fronto e'.(min) 20' ..... .. l`.r. :.:' .. ... :.. .. . \. Width (min) 125' Locus , .. .. Setbacks: Front / .: .. Side 15' s ,. ... Rear 15' _ Location Map . FLOOD ZONE: 1--2000: -�� .. �.. '.. .. Zones B,.A1,1, k0 A14, & V17 - Mean High Water \ ASSESSORS REF.: Mean APR/200o.. : y Community Panel No. .(EI=LB'NR1 '29).. - - - - -- y250001 0018 D. -Map 091, Parcels 001 &014 :. .. �� ... ... ... .. July 2, 1992... Mean Low'Water J'> .. ... .. .... ....... ... ... (25/AP1/2101 OVERLAY DISTRICT. El= 7'NCvD (E1=-0.8'NCVD '29) Wood - - - AP - Aquifer Protection District 4. NCV ° DIRECTIONS: From Hyannis - Take Route 28 towards Osterville: "- Take o.left onto Osterville.West Barnstable Rood' and follow to the end. Take a left onto Main Street. _ _ Take a right onto Parker Road. Take a right onto West Bay Rood and con tinue as it bears to the left L and becomes Bridge Street. Follow over the draw y bridge td Oyster Harbors Gatehouse. Continue straight, and .... .. k -- Boathouse �� - ��� � -� .. ..th en bear left on.Oyster Way. Take a left o .. ,. ..., Repairs ... Indian Troil. Site is at the end. House y8. O � t - ('see SE3-3864) '- stone ... ... __ ......... .. ... Deck _ '1 ,L Beach- ...I.sty.W/F .. .. Top or Coastal Bank : As Flagged " L wn -t -- f uq ?oast. .\ .. \.\. .. : .. ... ... ... ... I O ' —10— 9 o Beach .... _%\r�r_� _ J - '•,o FEMA Zone Lines - O 5 . as Shown on FIRM Panel y 250001 0018 D M;4 e Rev�p 11) • � ...... ...\ July 2, 1992 - 00( � � k • )o o f j I O I� r � 2.e ro sf- i J ... Landward Edge.of ... .. I .. As .. .. ^,Z 84' Lawn .£OOZE°'_ :J �, .. ..... ....... ...... ....... ..... '� asta�Done I �a Fla ed I 1 L R g2g oao Fnd qr/ 5 43'40' PPp�p .Lot 8.. P Z 72 130,228tSF 2.99tAc Iiplond 282,274±SF 6.48±Ac to MLW \ I �/o— Cry Sand Replenishment 1 & Gra 37ss Planting .. .. .... / /........ . ' '.,. .. .. .. ..... ....(see SE3- 45)._ ....... 1 \. .... .. I- ' ...... 3 e / �10 y � � Legend: F6MP `100' O Saar / _ _. \.. 'I .... ..®...Drain Md na -.. 5) Sewer M h le -. ® Electnc Manhole (D Telephone Manhole I ® Water Manhole .. .. .. .. / .. ,\ / .. .. // .. .. Q Ai isc Manhole ... .. ... .. ... .. .. - .. ; ... : ... .. ... 0�. ... / 0 Dram ° ... - ' Hydrant ... .- _ d^ ;� ;... .. .. ... of Mean High er O. Hose Bib ' `.} //' O® Dul Hole e / 2.5./APR O) El CB/DH E=1.8'NGVD 2 9) SB/H ...... ,P ,' .. Mean L ow Wat Ceder Tree. R/2000) �- 25/AP (EI=-0.8 NGVD-29) .. O o .. .. .. .. .. -LCB: i " Deciduous Tree - � � � Fnd71�o e° Coniferous Tree ks �a9 � Light Pot ... V, Wetland Flog .. .. .. tk - .� .. .. 9- Water Goo,(round) O V t EI Pip II - -25- Devotion C t ur ... .. 'C\� ... U dergro d Utility Line .. - ....... ... - ...... .... ......- .....\ a1 Convert Portion of-Patio to Porch, &Update Garage&Pool Areo ATE: 03107113 Relocate Gozeba Per C-Com - - REVISION: &Update Additions DATE: 11109112 : - ..TITLE: .. " .:. :. PREPARED FOR: :. .. NOTES: .. .. .. Site Plan ... .. :.. .: ... :�.�I)The exist g d t nd.in/ormofion shown w s otitamed I m Proposed Improvements Sullivan Engineering,Inc. Ca eSUCV Indian Point InCof oroted nton°I the g oun/survey performed on or bet...n ' P 20 APR 2000 and 10 MAY 2012 7'Porker Road 3120 Kennett Pike .. P06o.e G59 .. dot- -At ". .. - Osfervills. MA 02655 Osterville MA.02655 2)The datum used rs NGVD'29 °h.ed mean sea IevN '�- Wilmington DE 19807 ° ... o ($03)423-3344(509)i29 961]fax (509)410 3994,5 410 3995 The let noes shown were created by°n-Approval Not Required-plan a -Indian TraII � � copesur�apecod netl � - ''� � (ANR)endorced by the Planning Bo°rd on 04/NOV/2005,and.s pending � BARNSTASLE�oysre�Hators) MASS Droftr JOD Field RRL WHK de°re n s.Lone C sz t e tiy.t a Mas rt(case p24 5C) / 30 0. 15 30 60 120 - DATE: - SCALE: R iew: PS Comp.: RRL V7 Oct. 16 2012 >=30r Project: 99010 Project: C405 1 PLAN GENERAL NOTES: ly 1. :ALL ROOF MATERIALS TO BE MOUNTED - - .. .. ... . - ON SOUND ISOLATORS. .. ... .. ... .. .. .. •. .. .. .. ...ALL NTS LL 2. VENTFLOODDEL 1540 570 VAT E SMART VENT MODEL'1540S701MTH 200 S.F. - . .. .. FLOOD COVERAGE PER VENT.PROVIDE {� WHITE FINISH.: .. rowland+l/rOughtOn architecture and urban design 234 e.w 816 a 3377 Nake si 106 .. :. :. - .. .. :. aspen. oo 01611 tlenver,w 80205 :. . - 970.544.9006 v 303.308.1373 v ... .. ... 970.544.3473 f .' 303.308.13751 36-5 12' :. .. X 9" 36— .i. O... 3.�. 13.-0... ..,3'-0' 3'-2 12" 2•-7,. .. ... .. .. ... ... .. .. Z .: :. 4 .. .. .. .. 'TO LANDING 4 FLOOD VENTS 3.1 - .. .. 4.3.1 - .. .. ... ... .. ... BELOW WINDOWS Z X FLOOD VENT T.O.SHEATHING : BELOWNANDOW DECK LOW 12 TREADS 10'=10'-0' �� ... 1 13 RISERS�B'=.8•-g ... .. Ea ME MAIN HOUSE i. .. ... E CHANICAL CONDENSING UNITS - ... CLEARENCES. .. I UP ... .. ... .SUP ... TVPICAL - -A Issues&Rev--: _ —._ _ i 2013.0716 :. :.THIS WALLALIGNS :. :. :. ... :. ::. SUBMITTAL :. . ... ...- -- WITH OORMERWALL �� T.O.SLAB®ELEC ' ABOVE .. .. .. I F MAIN HOUSE .. ... .. ... :. ELECTRICAL .. :.I .. r CHILLERS z2 _ .ROOM - STORAGE m I : 102 .w.z TYP. ... 146 S.F. - 266 S.F. .WINE ROOM I I a II T.O.SLABi STORAG____E LOW_.�_ 1000 CHILLER .,.,.� �s9' /2'rY imn ::. WATER METER. ,aF103 H O I _ ___ - O. .. O.DECK HIGH I SILLUR -. .. .. .. ... H DOOR T. I :: BAT DOOR. .. o7a z m L— . ... .. .: - .. :. L� _ ... l _ T —. .6 ... .. .. .. . ., T.O.SLAB g GARAGE HIGH _ T 7"STEP .. ..a: ' '�I.. .. ... b. 1 .. ... .. ... �' �. .. .. .. .. ... .. ... .. ...L I -1 I- _ tw .. O .. ... WO. .. ... .. W T.O.SHEATHING I� .. .. .. LEVEL i ATTIC _ 2 Y 2 i a N 4.3.1 4.3.1 4 v, v. TYP. .. A O ry n 819 S.F. FLOOD VENTS BELOW WINDOWS- ... .. ... rz .. ... .. .. .. .. .. .. IN DIAN P .. ... 0 w, TrP POINT, INC.OI =xw. w - r I All I -t .. C .. ... .. 81NDIAN POINT STER HARBORS 4 - - : L : OSTERVILLE,MASS.02655 TO SLAB Q GARAGE 98-11OW ... - .. .. .. ... TRUE CARRIAGE - - FLOOD VENT - - .. .:DOORS.' :.(S TOTAL) :.. ... W/AUTO OPENER. �41 TVF. .. 1 .. - .. .. .26•d 1rp 1V-71rZ' ..- 26•-612° : .. ..11'-51? :. PROJECT NO: - 1 GRAVEL DRIVE 2 . .. ... .: :. '. : � :: �: SHEET TITLE: _ GARAGE PLAN TRUE :. .. ..PLAN.. TRUE LEVELS ' NORTH NORTH � � � � ::� � NORTH NORTH _ FLOOR' S 1 LEVEL ONE FLOOR PLAN ®® 2 LEVEL TWO FLOOR PLAN TWO E& .. �• .. A2.3.1 :SCALE: va•=ro•• :• A2.3.1 SCALE: 1/4 ra PLANS _ A2.3.1 I. ' 3Ba• I rowland+broughton architecture and urban design 234 e."pkine ave. 3377 blake st.100 97Pen.m81811 tlenver.m1373v I I aspen,w8161 nve,.o8025 9.3.1 970.San.3a731 303.308.13751 DASHED LINES AT EOUIPMENT INDICATE CLEARANCES,TYP. I II I I I I I II UP Conwftants: ill II I I I III III III IIII I II III I I ' I I II Revisions: 7- I •. iFFFll T — 2013.07.16 SUBMITTAL rt1 4 3.1 I..'UIN I _ I T I III - I 111 A4.3,1 - Y�I r L.:I-il Ili s II � - I I ,: III II t L.I t I I ... .. .H. _. _ r - 71 I. I — -------� I lis IT I I INDIAN POINT, INC. 3 DASHED LINE INDICATES WALL 4.3.1 BELOW,TYP. CEDAR SHAKE ROOFING-MATCH HOME S INDIAN POINT OYSTER HARBORS OSTERVILLE,MASS.02655 PLAN TRUE NORTH NORTH R _ ®® PROJECT NO: ROOF PLAN 21235 A2.3.2 SCALE: 1/4'=1'-0' SHEET TITLE: GARAGE ROOF PLAN a A2.3.2 f �z 4 . 14ro.,. .E.,., ,. w ra .. .. QII .. .. ... ... .. .. 36'-7 12' ... :. :. .. .. .. 36-712'. �. .. ... .. �. C .. .. 13'-212' .. .235:12 .. .. .. I .. .. .. 23'-512' .. � .. 13'-2,2';.. � .. ... .. EO ... EO ... :.. :.. - I' OW B l dagdgnaerre anurrb s - - 2sp e.,oo.8 6 1 13 deke sl,106 - 970.544.9006 v 303, 8 v 0.544.34]31 .. 303 306.13713751 ' .. ... .. .. 9] I TO E — _ _ 1 _ TO.RIDGE :. CHILLERS 12 118-7159/256"RIDG 2_ — — - — — '11B 715925§ .CONDENSERS - 3 OPEN_OM POSIT' P. �. .. .. ... ... .. ::/� — .. ... .. ... .. 3 /J Conwlbnls'. i .. GUARDRAIL /� .. .. 12 —_ TV / EQ Ell 12 R- .. .. -- -- --- T.O.SHEATHING @ LEVEL TWO — : — — — — _ _ 'I 1 .G.SHEATHING A LEVEL TVp" 109'S' 109'-9'. '.. - I PAINTED WOOD LAP ---- -- :COMPOSITE WOOD . - __-- PAINTED WOOD LAP ' SIDING TO MATCH ... .. OUSE ATCH MAIN ___— .. ... ... — STAIR AN, ... .. .. ... :. HOUSE :. -_- - - .- — DOOR TV T Issues&Revi Revisions a , „ _ .. _ - BE SELECTED 2013.0716sio PERMIT - SUBMITTAL (DING TOM � G . ... ... a .. ... .. _ — -- —_ _—_ �LEVEL ONE �LEVE100 0 _—_ O _ .. I : T.O.SLAB ..- :. SMART VENT MODEL 154—FLOOD VENTS (2 VENT MODEL "- .. FLOOD VENTS(Z00 S.F. (200 S.F.EACH) - COVERAGE EACH) .. .. .. �1 NORTH BUILDING ELEVATION � � �� �� �� � � � � - � � - �SOUTH BUILDING ELEVATION Aq.3.1 SCALE: 114"=1'-0° .- - - A4.3.1 SCALE: 1-=1.-0. As I 17'-2' 3--0- 15'-1 1r2' 1'-10 VZ .. . .. EO:. EO EO:. INDIAN POINT, INC. _ � �- CHILLERSB - � - ' .CONDENSERS :. :. :. .. CHILLERS 8 ,16T.0.59256'.. - ..-5 = .7-c_: - - - — ...116'-70159256' .. ... ++ CONDENSERS-----, ONDENSERS - POINT C �>_ c `Tc. .- € } .;<.s OYSTER HAR ORS .Tt OPENSITE '[..'C:1` 'T -.- ... ,.1 .•._ -�.. ...' {.`f"!' fz -'"}_ 4"a _ i::- GUARDRAILRDRAIL t L'�T- ` 661J ..: .:._ .. :..... ..,,t.,-,'�. :. _,., ,. ;.-:,.I ;.r-r_- tr.1 : :.�511 .�:-,'T-: IY 1'�' - it �.�:: �.� _ .L� �.._...e.l. 1 _ ICI �,:� _ _ _ I � �� - T.O.SHEATHI G®LEVEL TWO _ '-' -_-p- — - I� T.O.SHEATHING®LEVEL TWO _ 1 Lj PAINTED WOOD LAP / TO MATCH : -_ - - - - - SOINGDD WOODL P 2235 TNO. MAIN HOUSE I'... _... .. .: '.. ' OD PROJEC T MATCH MAIN HOUSE .. 3 EETTITLE: LEVEL ONE� !-- ._._._._. ..__..__ i :i - T.O.SLAB tID LEVEL ONE GARAGE .. 60'-0 EXTERIOR . e ... ... :. .. :. ... ... .. .. .. .. .. .. ... .. .. .. .. ..FLOW VENTS BELOW :. ELEVATIONS ... .. .. :. : N .. ll . ., ;Vvl DOWS A4 3 1 -3 WEST BUILDING ELEVATION - q EAST BUILDING ELEVATION ... ' .. Aq.3.1 SCALE: 1-=V- ... - - .. - .. .. .. .. .. Aq.3.1 SCALE: 1/4-=1'-0- rowland+broughton. architecture and urban design 234e,nopkins.m 8161 dew3W7 Wake 5,106 205 .- 97054.9 31611 Cenver,m 80205 970.544.9008 v 303 3 v .. ... .. :.. � 970.544.34731 303.308.1375, " A B C Issues 6 Reasons: ... ... 2013.07.16 PERMIT SUBMITTAL T.O.RIDGE B'-715925E — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.— — — — — — — — — — _ — _ — _ _ _ _ _ _ _ — _ — — _ _ — — — _ _ _ _ _ — — _ _ — _ _ _ — — — — — _ _ _ — — L� � T.O.PLATE� DORMER I I _T.O.SHEATHING Q LEVEL TNA - ... .. - ' WALL STEP BEYOND ..� .. f ' .. ...INDIAN POINT, INC. r ... :. FLOOD.V.ENT,TYP. 8 INDIA POIN T A OYSTER HARBORS .. ... OSTERVILLE,MASS.02655 .. ... _ _ _T.O.SLAB @LEVEL ONE .. .: .. loo .. .. :. .. :' PROJECT NO; .. :. 21235 SHEET TITLE: .. .. .. 1 .. .. - .. TRANSVERSE SECTION .. .. .. SE. .. BUILDING. SDALE:',r� �'=,' ... .. � SECTION .. 3 A5.3.1 ¢z gP .. .. .. ... .. .. .. .. ... .. ... .. .. .. .ur.....,�...K,w.� .. PROJECT DESCRIPTION cesT-(N- ACE ON RE7F 1. project-onabb d°nw claD w Bradt,Damp ad m-J..kw dmapo area L Vlachs--concrete woymeb,obaapth at 28 drys and Mo0 odgha 231. Om mege Mh and mmv p.em a- 222 J and L Ip.base servhg Ne ad)aced emm boas famol B-elm dneaflea Combb d eemast..ago aalm m^ry-'!!L Psr mEEHT PCF 2.&I.1. 8'ame use b de,baq a�ch-carmbq�ch�eabrYo oeesLa°B,9 ad'6taa Y23. Aodw bolt soon be met lam somata ad--eery,and CENfiPAL LEGEND ov soma hvthge Upper/km/-orbs ma.bb o1.vat I/d*egmrbd q Ihdem Noted Bob. 5ob'0 I45 mar be rood h aamvd-m With co daeA.ere pralted k'&'dkM oebeb me 7'chasm mat ad.wears ead maamry, LyL base-eed and hmMng eo-btr d mete Fall-TM bemd artb n aN be f 5000 145 Adabtmes mnmhmy ad boa dd.W sgAL NOT HE USED UNDER ANY 2.Z4. Plmdd.14'Y3}3Pill. m.w&w of mod almor Wdh. ���° / ),A W get. d m dear.m dm gem connecsom IBn DRAWING NUMBER Q VIEW INDICATES ADDENDUM NUMBER - - 2. 1Ab,d.o40-11"or gonad or-I&-eery.The Co°tmater b,rery°°dhb fur.0 tens Wdb 60i00 110 CmCalmhosCFS to ere puotae Sae Tjpkal Defma/.r am pieta repamarmnto .. scope Dean daw®ed m the de bean sad apt Mad om,-ere-for m neafmld sob° a 9de E000 145 T3I2 Air a--de eabAdas h.A t,mse With ALY-3111 shop b haired b 23 IMW: r IOI=SHEET NUMBER and labor Net tea rmao-by be bfmre,fame from. z aowd.Mee wed be PlMwd ads mmrmMe and-,baadad Rena 1pm hem e r amcm anm]ad m tmmrbe ad fha•kg.aMW eMha aedbocflort a 23I. MaDm.ohm ca,fom exh the mhgwan od.4.rn•.b sae-M h TMb .-. .. . bulpeded by ffm a.er' hd.pmeted bupedbo wpm�eat/me I-W Baran amxm aa„dBa+a ua.&1 w rAe Rrc anbm aem anmped reomameeb me deem m rrr� mLDu+c sEerlox ,L GENERA!APPLICAT)DN 3 -to Mefereb 23.I3 Nagar and aggAt.shelf be-f.*beard to adA-the m9a.hg dmWgep or h them ad- � um ,a,,-�CUMBER ,v// a StAABBs �H AND ROPES m OECXS yea tompeeb,m-^lag eeake(Behr to ACI-JOB,T.bb 30-M dr 232. NI alb am to b.dad Who comma.adb ad c-/ro wslY F 1887, .rrr/Dn. 1. Tema doll g,a and be and h w pMafb,eah me-wt.dmrol madam-th. 3.r. wfad c,matr AS7Y as$rya t M r a rrpo m magi m cede R f°°°"°to° aMo � rowland+broughton project to day dell-m nwi mmab I m m""'- -coaeMb to Me Architect gibe my.-an 1.11 me(.ad We).1 Moved a Bw a- to femperefee m mated tL z33 LBam Mn am&-ad a dmR be m tma.aa � ALL ucrION architecture and urban design 2. No Cmtrmtor dbdd alland to bid air condmd my pamm d thle pm]MIg domed M.00y/onf Me NeAd(--Pf®say Try°Y-.ad far&lad pima k C-d-Lb-3P F;BO F pemm_,,H�lone.•WA-) Ybbmrm Wv ad /A,1 Yln,mnm I.,.,rA/Ie1 AIO 1=DRAWING NUMBER RETERENCf � ELEVATION C410UT pmpd omMfedum4 mash-ka4 and dodrkol speallmland,mat/ Bob-0'and 30'1,,•W f 101 SHEET NUMBER '� REFERENCE.T/OBJECT OR B/OBJECi 234 a hoplins d. 3377 bake d,106 mmuRlog Bee doatect.Rh AfpM1 mAab wngeat aoRa). 60 0.FlJ Y -yy XXX'-rr•=OBJECT ELEVAOW aspen,co 81611 dam .80205 Demmer Net.. J2 Lm U-0'1,,•70 f A Fly Ash ASIY CBI$Cam C a f Bd 0.IJ7 2112 A' CDON CUT 970.544.0008 a 303.308.1373 v 3 7haed Geaearal Nam.ra bterdN to baafdun-the dr°abad I 2LI.4. CeM,de ohms Mao be mobdahred d I krhn a Vas• (RA.R'/zT08 Fad 0./48 3 AI�OI 1-DRAWING NUMBER 970.544.3473 f 303.308.1375 f .m-Arkmo e. o�� J.T. P-W*awr note°him emae�me°ury and aypBer m add b tl<amarem lab Y3-Z Cmmde PhobW Met"-Mat) ) 121 0.14E 3 f/4 IOW SHEET NUMBER 4. Alf!doge. / e AR tau our bkdA la the apW a bI the C(a the d appeo h a akf-aghlee design 2s a.1- M,w..tot ad had ohm be-moved su the R dote ad amany geed 20d &192 4I Y AI01 I.DRAWING NUMBER attedi- roab-Am w 1 amrmer. a b Use dmelap Me b bmeegN m the 331. PMo PI graded W-hd slam,bard roJA'9rard adaea WXen to oof C3i a motto m m I beMbd mh cma I o 2.&A YocMm/Po°or Applied Nomny Tie m,of mwhlm appBod,.IbW Is 10I.SHEET NUMBER atlordbo d No Sfrrrtmol EephiPer. Coreef/one a Milan mtapmmrbm.bait elf a,-epl ymAaA Ix gps panh9 the 3/8'aaem ad WK.etaeed m lave 1322 car+de MM-t be mbar Mo/mean mmyvm. ' famed led affected.lab dry Proceed 1/4'hwd soma- U-pea yma!wy ehw Mood.bl°to the 23.L3 Coacmb abm be placid d a baemmrma ad m lam W F. tattled to add wy a fee mlob �appmml b & sed 77.Cmirarfo Mee k(Re s.adrad Engh-or.damn m,d a¢Dmy b.mbg zz z Prdaceka of---t*m=bB mahc(Rol.ACH306) 9 oppreed b (beiAmd eatidmf.ry t-mat N mu . T pm,,one B- a-d-1111-a°abdRua°o bon mydr me°b of V.amb°ef dome-le, p0m' cT0 Il` /II ABHRETl1hn0NS C-b-10 ohm not be.meted o/•g refabmead d the-,a,damnease ay 5.4. Water 7bfaM•. 2J3I. C.,vefe da9 DQ mvlatabcd d a tomyervtoro ad gem mea 5S F m.hg,1 the th-d.atbn ap.mrd bale.. a-ref.that Wm be aaaoed ado.ply more tea°mead be mead far o head ha,eMor w n M I,- rhfm d U-Sbuefu.vl E.ebeea'a mrbw d shop mv.bp,pm)eef dd4 eft 35. AJmgmnes AN-to Mal c-fW Water remmere adaehbrra M Mph met Consultants uv/eaa flee Cwbodor hos ekmy ear•+mD+BtJ'hire-d fAe Sbucfural,Eagmea b .do rem J°p Mfi dd- to 6ff1e°r w heezdq and-sofa" omHro ord-h9 aamYwrEm.such aBo.abb edge dial°--are not mdammd the elf Wm be dgB&NdimD PEEly�PB dBBBENdDOR kOEI �+� d darbsb°a a m brUMI.-d thew of a-emb im. JL&I. Wrier Rod-let,Adnhde: ASTY C494,Type A(mfm rdreby-eamd.afJ, m b foadaflons and sMdb lme4°bv8 be ad°tobed d fa°mrhg seemed ma°R°dader, Nab doff meet mbdmae,®mmtere dad.boos. AB each,,bolt KLF kips qr Rnaal/oat KL&A Inc. AB da -7tmyeeafmn r z&a Par-drill-0 he,..Whm err--y to P'-d spume¢ ADONL oeditkn.1 L bngN / 8- AD demean.are MmaaN m/.0o.s Lbbvn 100'-0'=r/9.a m Bras. ar rrm D(refer-Wcbp m,d.aemmag odelde e)cmdomhry m d"W v AFT .Ma ne1M fltm w bred/ SIMClural.Engineers and Builders 233t,. 'r daye N mach elm type I or a commf. ur aNam.ft Les ds nnw.a Am,added m•be mated mere. z7.r. rat.°bdb ad neat rot w fat lam hW,,pfabn Mm Pov Meg-.A.am..Slav IN CODES AND STANDARDS 352 2J.3.rs o dry N-do With 6W m cm mood,o eambdmg odvhmrok a pkt-m•w ARCH a hIt.end Lul loop lee had-gel � dawn.ca-lad.60401 I. Bu9dhg Code* 2009 btanedlead Reading Code wed Ymsohmafh BN EdRA,n �Raage Water R.A ft Adndsmre(SPor Plmfkherk ASTM C491 type emrom ro ASTY Aga and bona to ASIM A307. BOi,B/ bottom ILV bag Log rortrml 100 mt/yd d edAUael em-vt P.(-3)3ba 99te F:(J03)3ae.piS F a G(Super PloaUrher.at refmmr),ammtogd-Mot lame Nee 0.1K Z72 ALL EXPOSED BOLTS WV W0o0 w for 10 BE PIAb7,UNCOATED SiIIL am boom LONG longaedln.l Ammdv-nb ablmtde ant 2531 Cmade Mal.m be a�mmed m weNar h,awfm or dmm9 cam6mfionr Mm(/p With mabRecfraol-°.bps ran epeeld mating.ey°bamenb. BY boom LA lam/mfed°t-d lumber Golan Lovebd eeaen,CO BURdo.WY 2. 19--g Cade Rmlebat°mb fee Rab/mcd Coe .ACLT/$bi the Ammkm 23.L2e. Tbm dart M mode With Type.I or B-1. ORO becring LYI l.minded rangier lumber emcaro geaBbado Gcp. 3&3 Neadro.ab Aax,davl.r AdMxb,a ASIM C494,rrm C(A-do of q,any) doge Type -.4-wmfmovng amabtrPa P, z7.3. Lrolm holm.ere be 1/Is•ermd=d Bs aa,1.b., Lw•LWr HIM.d ht (� -k-Me )emnmMbe 23Js2 r N Ma&.xa r an o g J. 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Ram rWg Dee.bcmNm d the Rem and h not relative to 1,mUm Waha Walla o/o-Nee. 112 E a COL CONN cm.M to � NON nom/nal efrocGm .476W x T3 EPmr ad EKpmelan Awhos I. BaOdkg Coder 2009 IBC ad Yasedeh.-Us Rh EdNlae Amadtwds 4.1. Bar. AWN A775-graab 50 Epme,mated Dar. I B CON3l con toes- NW,ao'w' its Mir .;old* FJ-oe.bn bees sAelD b°Wedge ype der-pbmd ar ddrdvm star,LM$Read 4.I.1 Epoay tested been daft bore fee than ZT damaged c°emp ho e mb 12 heb sat M stem R'&! E L O¢vpamr Cafoged,of Bnmlog, 8 vaaMd mud• 2A2 Dkpoml Lap(toe--10 deb be bdaftee with a adakwm edge mefaoce CONT 'a5nvoe OC en der lea bale.Rem&MW job ax.-amp damage par ASIM A774 Appends XT 2S.I.I. k old la a,,-&-With -f-*am added kshufkm. D depth OF -t.Ma face 15 2013 J. What Lad.m 4.z Film ad e,4 rase fee ebnfer- Sthrgr .ASfY A775 for sold Deaf Fsad ached a Asll Ag34� DUc 4 dbmefer ON gpos0e hone 31. 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Sdaeb manorteace Fmfer,1 =1.0 a Pravda 4'Mgh°ndbrm e,Weld/uder grata booms and fwedafan Wags Rod Y6. Yopm Mod-:Do1JetlUlane eneoL a EXi tear RET' roming 42 Yapped sP-&d remranm amebrmm: bloom eased-suer faelhalo, N-W bbdbg mmng am„heammab. FDN fmmd.U.. SOG lob m d v composCotra o seathafi/add cant oWdo woods dA b.d-nods darts--d 331.3. Sae pbm/o are-°/ oatro e 421. S,r-M150 7. Farm farmed Imam ante wf be sad far foomes emepamo dart N ogPait,yet.-. 3.3s vww(WaRak I' �d(S-dud.CMU,eft) ScHED och dduule 4.2.2. S,.0.054 & AD eenab-tlm piW Mosu-Ne arowbgs abm be h-rorpmd°d kro me�mhve 2a Wddb g of r.W-bag.h p Wdbi&d chase m!v oU-retie - XITAL W�-1 doeig-fid m Meer°offs,lap mdkd,h..fhbg Befits' FIG feero' g SEC r aadko Rtvi.lone: 43 9te Clam.D aoam More,emdeaff n b opgewd by Me Strudoa/Egh-A&RUNal)°lab I{'ODD FRAYENG dgm'8dOfY"Redd rs GA goo i. SPA sp N g 1 rmu/atl°g penal 4A- Spodrd chap--e eoal8deafs reaoged m/aemtate emslracflon abed be bcalM d pdnb°7 emmnum sheer and -- J.3.3. Shear Wale GB grate Omer SPA aURenm 4.4.1. Sa.arm 1. Ge®d 4.41. S n=Q088 Mee be detailed-lerd.rohB A.dm h,R�dp shag Pam-atkrermly I.I. 7De dmtrMm h met peeled m empmr mr®atmd/van%a-e.no am .3J.3.1. WAme,Asir alb me a°tN m Ns plow the anmlMup b and m GEN 9 new/ SR deal 4.B. Sebmk Design Category.B UYO°o -*.all-pl°to' bmbdgmMe Were r°eped to Tea w,Uoad Canmbudgea Prods'ad.smog for Meet pond sh.or-6 k the maWkge Part at the lateral-mdft.. Rotor m hb trykat rbtoBa HASCU; he.m TO top Dfl f &I. Horhmdd Mile, none show.mgh b mdme ar detosa rmghm to 1/4' FIX hook dad sash-°dud INK fhkb as 4.& Bask eehmk/r.shtkg ands-Woad Meer"Be rryobemab m Presented h N.BIC. 3J31.I. The shear N edmde bolas-e:arwenelM'grog'etch d 4.7. Rapeam oedddbn taeror(),R-&5 mryRmde before-not.edge•,do-hma,dam,rare Moira and mar° I.2 AD image gip fq bat not hadadlleg,lead ran Mm be p.esme hadml Symm- c d need ma lCr Iasulhrt dal TRAM b.neverse -&-We& - ter°-FM d m d ow der AWPA dmdmd. IM kWde 1 vWilda s rcF b ktd ronreb roar TrP typkal 4.& Sd-k lama-o e°dflalmi(a),fa-0.025 � monad aaapBm-. 3.3312 AD poW dam.Rhho the,,.Waal of the ahem.m eha0 be IF. i •da lam(S=dad,CMU.etc.) UNO b-neat athereh. ` 4.9. Anaimi P-e&-.-m Enuird-f Labrd Imo Nagged 8.2 Verfbm/Jade Land°rvtkd photo b OWMI,bee m,Weds beam,Aid, dbvmmbwl harmor ead Wm MddMeD, bbdd mRh Oat A&4 W-U., /NT 1.tenor VVIT verikd 4.10.Sehrak Boom Shemc Wash and debe midoo,bebem mTP•rf a&e mated of6emhe. IJ. Pmdecte, lid--fed ofbaeb'e m the&wAW or la item ads;g0 Wood 3A 'bead fromae Tole mmee JT 'ref W Width KIP,K IOW be WWF mfdd.Ire lack Eml/Wmt No tk/-1 A3 Load°ether]able-.ahem o-fat. Immkg 1-1 have the ralkdm odobme properfks famed d-U-)and be 3.4./. F-ft M-111-ehkb ore be covered by!khan°a ah m mffbomd, - 0.7 K 0.7 K a Adam odor praeldr-U--ndefeedog oload Cadote and through:mmbrefba d a m°I,hro -andeas d 19K o Ire and sh40 be-chid S-MY(Slat pbdm•m am®k tlk ad go Merger mithp bad Mm k m be Wall, & Q m*y Lading: Idda,mmbd]ahget and pkts befeedn m ah,fu B amema. Orbo or KD(Ak did). f.UmbB omits . 5.1. Si-.LMo an,m d, 10. A-1Aa of-dord Raab w fame borbe of a.-.do ce.0-mead L.- 2-3.1. Ad--led afh-b.w I%..m-kBs U-Bat lam ambeld 3.{.far.' Lapel of° and par9lgamn 1/4'from btedd pa.W. 5.V. Ground Same Loom Pg-JO pat eame diag to Tabk 9101.2(5)o/ aafp-d W-k%; "dgm,av-kn]ahf;.ads of beame,and man of-ft (Ohmembeed Lmber ad Timber)shoe art-mb-L Acted rhea M°D D° 3.4.12 HLfw.d-leers: 1/4'to 8'I o and94 m- Ma-.Maedtge Bat Ed. eta Standad boat b.gms Mm be bmremd by 2OK for FpM,eaded bare bead w'-W-Deemed-Dry'dh--foes-Mat to the A-k- 3.4.IA Sbdn: 1/4'A.B'ad of Pka b,aof eamd°Na ABM SIM O &I_ lmpodm m Factor I-1.0 It. W-add olnenrhe we vMv(2)15 a d e-2 doge d epedog.EHmd 1'-0" Sethmed aro LaMber Sfmdmd PS20 3.4.1.4. face of/mWn9 member 1/4"k e' °gem pk-: NO YONFICATISEU M SS•WO a 5.r3 "nob Co[mnry: C - bored dam of apsuh9• 13I.r. glabw Weld°U-role-fie maebW dfo--lam d motedbd nd 3.42. Fina et,menders.Dkb 191 be e°rmd 5.1.4. Ewamr-Fades C.-a IL thtkas mead-Pff-ema--lap°eat bottom been/o Wed•bemm ad Weft- mdark4 h,Mdlag F-/emb&epos-.gib pMe my beeei m yeamd by m.amk fDo ad k d,-sd s0F'r ODFiED.$ 5.IA Thar.-d Factor. Ct.1.1 mwudaehrrer'a kmrmvfbn. t-rear,bt°s-poBad-ad molar•o arseek adhere°deg be°Mhb ISSUE DATE&TRUE . too- rep Dare d add pmA bell-bare°ate euppmt P the r a ekg amm. t 5.1.& Sbpe Fodor- Ca a 1.0 IS coated bare pNb amtoot b mdesu-1d atherobe. 1.4.. Wm Sbnb 3.4.2.1. L f role ad - SPgm Emery m Mad pmmbee: f/4"/-tended Pm1Rm 5.1.7. AW en-footle m IAe gib-isle far Dom Hat and abp°d root me BAR Sur SP110E LENM LAi. Sb°uea-anrph(5'PF)Seed did,o bell.M 1B•n 3.42E Md-ad-mars 1/8'k B'from a eh°tgbf g- . calculated b Moved-WHO fhe 2009 mC ad bead ea Ise passed anow 1/ �. IA 1KM.-Jet l Lm°bar(4,a leek 34.z.T.. Sleds 1/8"1.8"oat d plumb,met eumdofhs food dated abort Rod,a-ham w-Mer flee IW robw hat emdRaos s.L7.t. Pealed LO-7-9 N 30" 1ST. S�(Sty,No. 2. B75 pat 3.u.4. Fmv d bade nemDma: r/e•A.8'loom a gem Alma. a m,ux ue an,m.o ma oarna mu, m 5.1,7.2 Lbb°b-°d Real Sae Lode - m Nh1A'M11M 5.1.7.3. Sme dmhe d char rep$pa epege,Md.met peal-!Leas each- /B M" He*."S stem n50 vat MISCf),IANEOUS NOTES Iradde, A-M sbm 1.4 pat meet-rakes area eat meta.°¢r. 14. Spllm.dried Wg°fable by Toppfeg.-IuB a,-la ry°m ph,2'. LkdaDm d Flmtlaar 1.400.000 pat r. The Cmb°ct°r b nky.oapmaibb ro m-fey mgul°tkm,p.°ymna and . 6.1.7.4. SODng Some I3 Moamar dumb: PmoM%place,ed epocw fo match mv-1 wood ndaM oft !32 sm-Pbeo-F&(BPF),Srm3 PecmBam/waged to m WOK-thh P°paL � •' 5s. ka Lad°: I& Da.d amna°b-,be- add Pond aepomNcmDy.Damage d-8 �o. ai 5.zr. Ihmd-d h-TArckm,s 1 a 0.75' be aD°o fogdher Pima ale,s 725 pat Y. Ma C.utrocfw b-Ley map-mto for me pd It ag lm P.mm°me a°-.y°Nee O.5No. sIIEET N/lff r 522 Dea ke TMdam- M=1.5• mud o sine and 1.d°e m U.ralafacmp k the aNg,%-fied hear Cm aaabe sb® 7ffi eel _ w w dpemt to the proleer ad den prof-f k a'gahmf m/°ry,dmnagq.°r love. . 17. Unlm atherwhs ohm°m Ihs aehR-sloes d.-hear p+arfd.%'ebmnhre d m Notmerd Shear Stem IJ5 pat S0.3.1 GENERAL NOTES O 623 to Lad: ry=Imr pat -dame;beemo,-Nrt ed dab vegan that-.1wd to.be k U.m,bbd w m.d EbdkHy ,.mow por J. Ilse Cad lame&of wmbeflom_ad aneefbo of.bmfad rmafdde ate eddy Axis Lao KEYS MD TYPICAL OfTA05 O INDIAN POINT,INC 53 Lie Lids aAohrmm-Atom oat eanmdMad Wed roads as Wm m mrtlgba sbudene, Le. Sflaveand C°mpodm bm5er(SCL) - the Cmbacfw'a redpomlYoy 50.3J INWAL DETAOS O ford.ad amfk.hk eve goad rml-w-m°eemrarmaed-wrAag to Seib° /a Ste areMmdmo/mewAee far doer ad dorm&apodbaa drip daft rmMA meamry, i.&i.. L-dad Shad Lambe,(LSL-I.55E De®k 4. Tat dmd-h&4pal go feadkn-a-ff eve-Ph&-of eonear-ti-of S23I GARAGE LEVEL ONE PLAN O 1607 of 6.BIG. the pmjed od twat Dory to support the deelse bed,hAmbd.Te embmd°r he SL3.2 GARAGE LEVEL Tea!PLAN O m-hers,pmemt bearing lodge,and I°r mleftDa am ambdded pbme bees, °i LTA pat ter moms,method°ad 5.A S-Lead Rap to wmdla ddbdfbn and area desmnafba d eMo.,Rve.ad aschar;da HM&-Id Swear Sbam, J70 pat the b,Nm ewmne o emdmefbn and the deguary d S&J.J DAMAGE ROOF PLAN O oNar Brady bras mad m'dmtge the abudaa to eavpaf bads acwrrhg-slim mash-Bch of the molest Fmdah s&a/ WAu sferrD.vs o 8 INDIAN TRAIL I& Rehr m mddmcbod mvWbg,/w mead°/htraea ie-bn Strm I070 pat 5-S see m,Met Tor IR,fore.-sane`geed Reef°' 20. Catenate nda dmpprs CNIP'.mkn Pained to dM, 20M per m tempmmr broeha ebobg,elf/✓•4Pd m lady be renamed. OYSTER HARBORS °• rip pre.°°d r°L°L°ny.elk°°°°been°°°sitar r Da°m0-ap m°�°°ad xiL smmR Rh.mimed.d web pep=W wend,ah-f Am mar 15 dry° a OSTERVILLE,MASS.02655 a-sores PerpemedM m I,Ywa 800 peP 4 No grW-,ter ap Mange la elm,dAemba M bealbe aem wa°eat°b eery dmlpn predenr� Module d EhaBcay 1.55aaw pd eb-lmd Wand wahow erittm appaeal of the St-feml Eph-e.. AdAm P Bombe Pr-swo:L000 pet prkr to fAa deal d Wort. 1.62 Lomhw,ted V"nabs(LVL-I.94. � & Whare dimmoda s a-bbb of M F w.°pdpmaf- debt,/mm N so f;nF 43 pat flit 202 Yh rdyae IndoAM Wafer timed chit-ad Map•.Mee elf pmpmN la Fhmsd Str- 2800 pat Mmmrodero.to mood-mar,ruff Aomd.m ad-loft shoo m m°.mga.ah A!Rol Pr�c 88 adwd-ee.Rh Act JDL vd/D Y43 carted ante ad.m to ASTY C fb0 type L �onM Sbeo 56am la Pat dabeted mmdaWro pd-m•TAart•9 materhh Nay SbudMd Eeplmer d KE'/PLAN Piddle aOkA,L-0 pd/R - ComerImmi-arch I251 pus , abaapmal-. Phil-C.,Hkhd:015 20.I, Need eelght aggamb ale-rev/to ASIY C33. 7. Fad Lands per Clog Site Keel,&"m h to be ameahmcfed o0tiin FEI/1 Z A 2.5. No ad,ahbu°a coddefvg add=Chloride Mee he permitted be my ean°ram. Compneed-omia.PanoOaf-e-I to '250 pd 7. Ds.of place a-mom ofMo ale Y0.& Mod-aggregate she°bW bs I%'far fmmd elm°ab ad%'/o dMa Me&* of eenw, ale.m Fdok 7S0 P/ lAPh9°r°poeB°p.dgM e:�om mlgM 6edkatd of floe .do°Be eager to acted wt M m-a h to rosbt Road aaakg. The am Ywome a ElosfhRy I,tKA4a0p pat -°�V1at�im0• . o/Bsad team site-eater to eater and chive nd herpmhe Pedmm--flee druehme m{pads. I.7. toed h7oMs .here and( made°°ae wtd'TA'm eigkand a-d a Opawe.F-4'ge Ire h a me to e,fee y wt.loom m the atr-elm°l mmkge 2a7. Wager mdaa,p aahnhhe.Mee be and h m anger. h.ahb pdud•by W.vd(ry Wmbrhodaar). Remy m aaeWkge d.fete wmmaarb ter meh ameda-. FOUNDATIONS 20.8. Ah WmIM,B amdde,to aeardae m With Act 301 Well be Mod le as rowde .1.7.1. Sab,A byod abap ma grga far Wood I Note. W. Op-kp IbnM0 lb-ead/w roof.ter I. GEDIEVNId eA1.ENGINEER mpmmd to&-hog ad lbodV d fiV echo meat adtm a-Ilk.eaadffiood. 1.72 SmeRfufioa of aped Product m-w,Pt.N.°m°eammRld./MIN#by pm"^9e d ufblab ad eat ffied, nvr am-mkn°e m.baaawl em.mga. c-Dww Mm aemm ma-mama.,aM David W,Get- =a C rd.m**w to f wbwb-bp"boo a--ache-water/mmml embado ad'mmod by etrudMd mDmem.Pid-f mft&.U-Ma$ S-tbm-d Ammebm.Oh U.aid to mnugbB the opolep. . Brlgp EOhmamg&Tame rdb of:w ear dog-aide Ne am eat of ale ad doges aged anemia ge at a asbbtuq,M°°t or ached the rdlodng p aptaMes Ia Sb.m-P-bV though ale-had-mob--ahg lambed ad aubms for fad royal-0 Shed ACI 301. Named cep-iy(if) Walla..pPnApa oat°ems-gib-tmal mn.kp ate ladled to osept.aw°wed ROL Boa 389 20./0. le Mo came Mee eat/t rota mend the haBa km Sbem agaaa'ib'M ohm b.Apoesk.Or I ACNMI for MAW eat aeagmnce Raddamt,MA DIM F.=+MI pd 0.40 lam. With Sty(a) It- "ebmto and°,water PH Anrmlmf,bwUn°;salsa,ad Mae dN the PROJECT NO: (76I)871-6040 2. Cmbg 1A Slade of Pamb(Pb-m?or 0S8)- .k for/..dater m 1ha Pdo to the fMdwRun avA/,hdagdbn of aor 2. famddk°d dp bead w geamMokd report dried 12/14/2012 21.1. Liquid lipa,nrmb®for-M odng w 1.4 wdormag to ASIM CM9.am - I3r. SAaothk9 for roofe wed was ohm amform to MA PS-I almojer . Lq, 3. GateeM d kd 14-1 k oak Pop -Rabmy d toodon ge-fu - ge gal 'Wed Type 4 Cleat A oantpo ele. pond Will goals dbr a mbe pe pwAam lahh d to .al Mort.dam DWG VJG WG .. ramdafbm°.d.ore.prprova beedmW material berate m-def ee mdto/btba Ste 21.2. Cmrbe mounds ehmM eat be Mod ead tbd m ma to aeha°d8U°-1 am9mrd.AR pea-le de0 A°Fip uw o°°m I, -Pko 12 FInme-log Of dr-Lad akmmto to-f Mom w N°.1maland dra.ly°. Rear D FILE: °pamkaaam, canoe mid We o ono material mnWkg a mfflim bead odwo Bm Ids. Elm flee loBoabp teed Balm ad thkteom°a: to the ryed/kafbea Md areM edowd dr-lops fa am mite re ag ameab. 4. soft-of edmar/MoMnge,Wed,boom sae WaOe eba bar a a*Ih-.4 R. madra ar bee ya motmw Md AM--ohms doe b. sp"roamit,moped EMmOd APA'LAMA.,r-le Mh Thaw.,,=Re) F3. Ot-f emb Lb-d-fiW,am the dhamosem d-me, � SHEETTITLE bwa.Rod axtod r Brad.far bred pat Ybe before mA areal gw*.Um h made,o a.°-vWmo dhwyde a tar Rod over bamm/Walton 40/29 rg/JY 14.'No dr-had-1111mtb.a ate ota.,.or-pads shelf b.a°do dm°d Pfir . a AN tea mafeuld Mee be eammafd leached--.Ilb---all-of orb °lave eatls/-tmHy-Ne bee tar Me later gpfMbn. R°°m(SAM-1 WAD) 24 w sngle Flow 2J/32 lade.br Sb-fad foal mar SmmR def°D°and wbddbm.IW M a R/L Ad• 213 Camp Mee'e.Mandakd hr a parted of 7 drys a.mM the a a-Mahe sear W.I. 32AS 15/32 Pmf°eimd-Brew.epdwed iv dW d-r°pMed m goaded ed 11od far GENERAL NOTES & Feemddm eaN o prod°booms ha°lag Moab placed ea a-b°Ale Mee Aare haft gampvpby.b abved 40 days°FMrad-D ar-m the amndo boa°Habel ONer Fi edw PoN° 32AB 15/32 ' old-died om°dlme-dr ro°-MMa a as mere,soot-. corms-.. 7. P,edde awormg ad pdedk, the dmmmb far eveavotb.bottoms cad Wei rOS d Pk madded--serif ebeapfb, l.a sass -4P pbros Mee he prestana bard Typled-P dg Flo damped a I& Whim agpmtd Wb me to Mall add o dogma m 16.do my dodge o-Me m proneto=ley,pmrord-odes ad Waddell old 10 Preeal Yz Nat Wa d PAmv-nE WDm dvpammg me of m not Wof sal/Of PA ebeW -mpRmfm Wee AM.f-rods �e rrpg°d D°Idk far am Pbm emb-ior Mm lady fM moll sorb do ref anted tD.dodged kade ra Be, °B re9wad mmmmmdofbm o/AG.T05.76e batpaeAn.d eavcrada d lam d pfaceMed rearyYemedto of aAao Waft egporWg same - uneae, aloe a A-flgthen ea rem their fore Dma placed .her psi°mod A0 Fahannm.Hated m paned 1,W dryhg sot L Cowedoo ' a rem m he top of mDl.mead.Wassffidb� go b.-RO b to be pared-m Hoer and matog as aeon-ponbee 26 AO balk aetd mmmato4 haepetet mwhM4 and bodement m moth dN GUAl . aAeba d flea bap ad bottom of Be from ae m mach fh N Atsareta elm Praddv cmtmmeem m.mamma by.ae-mmkd method to mend 2-1 cad wamM Amam,wt: Wma mnwmamw d'w b.a.40 mg.tm at-y raw ae+-ma"a Dedad Weed cam be nd amend g.h-ed cso a .edam dad r. Tea eeaD-tM b re--area ter wdRr wmba4 lwamg.manmaMv and sal and edagromd age,-r°nab°d to maletd,a ter-MIR elm, dome aeon°!°pbebg aid saga%N.prodAme of ACT J05 R-L.Nola ad*- We 3"-316. mafedde bWdMd bil Me-bwdradae and agppmy ie. Cmnm-de seamted-&.sage amf ref-preaft reWlmm &&Mh-far mabq tie prolooU°n of a-and°hem betslag,Mg he r°BaWo 1,The fafb°mB Idebna 22 Anaga/BaNm I - z /mmme°M tedb0 by the ower dam ad ream ma ambmfo dab SO.3.1 ecdunlab d'eh k Water X-&&am).NA ArWtmt Pmmbkv oat Cal m-hw art a Braila-far<am--ma-.flee WowhmS be ,N%• .go-My 251. Predd°5/8'abeef°r adeddd bdm E1,08-(om)koe or m.met for respaadDmy to PaN the art h aa:° & .ND the Doeb-t Doe aft r.Pl wr eoDmcom ACf30& dmchk ager, m J- g.19 p ,except P.M-5/8' &D.d IB'No.,'Mar3 Wotmmvhm: 76e Dodredo b r p°mbb des,g d- bee, ad of--tbe THESE DRAWINGS ARE TO BE USED 1N COWUNC17ON WITH oat flee GtdeeAnhd.epn/L a+'o Walla. Aa a Mrmm s,Po de 2 b.Os.-M WW.II•d Na mole d dab Wart Which d°-ad-dam to me gaNkd ray&nm,fa n Z CLEARLY DEFINE ALL OFA77if REWIRfb1E�SfOR THE pb-dam plate. 4. Correct derided art by m'-s--Wow m Me Amhmad.rM-d at dra wet becur ed gel'Me Ambiled to appose eanaUee eo&doff be bone by the ©Y LOMSTWCRON. WHERE CONFLICON-TS LOMAL7' ARCHITECT FOR CLARIFICATION. ' Cmhaetor. METAL roRMED JOINT 51NGU(OR i001f a CONIFOL JOIN, /J.J'-0'OIB OC THRU CAULK RE ARCH 1• JOIN 1i ' - ^AI&:AIL.CXFFI Al TES• T/SOG n T/SOG . ' I, TYPICAL OE7M5 SHOWN ON lH15 SNEEr W.Y N01 BE REFERENCE ENOY ANY O7NER � V " DFAWAYGS ON iNE PRQ/ECi R IS THE CO,yTRACR7R'S RESpONSBRfT'iO UNDERSTAND ��"�-•'-�x�" u-' AND APPLY TYPICAL DETAILS WHERE AND AS APPLICABLE ON THE PROJECT AS NEEDED. •-"' "' "`_" p, rrP/cnt DEwls b7rowx ON THIS SHEET IJAE HE a£FEROJCED ON puxs To cwrm OR '. _� ' ._-•c- ° ,''- I f. :�.. _- rowland+Broughton NEATLY BORED IDENTIFY A PARTICULAR CONDITION. �' _ HOLE J BET�OESFCNACO NNTRACIOR5AN0 X�NEER.ARE FOR CONVENIENCE IN COYMUNUTION _ /\/%TJ/ \/T / 1 / \�/.�/, //��/ �\ SEE GENERAL NOTES FOR ADD770NAL INFORMATION. \/71;\\// IY,\\/NDIE architecture h�gm ETICI U3Da hl design UQTE STOP REDIF AT EACH SIDE Of SANCUT CONTROL MINT WITHIN B(MAX) aspen.w 0 611 delver,p 1373 HOURS OF PLACEMENT OR USE TOOLED -CONSTRUCTION JOINT 870.54A.9006 v 303.308.1373 v JOINT DURING FDUSHING(CONTRACTOR'S 970.544:3473f 3D3.308.1375t Option) ^C^"aTRI CrMN OINr /3 IYPI AID PROVIDE CONTROL JOINTS AT 15 FT OC EACH WAY UNO MAXIMUM SPACING. CONSTRUCTION JOWTS CAN REPLACE CONTROL JOINTS i B LAP SPLICE . Q, OR FIRST POUR PROVING CONTROL MINIS AT IB FT CO EACH WAY O JON OfSpMING. CONSlRf1CTI0N JOINTS CAN REFUGE CONTROL R JOIN AU REIXF CONT WALL REDIF TYPICAL SLAB-ON-GRADE JOINTING 4 ------- - KL&A, Inc. NTS Structural Engineers and Bullders p cePTION-HOLES IN WOOD STUDS 17n wasr,mgrp A0101 swa lao .(NOTCHES NOT PERMITTED IN STUDS) - - apiaaa.cabram s0A01 . P;1303)30A 8810 F:Fl0.l)30A 8913 ashen•Lavebnd OOsel4 CO ebab,WY (s I 1..LOCATION OF CONSTRUCTION JOINTS IN WALLS SUPPORTED ON CONTINUOUS FOOTINGS AT CONTRACTOR OPTION. IX 2.LOCATE CONSTRUCTION JOINS IN WALLS ACTING AS GRADE BEAMS AT POINT of MINIMUM SHEAR �EmL1H OF At GENERALLY AT MIDDLE THIRD OF SPANS GR RYR. PROVIDE ACCESSORIES 70 gNOSLEI �• i SUPPORT REINFORCEMENT. 1 1/2'X:f6U STRAP EACH REINF CHAIRED AT MID-NDGJIT. Na.A763p N CML PLATE FA SIDE OF NOTCH - TYPICAL WALL CONSTRUCTION JOINT T/ �l- SOD ON PUNS REWF. 1.4 a 9�161EpE� SOD 5 1':6.6-Wf.1.W1.1 R PLAN-NOTCHES IN WOOD PLATES NOT IN SHEAR WALLS 17 — soc s 6^6xe-W2.1xw2.1 5 2013 MS _ VAPOR BARRIER/INSUU7gN, Issue: (I2)16d. 6'MAX RE NOTE ;� �/\Y:\//�i � coupacrED easC Re NOTE 07.15.2013 BUILDING PERMITSUBGRME,RE.NOTE c I - I.RREE.ARCH FOR VAPOR BARRIER AND INSULAR DI R£UIREMEMS UNO RE NCH,PROVIDE VAPOR BARRIER BELOW SIMS WRH FLOOR FINISHES SUSCEPTIBLE TO YOISMU.. CLASS B T1•P CLASS B TYP 2.SOO SHALL BEAR ON A MINIMUM 12'THICK YER OF SUITABLE 1 1/4'x IM STRAP EACH PLATE SUBBGRRADEMATERIAL l SPECIFIED RE THE GE TECHNICAL ENGINEER 0 J.UNO,PROVIDE YIN 4•FREE DRAINAGE COMPACTED BASE TYPICAL - UNLESS SPECIFIED OTHERWISE BY GEOTECHNICX ENGINEER A c PLAN-NOTCHES IN WOOD PLATES AT SHEAR WALLS GEOTECHNICAL REPORT Rev sons: 3x1)YIN , 3 3 TYPICAL SLAB-ON-GRADE a - MS D/5 MAX---.T ® . ✓: D-SECTfON-NOTCHES AND H0 FS IN W000 JOISTS AND RAFTERS / TYPICAL REQUIREMENTS FOR HOLES AND RIGHT ANGLE CORNERS DR7USF AN DRN RC o v NOTCHES IN WOOD MEMBERS MS 111AT ROOF BELOIY7 . STANDARD ISO .N . \ V J \ •" / I 7. I - DEC NOOK STANDARD HOOK `/ %// \/ / ) > •\ 3 � 3 �// \ ..�:•` Yesmrvxnaavrva,.m rs[®®raewmurm'mr m LIU TYPICAL MINIMUM NAILING REQUIREMENTS I " INDIAN POINT,INC THIS DETAIL CONFORMS TO ALL UBC 97 AND ADC 2003,2006,A 2009 REQUIREMENTS FND OF WAIT INTFRCECTIONg CONNECTION COMMON HAILS • I. 1 i8'aubfioor Or as.to ea.h 1.1s6 I..loll (2)Bd NOTE 2. 01da,U-I xO'.ubfaar a amh olst.face null (J)ad 1.DOWELS AND CORNER BARS MATCH HOL BARS RIND EXCEPT USE/5 I 1.BOW S CORNER BARS FOR MI CH HORIZONTAL BARS/6 AND LARGER 6 INDIAN TRAIL J. 1'aubfbor to/alat ar bkddag,bllad and Lace nap (2)16d OYSTER HARBORS 1. SON pats to joist or bloe4ing,/a m/l - I2)16• TYPICAL WALL CORNER REINFORCING (���O F LOAD KEYLEVEL TWO LOAD KEYB. Tp pate tt stud,orb na0 (6d Ise OSTERVILLE,MASS.02655 (4)Bd t.eagg ar MS b' v1B•=rAr _ s. Sad to W.vma (2)16d aM iron 7. Double studs,fore mull 16024' KEY PLAN &.D.uba fop Pate&lap.11 16e016' 9. Tap pie.bps (B)led . AD KEY LEGEND 10. C..Unuou.headar,I-Pfacea lSd016'�glang /4 CONTINUOUS . .. SLID RONF 2'CLFA It. Cellag/Wsa to plate,taanall (3). . • 12. COnOnuou.head.,to stud,fomwll (1)Bd i/SOC r `•' "�' LOAD AREA PATTERN W SUPERIMPOSED L ITS DESCRIPTION 13. Ca16n9 10laa,aps over parUUon.,lap na11 (3)16d ��- -••�. r/s G (w) OGA O)AD LIP(((Pat) 0 sno(v)LOA D ICE LOAD OF LOAN NOTES II. CeUing/Oleo a pprollel rollers,Top nall (3)I60 •�.1},.;��.`,�� OI ldl 3 5 20 - ATTIC FLOOR -- is. J,,w or raft-at all beaAnps,waoll sac.skis (J 8d I�i-•l--:I"_„_ ,,L (2)Bd f \\ 16. I'Dbponal brace to aacII sad and pate, ace(roll /\ O ® 6 90 20 21.DRIFT B FLAT ROOF MEIN LOAD/N PROJECT NO:wan wrrH SLIDING wnc SNOW E02s0 17. 1.5'eh.thlag Or Ia.s a each baadng.f«e nag (J)Be .i ® B 5 za B IMCAL ROOF WITH UNBALANCED GABLE ROOF _airP A•OR IGcc DWG FILE: IB. W/der Nan 11r5'.ha thfag fa each b-ing,lap nag (J)Bd 19. Built-,v.rner arum 16d024'OC DRIFTING SNOW LOAD DIAGRAM 11011'HOR!Z WHEN STEP xOiFc. 20. Bu9t-up glider and beams.Dlma knal Lumber. 2OdOJ2'OC at top d bottom 'T/ EXCEEDS Is I.OR/F'IING SNOW TOMS ARE DEFINED BY DUBRAM TO ME FIGM.ORIF7/ AC13 SHEET TITLE and.ta9garsd(2a ad at plea o e at Ova.oplae B CONCURRENTLY WITH BALANCED SNOW LOWS. 8 LOAD KEYS AND Yanufmtured Lumbar. A.raquIred by mZfaatunr M /5 CONT TAB � Cn M IA at ass pan na0ag ar _ T o NNFT 26 PSF 5-e' TYPICAL DETAILS Dlmen 1-1 Lumbe, S 2I. 1'panAa (2)Ted at each beadnp I-6' / '•`t'.ti�' ;iY_:'. Z ROOF LIVE J.FOR UNBALANCED SNOAND SNOW W LOS DO pADING,NOi ACT CONCURRENTLY. ZE Bddging to)Drat.toenall arch erb (�10D /4016'-_ .\�-.:. CABLE ROOF• JO PST • o. Backag Mt.-)eats and rafters-To lobo g• g_ ar mftm-Tmna/la each alds, ch 0 . b. Bimkfng betma studs,each endue en ()1 roe foenall.o/(1)IBd OPTIONAL CONST JOINT UNRAIANGED SNOW LOAD D/AGRAYS C 23. Ply"Sheathing AL sOfber saga-Re:g�raul eanet a. O ST2��THAN A•i0 $,�� v W V_/S W 2 _ THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH 8HE PROJECT TO TYPICAL MIN NAILING REQUIREMENTS 5 TYPICAL SLAB-ON-GRADE STEPS THE ARCHITECTURAL FT HEGSOUI TMENTSFRTH UBIE ROOF CLEARLY DEFINE ALL R THE RECTS OCCUR FOR THE ©Y CONSTRUCTIONC WHERE R CLARIFICATION. OCUR CONTACT ARCHITECT FOR CURfFIUTION. MS M5 rowland+broughton WOOD SHEAR WALL, architecture and urban design XOLDOWN RE PUNS AND SCHEDULE HOLDOWM RE.'PUNS AND SCHEDULE 234 e.Mpkln ri 3377 Drake W.106 RE AND M FOR TYPE NAIL V/ )I60 ON EACH SIDE OF .TOP YEW 2 4 a.o0 81611 denxw,co 80105 AND YIM LENGTH ADD STUD AS REOUIRED 70 MEET WOOD SHEAR VALL ADD STUD,ATTACH v/16d 04'OC - EACH BREAK E TOP DE OPLATE B70.SA No 81 Y 303.308.1373 Y ® YIN MR:KMESS OF BDDNDARY STUD ® STAGGERED ST)GER TO AMD SPUTRNp 870.5AA.3A73 f 303.308.13751 pp SLL PULE ANCl/OR ROD,nPIT HOEDOWN.IMP, LENIDF LOVER SPLICE o F Pi SLL PLATE,T7'P PANEL EDGE NMUNG FE PUNS AND SCHEDULE _ NlNC(WINO)SNOS UCH SDE. OVER STUD OO RE SLL PUTS 7Y9 tliN/WY NUYBEA OF N/NC SNOS IS I I I I' EpVN(i0 HALF UPIMEED BY HEADER .1 HEA fc STUDS lN1ERRDERR 'SOLID BOUNDARY STUD AT CORNER OF SAVE WIDTH AS DUAL(STUDS HEADER PANEL EDGE NAILING NDOD WENT WALL WOODComLdtents SHEAR WALL ELEVATION KL(7 A, Inc. BOUNDARY STUD AT END M/YYERS )' OF WALL, SOLED BOUNDARY STUD AT CORNER (BEARING SNOS EACH RE.HOEDOWN SCHEDULE OF SWE WIDTH AS WALL STUDS SW,SEE SCHEDIIIE Structural Engineers and BuildeTS I. "LING APPLIES AT SPLICE OF BOTH UPPER AND LOWER TOP pLA S. 1T17 W0Nn9=Axn .BWW 1W 7YPTCAT CORNER I RC TION TyP/GAL 'TFF'INTERSECTION 2. ALLOWABLE TENSION ACRos$SPLICE/S J610 IS FOR DRUG-RR. G,N fnl ONO, J. ALLOWABLE TENSION ACROSS SPLICE IS JI14 LB FOR ID71-FIN P:(JD3)09499tD F:003)UA9915 I. TYPICAL NNIDTG AWAY FROM SPLICE IS IBd OIB'OC 5. 4'-0'MINIMUM SPACING BETWEEN SPUMES add. LwWitl.. 8—CO BuOxb,WY S. CODE REFERENCE XC2003,FABLE 2304.9.1 A 230&J,2. 0,_aPI1A1 WOOD SHEAR WALL INTERSECTION DETAILS ELEVADDN O TYPICAL TOP PLATE SPLICE y° GI1EGORYRA'4�B, MS 10NGGLEY' CNIL H No.A B40 9 SPAN GNENSONfO LUMBER NO,0£BEARING J ANAL \Na Z003 LS ALTERNATES LIT ALTERNATES STUDS AT EACH REMARKS SPRUCE-PINE-FIR END 20;(AT DOUBLE SIMPSON LSFA24 W/(IB)fOd NAILS J'-0' (2)TxiO r J 2x8 w(3)13/I'+5 112 (2)f JI4,i5 1/1'Pr(J)13/4'+5 1/2' 1 -- 1 (e U SfOE OF J0/l4TJ BOUNDARY o O (2)1 3/4 i5 1/2' MEN8E2 OHLY Issue: S7pps E\ALL 16dO8' 4'-0' N/A (JJ 1x10 (2)1 3/4'x5 1/2'or J I J 4 3 I 2-- (2)1 514-4 1/2•w(J)I J/4'r5 1/2• 2 -- 07.15.2013 RE SCHEDULE LL: I6d04' (1 /i / LL: I6dO2• 6'-0' N/A (J)2r11 (2)i JI4 i]1/4'or(!)1 JI4 i7 1/4' (2)1 5/4'r7 1/4'w(J)1 J/415 1/2- 1 -- BUILDING PERMIT HOEDOWN W/ROD, 6'-0• N/A N/A (2)1 J/4'i9 1/4'or(J)1 3/4'x7 1/4' (2)1 J/4'r9 1/4"Pr(3)I JI4 x]II4' 1 BOUNDARY T„ M'SCHEDULE 7'-0' N/A N/A (2)I J/4'i9 1/1'or(3)13/4'i9 1/4' (2)13/4 i9 1/4'w(3)1 J/419 1/4• 3 -- dE SCHEDULE LONT RIM BOARD B'-0' N/A N/A (zJ 1 JI4 iil II4'or(J)I J/I'+8 II4' (2)13I4"x11 1/4'Pr(3)I JI4+R 1/4• J -- OR SOLID BLOCKING 8'-0' N/A N/A (2)I J/4'x14'w(,i)1 3/4 XII II4' (1)1 J/I i11 114'w(1)13/4'x1 i 1/4" 3 fLEYAT(QN RIM BOARD: lHDLIV'WN ACCORDING TO () / /e' (2)1 J/4-x14'w(J)I J/4•xN 1/4' 4 MATCH JOIST 97F FRAMING CONDITION 10-0' N/A N/A (z)1 J/4'xii•er 3 13 4•.F7 7 Sr'CER SPLICES iO'-o'(MIN). {A NOlDDNN, - ALL OWABTENSON THROUGH THE SPE PLAN CALLS FOR DOUBLE LICE ER�S�1275 LB FOR BON. RE SCHEDULE HEADERS IN DAD B ARIN WAI!s SPUCE P, BOUNDARY ReNsiOns: STUDS DIYfNSONED LUYBEA - STUBS REARING O TYPI AL RIM JOIST SPLICE RE SCHEDULE SPAN LSL ALTERNATES LVL ALTERNATES STUDS AT EACH REMARKS SPRUCE-PINE-FIR END — 4 —., (J) TUTS Ll J-0' (2)2+4 (JJ 2r4 (21 1 3/4'x5 I/1'o (J)1J/I'x3 I/T' I FOUNDATION-SHEAR WAI ARnVF FOUMDA7TO U A AW '-O' . (2)2x6 Pr (J)2r4 (2)1 JI4 x5 1/2•w(5)13/415 1/2' (2)I JI4 i5 1/2'w(3)1 3/41x5 1/2' -1 __ 41H PART 5'-0' (2)2+8 Pr (J)1+8 (2)1 3/4'x5 I/1'w(J)1 3I4 i5 1/2' (2)1 3I4'x5 II2'w(J)13/4'x5 1/1' 1 -- TYP(J)PATH COL 6'-0' (2J 2,1 of (J)2- (2)1 3/4'+5 112'or(1)I-1/--I/2' (2)1 3/4-4 1/2_(J)I J/47x5 I/1• 1 -- - 47H PART 7'-a, (2)WO w (3)1xe (2)I JI4 0 x5 1/4'w(J)I JI4' 112' (2)I 3/47x7 1/4'Pr(5)1 3/4 i5 112' 1 HOEDOWN SCHEDULE TABLE: ANCHOR ROD EMBEDMENT e'-D• (s)I+m w ry)2.a (2)1 J/#•x]V4•w(J)I J14,]rp• (2)1 JI4:7 rp•Pr(J)1 3I4.7 1/4' 1 __ ANCHOR YIN THICKNESS B'-0' (2)Tr11 w (J1 2x70 (2)1 J/4•+9 1/4'or(3)1 3I4-x7 114- (2)1 3/4S7 II4•w J 1 -- KEY ANCHOR EMBEDMENT MINIMUM MINIMUM () JI4+] HOEDOWN SYPSON BET OF BOUNDARY ALLOWABLE SIOLOAD TYPE BOLT WAU EDGE 10-0- N/A (J)2r10 (2)1 3/4'x9 1/4'w(3)I JI4 ie II4' (2)I J/1'+9 II4'w(J1 1 JI4 i7 I/4' 1 !WRX MODEL NO DIAMETER STUDS' TENSION LOAD - DMAOFIR MMKFIESS DISTANCE - IN HDUII-SDS2.5 1 5 1/1' 6865 LB 5/8' 8• B' 2 JI4' R OMM ND D HEADERS IN NON OAD REARINGfI W S f ��Y • " EMBEDDED BQIIS 11/2 11/y 1112'I 1 F/1. 1 HDVII-SDS2.5 1•. 7 I/4' W45 LB ANCHOR 'J I' 24' 10' J. A MIS SCHEDULE APPLIES TO„FADER$WHICH ARE NOT EXPLICITLY CALLED OUT ON PLAN WITH SPANS OF 10'-0'OR LESS {' B. HEADERS/N LOAD BEARING WALLS DESIGNED ZM I500 PlF DEAD I LNE LOAD pj NOUI}50525 I' S II2• IOJ50 LB 6• B• J. C. llFA0ER5 IN NON-LOID BEARIND WALLS DESIGNED FOR 40p DEAD DEAD f LNE LOAD. ADHESVE - D GMENSIONED LUMBER HEADERS TO BE NP,2 SPRUCE-PINE-FIR. E. LVL-LAIRMTEO YDIfER LUMBER BOILS ANCHOR 1. -NIA- f. LVL HEADERS FD-26M PS 1. ALLOWABLE ifNSION LOADS ASSUME USE OF SPRUCE-PINE-FIR OR / G. LVL=LAMINATED STRAND LUMBER MYA'T COL �� COIL PART GOL• ENGINEERED LUMBER BOUNDARY STUDS �T PART O 1. USE ALL HAFOWARE FRONDED WITH HOEDOWN. RE SMPSON MANUAL H. LS HEADETIONRS Fb 2250 PS,E I500 KS - 5 AGGfRED 16d COMMON STAGGERED 16d COMMON 4TH PART-STAGGERED FOR OTHER INSTILLATION REOU/RYEMS J.1. HEADERS SIIPPOMRINO Po/M L S FROM BEAMS OR COLUMNS SHOULD NOT BE SIZED FROM THIS TABLE NOINY STRUCTURAL ENGINEER. W/R£NAILS 04 WIRE NAILS DI OC. 16d COMMON WIRE NHL$ w rxeuixwr a xlrua ro,wr sam ra ramurnx axr ALT SLOES ALF SIDES 04DC OSPIIAI SHEAR WALL HOEDOWNS � TYPICAL WOOD HEADER SCHEDULE� TYPICAL BUILT UP COLUMN NAILING �J N7S NTB iNDIAN POINT,INC 8 INDIAN TRAIL OYSTER HARBORS SHEAR WALL SCHEDULE OSTERVILLE,MASS.02655 a WEAR WALL NAIL TYPE AND FRAMIG4LNG NAIL TYPE AND YIN PT SLL LIGHT DICE TYPE AND S'ACINC AT MEMBERS AT SPACING IN PLATE SIZE AT CLIP SIZE AND SECTION A-A S:CITON B-B SECTION C-C CAPACITY PANEL EDGES VE NACU EDGE FIELD(AWAY FOUNDATION SPACING SECTION D-D SECTNW E-E - KEY PLAN ROOF,RAFIM W E -LIGHT CA CUP, NAILING FROM EDGES) WALLS SOLID BLOCKING RE.'SCHEDULE i/WALL PU _Y ROOF EDGE DOUBLE Dt TOP PUTS - - - 16d 04' NIIUNG TYP ALL SHEAR WAILS f' EXTEND WUM/NG TOP EDGE RAILING SIU HOAGFLOOR NIL HEIGHT RULING A7 PANEL EDGES, OF PLATE SINGE 2+STUD EDGE AT SILL PLATE EDGE NAILING BLOCKING RE SCHEDULE 1 ' AO SNPSDN AIS NAILING, &PF SLL 016,w U SDE OF EDGE NMLINC M7 2x EDGE BLOCKING B i' TYPICAL STUD LW 04bC SINGLE 2r Bd 012DC aR `ow EACH SIDE OF �� TOO PLF SEE NOTE B SYPA7N(TPI JOIN,IM ��I MAILING IN FIELD. 016DC' fU1 2r P7 S RElA 5 RE.•SCHEDULE WUMING 'EDGE NAILING A A it EDGE NAILING EACH �• 3OVNG4RY STUDSF—ii f WALL SHEATHING SOE OF JOINT BLOCKSINNGG NL GEN NOTES OF JOINT AT TOP LIGHT GAOE FOR ANCHOR TOP PUTS CUP. PROJECT NO: CLIP, RE THIS • MIUNG AT PANEL EDGES+ BOLT RE.THIS SCHEDULE E0260 RE SCHEDULE r SC DU DWG FILE: LION GA CU➢ EMEND STEAMING TO RE SCNEG/LE O BOTTOM OF SLL PUTS N/A N/A A !//A N A / u C p WALL WUMING JOINT AT TOP SS5 UI- / WA N/A RE SIMPSON LIIDLATURf MIA MIA T/CONC '13___ ___ _ 7_':_ 'ALL PLATE, TBHS/BSI SHEETTI LE 1 T/WAL PLA a F amTYPICAL DETAILS HOLDOWN AT FOUNDATION WALL, N - 1. ALL SHEAR WALL STUD FRAMING OIB'OC.RE TYPMAt M000 SLUR WALL HOEDOWN AT INRRYEDATE 2. ALL FRAMING IS SPRUCE-PINE-RR LEA/ BOUNDARY DETNL' R. FLOOR,RE TYPICAL DETAIL 3. BOUNDARY STUDS AT ENDS OF SHE N�g MAY REfwZRE ADDITIONAL AL DPo DSRT SBESEE 7MCAL WOOD EAR WALL BOUNDARY DE7AU PT SRI PUTS SLL ANCHOR RODS, DOUBLE 2+TOP PUTS 4. ALL WEAR WAILS 70 BE IOOD WEATNED W/IHI J2/IB SPAN RATED PLYWOOD OR OSB(IS/JT'MINIMUM M/CNNESSI. RE SCHEDULE RE.GENERAL NOTES TYP AL(SHEAR WALLS 5. FOR SNGLE 2+SLL PULE COUNTEHSNKU/G ANCHOR BOLT WAWER AND NM US NOT ALLOWED. RE.'GENERAL NOTES FOR ANCHOq BOLT REQUIREMENT Ai WEAR WALLS. V. RE TYPICAL NOTES NFORIM HOLES AND NOTCHES IN W000 YEMBES'FOR REINFORCING O£WALL PLATES WITH NOTCHES 7. RE:MARS NOTES FOR Y/RUMO,OIYfNSIONS FOR NOIED MAIL SIZES. CONGEPTUA H LATHING LAYOUT AT SH AR WA II S a NULC SHALL NOT S O N ARE RE•MMAC„DYES 8. ALL CAPACITIES SHOWN ARE ASp VALVES ANp INCLUDE INCREASES EDIT WIND. I TYPICAL WOOD SHEAR WALL SCHEDULE S0.3.3 _ _ THFSEDRAW,NG$ARETOBE-""_`GM D�p `GNWITH i ME ARCHRECMRAL DRAWINGS ON ME PROJECT TO TUTS ©9 CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR ME S CONSTRUCTION WHERE CONFLICTS OCCUR COMACI ARCHITECT FOR CLARIFICATION p rowland+broughton architecture and urban design ' 23A e.nopidna sA. 3377 Make sl 106 espm.m 81611 dc—r,w 60205 QI 970.544.9006 v 3D3.308.1373 v3473' I � 970.SdA. f 303.308.13761 P M__.1FCENO 2 J6'-0' CONCRETE CONSTRUCTION 0 CONCRETE WALL ABOVE 7 I/�• S6•-8. B J CONCRETE WALL ABOVE W/WINDOW i IT-10 J/+• J'-z• 1 1/'I consWlanb CONCRETE WALL ABOVE W/DOOR r�r�! CONCRETE WALL-ow KL BU A e In Builders T • 171)WaN9ton Avonue.5Mm 1m ' Gwmn Colpa)o enaD1 5 A3o3)3M Mlo F:(M) cY�a 100•-0 P. 36A BB15 wow CONSTRUCTION gip_p {/([pGE Goden LaveleM FRAME WALL ABO Bssat CO 8'R .WY O VE FRAME WALL ABOVE M/WINDOW U U FRAME WALL ABOVE ------------ W/.6OOR 1X Oi -------- r -- — ---- — -------------------�� IIn ? M+1. �---__---� FRAME WALL BELOW 1 T-_____------ 1 T/FOOTINC � �GREGOflY N. BEAN/67RDERRCN ILEY q T/SUB N. 7650 Jorsr 1 I ® QX ® COLUMN ABOVE ODAL ® ® COLUMN BELOW I I I 0'25'12 j .I B9'-0%1 1 b 2013 . iV 1 I i 7/7 B'SOG SLOPE DOWN FDN IssuB: . PLAN KEYS I j r/y1Ae I J oxlr 07.15.2013 T/Xx ) I I BUILDING PERMIT ELEVATION NOTATION • 100'-0• 8]-0' 97'-0'.TOP OF'xx'ELL1•A710NONL"y .J. 1 I I T/LEOGE 3. 1 S S FOOTING/FOUNDATION STEP Tc4%�6 TRANSFER l0A0(K) m P—JOAK —_—_—_—_—_—_ ------- —_—_—_ _ _ AXIAL LOAD: (-)TENSION —— ___ ______________ _ ' (+)COYPRESS/ON _ __________________ ti I AQ 12-0 T/SLIH D/RECi/ON OF DECK SPAN OR I I TIWALL 98'-5' I _ Revi5i0re: DIRECTION OF REINFORCING I I L O HI=JOIST HANGER TYPE - I i IW'-0' J ONLY •,,, RE.JOIST HANGER SCHEDULE I NN I LA ZU31BUS I ; 11 LA RAL TERAL ELEMENT ABOVE LITE ELEMENT BELOW - - - � I l �•� LITERAL ELEMENT ABOVE Q BELOW I � . I I 8'SG I l y WOOD 571ELR WAIL W/MINIMUM AO X'OR O REWIRED LENGTH OR SIYPSW STRONG RE SHEAR W WALL C EAR WON ALL SCHEDULE ONLY I I I I HOLD GOWN FOR WOOD SfFIN WALL I RE HOLD DOWN SCHEDULE I 1 I I I ; II FON ONLr .. _ I � I I .J. 1 aw®�wowrla on�xm•"�v I .rvu.,aw.ex.mu.xo.•e nvawoN�ruNm"�ro msawwv wowwil'.-------------------- Ne • I I vmmz TISLAB < 1 1 88'-11 III I wlI ---- ---------------------- ----------� I i w -- ------------ ------ l_--------------�-------- INDIAN POINT,INC A T-B,m 8 INDIAN TRAIL OYSTER HARBORS . 1) - - OSTERVILLE,MASS.02655 I2'-f0 5/4' 8•-0' 2•-7 J/+' 9.-0 2'-10 1/8' 1'-1 518' 9'-O' 5 J ' 26'-+6/8' II'-7 J/8' KEY PLAN IEVE ONE MAN NDTES: PROJECT NO: L. TYPICAL FOUNDATION IS CONCRETE STEM WALLS ON 1. ALL FOOTINGS SHALL BEAR ON PROOF ROGED NATIVE SOIL OR COMPACTED FILL EMBO SPREAD FOOTINGS 2 ALL BEARING MATERIAL SMALL BE INSPECTED BY THE GEOTECHN/CAL ENGINEER 2 TYPICAL SUB ON GRADE IS 6'THICK NORMAL WEIGHT PRIOR TO CONCRETE PLACEMENT. THE GEOTECHNICU ENGINEER SHALL BE THE DWG FILE: CONCRETE REINFORCED WITH 5x6-WZIrW21 WWF SOLE JUDGE AS TO THE SUTIAB/LITY OF THE BEARING MATERIAL J. FOOTINGS MAY BE JOINED OR INCREASED/N SIZE TO J. FOOTINGS DESIGNED FOR ALLOWABLE BEARING PRESSURE OF 2.0 KSF SIMPLIFY FORMWORK. 1. CENTER CONTINUOUS FOOTING UNDER WALLS UNO,COLUMN FOOTINGS ARE I. MMN LEVEL Soo MUST BE PLACED BEFORE CENTERED UNDER COLUMNS UNO. BACKFBlING THE FOUNDATION WALLS 5. BEARING ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQUIRED BY SXEET�TI/TLLE S. RE PUN FOR T/WALL B 7/FOOTING ELEVATIONS SUITABRRY Or BEARING MATERIAL. GARAGE LEVEL ONE 6. TYPICAL COLUMN IS(3)2x6 S'f SND,LINO 6. DOWELS 70 MA7CH VERTICAL WALL RaMF.UNO EXTEND DOWELS 30'MIN ABOVE 7. RE SHEET SO.J.1 FOR GENERAL NOTES FOOTING. B. RE SHEET SO.J.2 FOR LOAD KEYS 7. RE GENERAL NOTES FOR ADDITIONAL INFORMATION. PLAN 9 RE SHEET SO.J.2-SO.J.3 FOR TYPICAL DETAILS 10. RE SHEET SO.J.J FOR WOOD SMEAR WALL SCHEDULE • PLAIT TRUE LEVEL ONE PLAN NORTH NORTH S2.3.1 1/4'=1'-0' THESE ORA{NNGS ARE TO Bf USED/N CONJUNCi/ON MAIM V ME LY BE NE ALL DRAWINGS ON THE REQUIREMENTS FO 1 TO ©g CLEARLY CTION.ALL R THE CONFLICTS UR FOR THE 33 CONSTRUCTION. WHERE CONNCTS OCCUR CONTACT ' ARCHITECT FOR CLARIFICATION. rowland+broughton architecture and urban design • 234 e.tgAd.sit 3377 olBke st 106 ¢.P-,w 81611 dmmr,-80205 QI .70.SA4.8006 V 303.308.1373 V 1 � 870.544.3473/ 303.308.13751 PLAN JB 0" CONCRETE CONSTRUCTION r7777-77-7=CONCRETE WAIL ABOVE 1--:�� CONCRETE WAIL ABOVE W/WINDOW I Consultants LJ ( CONCRETE WALL ABOVE W/DOOR Inc.CONCRETE WALL BELOW I KLree s and Blldel3 -_ yi yfi 1717 WnnNnI-Avax,&SuM 100 .Wsn,Cokw4u BOW, P:(303) FRAME WALL ABOVE WOOD CONSTRUCTION 'J O 38 L COO(303)—BB15 dtlen•LovdanC Baw—• 1 • 3a4 WY FRAME WALL ABOVE W/WINDOW 2 13/4.5 I/2 Ln (2)1 3145 I/2 LVL (2)1 3/05 1/2 LVL U O FRAME WALL ABOVE w/DOOR --------- -I� -- __ - __ - -- -- -- it tym OFly�, � FRAME WALL BLYOw y�GREGORyR ,BEAN/GIRDER I I I Cmt Na.4T JOIST ® O ® COLUMN ABOVE® C 201u' i a ® COLUMN BELOW i I 1 3/4i9 1 16O tl 2 LA 0 C I - ' I 07.15.2013 PLAN KEYS I i. /SH TX/N I T/1HX 109'9" BUILDING PERMIT 87,-0• -o ELEVATION NOTATION 97' - 5 I B7'-0'0"-TOP OF YY"ELEVATION 1 I 5 S FOOTING/FOUNDATION STU I •J. (e1%% TRANSER LOAD(K) I I -- -- 5 .J. . ( _-_-_ P.INXXX AXIAL LOAD: ------ f)) - - COMPRESSION .3)1 3/4,11 718 EYE I . DIRECTION OF DECK SPAN OR i I --------- -- 5 ReWslons: 'DIRECTION OF REINFORCING A NI HI-JOIST HANGER TYPE le RE JOIST HANGER SCHEDULE 1 ( 1 - �Q LATERAL ELEMENTS ' -----LATERAL ELEMENT ABOVE ^I I B UIERAL ELEMENT BELOW LATERAL ELEMENT ABOVE&BELOW 1 0 6 W000 SHEAR WALL W/MIWMUY AO X.OR REQUIRED LENGTH Ok 111 1,STRONG 51 I T/SHEATHING O ti I o WALL DESGNAIiOIT �� RE SHEAR WALL SCHEDULE "I 10/ 9'-9' " ' I HOLD DOWN FOR WOOD SHEAR WALL .3. n `I 5 RE"OLD DOWN SCHEDULE 1 I I� I I } 5 I I In . 'E 1 __ racswrnanm me 1 ,�I I vroAn&emMiu muw rvx Nrawmx awr I II 3134a'1178LVL- 3 1 J 4x 7 LVL J 1 J 4x11 7 LVI. ------------� -------- -------- __ -- ------------� — — - — —t�C INDIAN POINT,INC I i 8 INDIAN TRAIL OYSTER HARBORS OSTERVILLE,MASS.02655 KEY PLAN JOIST&BEAN HANGER SCHEDULE ' PROJECT NO: SIMPSON FASTENERS MEMBERS AUOIIABLE LOADS E0260 HANGER FOR REMARKS NARK iJ1 OR OTHER SUPPORTING SUPPORTED SUPPORTING SUPPORTED BEARING UPLIFT DWG FILE: . JOIST MEMBER i0P FLANGE MEMBER MEMBER MEMBER .CAPACITY CAPACITY IFVFI TWO PUN WITS` Hi TIS2J7/I1.88 (2)1041,5 (4)1061.5 2 STRONG GRIP VARIES If 7/8"111 2J0 1265 105 PROVIDE ZYAX COATING 1. TYPICAL FLOOR IS 3/4"SHEATHING OVER WOOD I-J0f S SU➢-T BY LVL BF-S. SHEET TITLE N2 HS3,S8/II.BB (1)/80 (4)LBO (2)IOBTI.S I{•LVL (2)i1 7/8'LYL I7B5 IDS PROVIDE ZYAX COARNG Z 7YPIGL COLUMN IS((J)IM SF STUD.UNO J. RE PLW FOR r/SHEAIMNG ELEVATIONS GARAGE LEVEL TWO 1. RE SHEET SO..1 FOR GENERAL NOTES HJ WP5.50/11.88 (3)IN (2)IN 14•LVL (3)11 7/B"LVL 3635 0 PROVIDE ZMAX COATING 5. RE SHEET W.5.2 FOR LOAD KEYS PLAN -- 6. RE SHEET SO,3.2-SO.J.3 FOR TYPICAL.DETAILS PLA N4 LSSU1B (10)I(N -- (5)IOQAI.S VARIES 2i IOW LBO YAX SKEW {5' ]. RE SLEET S0.J.3 FOR WOOD SHEAR WALL SCHEDULE ALLY SLOPE.48' 8. RE:SHEFr SZ3.2 FOR IWlCER SCHEDULE HI. I.SUBSTITUTION OF HANGER MANUFACTURER AND/OR HANGER TYPE ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. PLAN TRINE 2NORTH NORTH HANGER SCHEDULE O LEVEL TWO PLAN _ _ ®® S2.3.2 1/4 1'-0• THESE DRAWINGS ARE i0 BE USED/N HE PROJECT WITH -2-1 THE ARCHITECTURAL DRAWINGS ON THE PROJECT i0 R CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE © CONSTRUCTION. WHERE CONFLICTS OCCUR CONTACT ARCHITECT FOR CLARIFICATION. 11 rowland+broughton architecture and urban design 23A e.hopWm st 3377 Wake at 106 ' aspen.81611 d.—,m 80205 o870.644.9006 v 303.308.1373 V I - � • � 970.544.3473f 303.306.1375( PUN t£CEND - Je'-D' CONCRETE CONSTRUCTION . 0 CONLFE7E WALL ME CONCRETE WALL ABOVE W/WINDOW Consultants .r CONCRETE WALL ABOVE WI DOOR --------7 CONCRETE WALL BELOW KLF�A, Inc. ________ bl Engineers and Builders 1717M 1717 WeNtlnDlon Avxua,Sulto lW W(1w.C 91110 F:p WO00 CON57RUC7HAY i � P:(TU1)3869919 F:(J03)984 R118 O FRAME WAIL ABOVE Gdean Lwmena eea9rc.co BUN+e,wY FRAME WALL ABOVE W/WINDOW ��.FRAME WALL ABOVE W/DOOR —-— —-—- 16 O".." _-------J FRAME WALL BELOW I ��GREOORYR. , oS IONGSIEY -------.BEAN/GIRDER I I OWL No.476W JOIST Em © ® COLUMN ABOVE 1 A ® COLUMN BELOW NA '(O� Z FLAT ROOF FRAYING BELOW Issue: PUN KEYS 07.15.2013 T/xx � ELEVATION NOTATION BUILDING PERMIT 97-0'-TOP OF YX'ELEVATION S S F007ING/FOUNDATION STEP Ta+Y3.%K TRANSFER LOAD(K) Pm+XXXK AXIAL LOAD: -)TENSIONN —___—_—_—_—_ yy -- -- 2) 3/ 51/ LVI _I _—_—_—_—_.—_—_ - DIRECRON OF DECK I)SPAN 0R ReviS.— I D/ ON OF REINFORCING III IT O NI RE:JOIST JOIST HA"ANCENLER TYPE SCHEDULE I IAIO SPF No1016'OL 1a'IO$PFO/B'OC _ _ II LAMW ELEMENTS I _ —————— LATERAL ELEiIENr ABOVE ail I LATERAL ELEMENT BELOW III I .J. LATERAL ELEMENT ABOVE R BELOW Ir 4 I 41 S.J. WOOD SHEAR WALL W/INUN AO X'OR SI REOIRITED LENGTH WALL DESYGN40 OR SIMPMP50N STRONG n ,I (3 1 3 ii8 K (2) J/I 11 7 LYL RE SHEAR WALL SCHEDULE n MOLD DOWN FOR W000 SHEAF WALL e _ I RE HOLD GOWN SCHEDUIF '3' 2i10 SPF Nat 116*1 I+IO FF Not OIS�OC 5 II I Mm Me I71 -J — — ---- — — —— —— —— —— --.--------------� — — — — INDIAN POINT,INC I J I 5.3. i 8 INDIAN TRAIL OYSTER HARBORS OSTERVILLE,MASS.02655 KEY PLAN PROJECT NO: E0260 DWG FILE: ROOF P AM M0= 1. ROOF RAFTERS IS 3/4'SUPPORTED ON 0 MIMGSHEATHINGWA OVER 2r SHEET TITLE ROOF HEFT 50-.1 FOR ED RABNO S wALLB GARAGE ROOF PLAN 2. RE SHEET SO.J.1 FOR GENERAL NOTES J. RE SHEET SO.J.2 FOR LOAD KEYS 5. RE SHEET SO.J.2-S R W FOR TYPICAL WALL SCH 5. RE.'SHEET SO.J.J FOR HOOD SMEAR WALL SCHEDULE B. RE:SHEET S2J.2 FOR HANGER SCHEDULE • PUN TRUE NOUN NORTH O xooF PLAN --- S2.3.3 1/4'c 1'.0' THESE DRAWINGS ARE TO BE USEO IN PROCRON THE ARCNRE°7URAL DRAWINGS ON TIMHEE PROJECT i0 Q CLEARLY ONSTR CEnN.ALL R THE REQUICONFLICTS EMENTSOCCUR FOR ME CT ©� CONSTRUCTION. WHERE R CLARIiS OCCUR CONTACT ' ARCHITECT FOR CUR/flCA110N. 1x RAPIER RE:P1AN m •. - EDGE NAIBIG i rowland.+broughton r architecture and urban design 234 e.hopkms sl 3377 bloke s1108 SIMPSON A35 LIP, aspen,-81611 denver,.80205 RE:t .3.7 SIMPSON H2.S4 970.544.9DO6 v 303,G8.1373 v 03210C YAX 970.644.3473 f 3D3.308.1375 f BIRDSMOUIN RAFI ERS LSL BLOCKING 0 STUD ALL SIMPSON CS STRAP AT ' EACH STUD EDGE • yb ConSultan5 �S�n FLOOR EDGE NAILING „I„G a„ KL&A, Inc. Structural Engineers and Builders . 1711 WatN Vp Avon».Sulfa 100 l Goea4Cobedo BOWL P:,(303)304 WJ10 F:(3N)3648915 Galdaa Lovtiand•Ma 14CO BaNaWWv LOW ROOF FRAMING,RE LAN LSL RIM B04RD,ATTACH W/ .„ EXTEND EXTERIOR WALL (3)10d 024.00 SHEATHING TO SIMPSON .SA tH DT M4 UNDERSIDE OF ROOF SIMPSON AJ5 CUP, Gy SHEATHING RE 1/ .J.1 RE 1/S5.3.1 F�GPEGOM 0. w F WNGSLEY - - CIVIL . 1 ROOF FFANRIG,RE — No,aT650 - I - P!Zx WALL,RE PLAN FOR SNEAK PT WAIL SHEATHING WALL LOCATIONS,RE H FOR PLAN FOR SHEAR IfVEL 7W0 STUD WALL,EA PUN UP TO WINDOWS AND DOORS S/ONAA Ga WALL LOCATIONS PT 2,B SILL PLATE,RE GENERAL 5 2013 ' NOTES FOR ATTACHMENTIssue: SOG :PUN /Jx2.0.018 OC:DRILL k DRIVE - W/J YIN 01190) 07.15.2013 ROOF FRAMING DETAIL eSLAB T,��0 BSI`°'"GPERNlR ARIES T/STAB . T EDGE VARIES ARIES SLOPED SIMPSON COM BEVELED BLOCK OVER _ �t - HANGER RE PUN RIDGE,ATTACH W/8d06'OC U ' - SIDE OF RIDGE - - SOG RE:PLW FOOTING,REINF RE: t `WALL,REINF RE 1/S5.J.1 ` Ln RIDGE BEAM .'':• .. RE PUN - 4 RIDGE DETAII WALL SECTION 2 a - 2x RAFTER RE PLAN er vuuNxax w wrux.wo u[rssvm mx wavrca a•tr N - CONr LSL AIM - .. + EDGE NAILING 7/SNFATNINOA _ LSL BLOCKING ( � }MAX INDIAN POINT,INC- a 032 SIMPSON 0C W N SIMPSON'm CL P, RE:SHEAR WAIL TYPIC U. I DETAILS FOR SPACING,LL, LOW ROOT FRAN/NG,RE PUN . T/SHUTHING A MAX ELSEWEH ZE - SIMPSON H2.5.1 8 INDIAN TRAIL OJ1'OC MAX OYSTER HARBORS . _ s1MPsoEAi .CUP, T OSTERVILLE,MASS.02655 . _ LVL GARAGE HEADER PT 2,WALL,RE:PUN FOR SHEAR • SIROSYOUTH RAFTERS AT WALL LOCATION$RE ARCH FOR KEY PLAN STUD WALL/LVL BEAM WINDOWS AND DOORS PT WALL SHEATH G .-L UP TO LEVEL T vo PT 2.6 SILL PUT&.RE GENERAL L NOTES FOR ATTACHMENT GARAGE DOOR EDGE MAIL G SOO RE PLAN RE ARCH T/W e I SOC RE PUN T/ B _ EXTERIOR DRIVE ' - BY OTHERS PT 21 WALL,RE PLAN FORSHEAR LOCATIONS,RE, ARCH FORLWINDOWS AND DOORS T— /5 \ MURES PROJECT NO: �. • T/SHFATHING� T/WALL ` '� x E0260 A p �---- .� „I DWG FILE: DOWEL TO MATCH OR . EXTEND VENT WALL /\\� Y REFUGE VENT RE F; CENTERED FA WAY, SHEET TITLE SIMPSON A15 CLIP, REINf INTO SUB'! ALTERNATE KB WALL SECTIONS RE SHEAR WALL TYPICAL DETAILS FOR SPACING,48' FW17M REINF RE 1/S5.3.1 FOOTING,REANIF / MAX ELSENME FLOOR FRAMING,RE PLAN (J)/1 COM I 01 CONY LSL RIM 'WALL.RE/NF 'RF:I/55.J.t T/FOOTING i/ T/NG i S5.3.1 • O FLOOR SECTION 3 WALL SECTION ALL SEC ION' THESE ARCHITECTURAL TO BE USEDO IN N PROJECT N WITH O THE WINGS ARAL DRAWINGS ON THE PROJECT TO 1 P- CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE 314,=i'-0' 314'=1'-0' 3R•', CONSINUCTION. WHERE COWUCTS OCCUR CONTACT ARCHITECT FOR CLARInCA110N. :POOL: HOUSE. - - 21NDIANTRAIL - - - - - OSTERVILLE,MA 02655 GENERAL NOTES: ✓ y� 1 1. ARCHITECTURAL DRAWNGS ARE FOR AESTHETIC AND SPATIAL INTENT ONLY. GUTTER CONTINUES AROUND 2. ALLDIMEN$IONS ARE TO FACE OF FRAMING,U.N.O. GUTTER PROFILE AND WOOD DECKING ON RIPPED SLEEPERS ON-FLOPED BIALOBIG AS CORNICE - ALL DIMENSIONS MARKED"CLEAR•ARE TO FACE OF MAIN HOUSE MATCH TO MATH AND WATERPROOF MEMBRANE.DETAILS - .. 3. FINISH. LSEXTERIOR WALLS ARE ZXB NOMINAL.ALL MAIN HOUSE TO MATCH MAIN HOUSE DECKS INTERIOR PARTITIONS ARE ZX4 NOMINAL. NO CEILING LIGHTING IS POSSIBLE DUE TO _y__ -—_ _ _ _-_ __ __ - - _ ___ - __ _ _ OVERHEAD DOOR 4. ALL ENGINEERING AND STRUCTURE IS BY OTHERS. T.O. 5. ALL ASSEMBLIES,INSULATION,WATERPROOFING. I14'a P —!P- AND BUILDING SYSTEMS BY GENERAL CONTRACTOR. _ 6. ELECTRICAL AND PLUMBING SYSTEMS AND 4 - REQUIREMENTS TO BE COORDINATED BY GENERAL w ON \\\ w CONTRACTOR.PROVIDE DRAIN DOWN AND WOOD DECKING TOTCH 517E AND WINTERIZATION CONNECTION TO ENTIRE BUILDING. t1Pa• SPECIES OF MAIN HdUSE 7. COMPLIANCE WITH COASTAL AND FLOOD I i -j REGULATIONS TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR PROVIDE AUTOMATIC // - _ O i FLOOD VENTS AS OU - - e. ROUTE All DOWNSPSPOUTSTS SUBGRADE TO SITE AREA CEBJNG FAN WELLS,REF'CIVIL ENGINEER SITE DOCUMENTATION. _ TRANSVERSE CEILING BEAM - ALL LIGHTING AND PLUMBING FIXTURES AND i ° GUREA CONRNUES APPLIANCE SPECIFICATIONS TO BE BY GENERAL ALIGNED WTTIi COLUMN PROVIDE SS `) 5, ABOVE STAIR mI O a CONTRACTOR.PROVIDE CUTSHEETSlSAMPLES FOR U GLAZED,WIND RATED,MANUALLY C+ BAR BATH CURTAIN ROD O ® TES AT D iR IS i O _ -W OWNER APPROVAL PRIOR TO ORDER. �Z u I - 99 OPERATED OVERHEAD DOOR :: W3 -: W 1 3 WITH w w w p 10. CONFIRM DOMESTIC HOT WATER 0. r .. OWNER PRIOR CONSTRUCTION.IF TANKLESSION-DEMAND OPTION IS DESIRED, - y w 3 p EXTERIOR TANKLESS WATER HEATER TO BE"RINNAI" MODEL V75e(REU-VC252SW-US).•OR EQUIVALENT.. T.O.Fw GLODR� - ---- - - - - - ( - - - - - - LOCATE PER DRAWINGS AND MANUFACTURER 1OO �-- SPECIFIED CLEARANCES: 8'ROUND COLUMNS FROM AUTOMATIC FLOOD VENT - - - - 17. PROVIDE HIDDEN CATCH BASIN BELOW DECKING AT MAIN HOUSE-USE INTERNAL CENTERED BELOW WINDOW - T-0•CLR EO E. I ED ED- ED : RINSE SHOWER AND DRAIN AS.PER LOCAL STRUCTURAL_DE-DOWNS;TYP. - - - t .( .. _ REQUIREMENTS. ADD 41?BUILT-UP CASEWORK REFERENCE PLANS - - 12. ALL WALL,FLOOR,AND CEILING FINSHES NOT. - BASE TO BOTTOM OF _ 3 - SPECIFIED IN THESE DOCUMENTS ARE TO BE Y COLUMNS,TYP. _ ` PLAN TRUE _ GENERAL CONTRACTOR.PROVIDE MATERIAL ANDNORTH _ COLOR SAMPLES TO OWNER FOR SELECTION AND _ 1 CABANA-BUILDING SECTION .. - - '2 CABANA-FLOOR PLAN - - .. - AF APPROVAL PRIOR TO ORDERING OR CONSTRUCTION OR N 'SCALE: 114°=1'-D• ... .. A2.2.7 SCALE:- 1!4•=1'41• .. ... .. 13. BUILDING ELEVATIONS SHOWN ARE BASED ON MEASUREMENTS PROVIDED BY BAYSIDE BUILDING, INC.(°BBI')OF OWNER-INVENTORY 8°ROUND 34-3" `OLUMNSS PRIOR TOT COMMENCEMENT OF SSOCIATEDV40RK UO . ON THIS BUILDING.VERIFY - STRUCTURAL CAPABILITIES OF.: ANY ROUGH OPENINGS D MANUFACTURER. UP STAIRS TO ROOF I o 8 14. WIN SIZES SHOWN ARE UNIT DIMENSIONS.TYP. I BY WINDOW -SUN DECK L'� � ;�: ] DOWNSPOUT(TYP) .. LINEOF.CORNICE/ I I .. .. �� EAVE ABOVE .. .. ------------------------- _- .— --- _ 3 STORAGE TO. _ SILL T.O.DECK A c W2 0 �I .. = BO III P . BENCH x' W3 � DOWNSPOUT ITYP). C ' e-1� OWNER .. ... . CEDAR SHINGLE 001 ' .. SIDING WITH 'x . MITERED CORNERS - s - - O � II I f E .. � i i I .. - -- - z RINSE I I m e'-,01 LINEN I s1lowEk _J � _ _ . .. : :T,..FINFL R : .. I:• — — _ ___ -- __ _ _— _ _ .. ... m .. .. 4'-21/2 —14'S 111" .4'-1.3/4 1'8° T-0 314 .. .. .. .. .. .. .. - � PLAN -TRUE .. .. �. .. '. O TH.: NORTHCAB .. - . Vm SCALE: 1r4•=r-0- .. - ANA-FLOOR PLAN .. : .. .. 3 _ CABANA NORTH ELEVATION A2.2.1 � E' _ .. E.9 D I ecs�E < I .: 4x4 WOOD _-. SUPPORT POSTS �{ J 8•ROUND COLUMN(TYP) RINSE SHOWER CEDAR DOWNSPOUT('TYP) - ���yy Y CEDAR FENCE SHINGLE KOLBE .. SHOWER - SIDING STERLING ENCLOSURE I� . I.1 IF DOUBLE HUNG ERED WINDOW OUTDOOR FLOWER BOX AREA T[iiE LINE OF CEDAR FENCE OUTDOOR TANKLE$$YLITER HEATER STORAGE ROOM 1 \/ ..- _- AUTOMATIC FLOOD VENT .. POOL CABANA SHOWER EN CLOSURE BENCH DOORS 4 CENTERED BELOW WINDOW BUILDING INFOREGROUND - DRAWINGS UIJ mCABANA-EAST ELEVATION 6 CABANA-WEST ELEVATION I T 1 CABANA-SOUTH ELEVATION A2.2.1 SCALE: 11r=T.o• A22.1 SCALE: 114•=r4r A221 SCALE: U4' 1'-0° t A2.2.1 k — In oa W2 � � 2 -------------------- Q 1 . . .. .:.... w m � v -- ------- -------------- ------------- -- -- --- - ----------- ------ w > o ` .Ea1'S ca+c.a»r - E*'i'6 w x F✓.r a+sys E<rs r ` BASEMENT ' PxT6(31 p ears ua+c.rosi• e.•rn+caer_ays rr.. E•crs ca+c,w�sr a+aa'<"�ec, / Ij ' y r. F , 4. , .. 't -, « A I FIRST FLOOR FRAMING A 1 FOUNDATION PLAN 51-ALE:1/4" = Y-0" - .. 51-ALE:1/4"' = 1.-0,. .. V J ,i i LU x « 1 I • , r iI I i : i o - PROJECT to01 r ' _ I _ I • PERMIT SET u 1, 0 o 1 o o o 0 o :DATE:. OW24/15. e R EVISED:ICEY - : EXISTINGW I .. a • .. • - + - F s,1..'; NE • .. - - , iM OF .AS NOTED ` s ROOF FRAMING PLAN. n I SECOND FLOOR FRAMING .SCALE:1/4" MIND PLANS -0 u Lj e - A-I 5GALE:1/4:' 1' LLL� t , M1 . = 1'-0" , _ Y.! , • �-� ...: NOTES: 1.ALL DIMEN51ON5 OF EXISTING ELEMENT5 ARE+/-AND MU5T BE VERIFIED IN FIELD. 2.ALL EXI57ING STRUCTURE ML15T BE VERIFIED IN FIELD. e,-�' — — — N 'i i S - - - - N m 7- tu V LU ti —1 ~ Q 3 + t • MECHANICAL e n 33 EXT'S - - - 'BATH Z cy ` PI 4! GARAGE _ FIRST FLOOR / - El 9 • AI < GYM SPACE In - PROP05W 15T FLOOR PLAN 4O - _-.+.• .. SCALE:1/4" _ 1'-0" - _ O iJl II.r tu lu Lu « _ - M A .. r .. SECOND rnaoo Si.FitNwe i ' PROJECT a 1501 x PERMIT SET DATE: 09/24/15 REVISED: D=eLf"s^ree� 'DECK SPACE ` D I FIRS - --c•s g a oc by _ - I KEY - 3 vS GOt.L 9,w9MT � I EXISTING 5CALE:AS NOTED s � I . - PROPOSED PLANS ------------------------------- -------------------------------------�--� 5EGTION SCALE:1/4" = 1'-0" - 5 PROPOSED 2nd FLOOR PLAN ' A-1 `SCALE:1/4" _ 1,-0,. NOTES: 1.ALL DIMENSIONS OF EXI5TIN5 ELEMENTS ARE./-AND MUST BE VERIFIED IN FIELD. 2.ALL EXISTING STRUCTURE MU5T BE VERIFIED IN FIELD. ' n �� -•1 • {+ TEST HOLE � � � - - - •',Directions to Site: From Hyannis-Take Route 28 towaids Osterville; Left onto Osterville West � a � H•••r, '. ' EL s.s '� Barnstable Road and follow to the end;Left onto Main Street- Right onto Parker Road;Right onto West MEDIUM SAND =-.r -�-2.5Y 5/2 \ ` Bay Road;Bear left onto Bridge Street and go over the draw bridge; After going through the gate for 8 Oyster Harbors stay on Oyster Way; At the stop sign go left onto Indian Trail; Building is down on the M 6,. GRAYISH BROWN 5 '� MEDIUM SAND 0 left. 2.5Y 6/3 Is MIN 37" LIGHT YELLOWISH BROWN 2.4 \ ` Finish Grade _ $L MEDIUM SAND \ `/ " Compacted FiII —� Filter 4"0 Perforated p g�Np 5� 10YR 3/2 "� g f Fabric PVC Pipe ;1� 2� 43" VERY DARK G'ISH BROWN 1.9 - — — — MEDIUM SAND _'16 7.5YR 3/3 Pea Stone / 1 77 DARK BROWN \� � Orplfr � --. LACUS \, ••t, 53" GROUNDWATER ENCOUNTERED 3/4"-I 1/2" _ \/ Double Washed y� VE/JT— 6 \� Stone pai> Rt o , m,:seav+ u 20' ' .` lLight i LOCUS PLAN / CROSS SECTION OF LEACH IN'G BED Scale: 1:12,000 I Assessors Map 091 MIN Not to Scale Parcel 001 •o 9.)3 AC�� N F. 4.7 F-G. 7. Q� �/ / 4 cn n m M!.Zt EL 2? _ 0. O e E� 9 _ goo GAS ib00 1 I _6.8 EL6.6 (0.4 - 7. - tk E` .2-7 c CAL. - .E?sty 7f NY, PUMP CHAMr>E 5' / 70 10.0 e K-20 1�-Z J '/x HP Pump by Mvers nR� _ Q. NOTE: Waterproof Seal Concrete Septic or Approved Equal - UNDWAT a< Ett.t If Encountered Remove&Replace All Tank&Pump Chamber w/Two(2) Bedding a S Coats of Approved Sealant Unsuitable Soils Within 5'of the Outer Per Title 5 Perimeter of the Svstem- �<<�/f/ G PSYS END SEPTIC ` G DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM. Not to Scale /p. O 4"0 Sch.40 PVC Finished 24"0Cpening Above VForM.H. O From Septic Tank Grad e I/2 Q Galy.Pipe For Frame 6 Cover, t - F Ic°t Support O i s is 4. .., y.r` � \) — • {- w r •a Conduit'Thru Chamber? Galy "'' Floa To D-Box Pump Power&Flact Control 'To D-Box c� l� D i7 _ - Far Power fa ,: E%1S'fING SYSTEM EmergehcySrcrdge ",; Cables. Ch01n °' Cables Installed in Accordance 0 - i_ D Min.2 Cover" - - To BE A�ArIDONED 'j - Vol,55r-,6AI_: �- With LocalBldg. Exec Co I - ti OF, REMOVEa Alarm' B d .6 des. on El 0-17 G' 2 0 Sch.40 PVC _� _ \� Mercury Flcat ° Threaded Pipe Pump cnE..-0.33 �� 4 0 From Septic E \ Switchs 3ReG'd Fraccst Pump AY v Tank. Sch.40 PVC OR _' Pumoot`El -O. Check Valve -O„Chember / Secure Pipeci Top a > Bottom of Chamber PAVEQ RO Bottom El -22 P �..�.a` I \ ; VW06 AD ` jatvr'< y �o eo�v ni3 PLAN SECTION PMA DESIGN DATA Pp VWoS No.29733 Single Family-5 Bedroom PUMP CHAMBER DETAIL CIVIL With NO Garbage Grinder Not to Scale Daily Flow=110 a 5=550 gpd VW04 f $ Septic Tank:550 gpd a 200/=1100 gpd �"`�� NOTEs PROPOSED SEPTIC UPGRADE Use a 15011 Gallon Septic Tank - � ��' < SCALE: 1. 301 \ 1. Water Supply For This Lot is Municipal Water Q AT Leaching Area 2. Location of Utilities Shown on This Plan Are Approx. 4• Install Risers to Within 21r o 8 INDIAN TRAIL 550 gpd/0.74=744 sf Required At Least 72 Hours Prior to Anv:Excavation For This Finished Grade OYSTER HARBORS Use Bottom Area Only EDGE OF WET LAND J Project The Contractor Shall Make The Required 5• All Structures to be H-20 Leading. Bottom Area=211'a 38'=760 sf V W 03 � q g• BY FLP,GED SY EN-SR �4- > Notification to Dig Safe(1-888-344-7233) 6• Septic System to be Installed in Accordance With Leachine Bed Design 3. The Contractor is Required to Secure Appropriate 310 CMR 15.00 Latest Revision And The Town of SULLIVAN ENGINEERING All Pipes to be Schedule 40 PVC Perforated Permits From Town Agencies For Construction Barnstable Board of Health Regulations OSTERVILLE, MA With Capped Ends. Use 4-4"0 Distribution / In 7. All Pi Lines in a 20'x 38'Washed Stone Bed as Shown. Defined by This Plan Piping t0 be Sch. 40 PVC _ .DATE: APRIL 16,2002 TEST HOLE Dfrecttons to Site•From Hvannis-Take Route 28 towards Ostenzlle; Lett onto Osterrille West 2. EL. 5. \ � Barnstable Road and follow to the end; Left onto Main Street; Right onto Parker Road: Right onto West MEDIUM SANG =.�-- -°'^' .�` Bay Road; Bear left onto Bridge Street and go over the draw bridge; After going through the gate for ` . • 6" GRAYISH BROWN s ` \ Goa 'ster Harbors stay_ on Oyster Wav; At the stop sign go left onto Indian Trail; Building is down on the ` :- ,';q t: �::r U iin0 Iste� MEDIUM SAND r 4'pq `� �� left. Hors 'T j Vy• 2.5Y e/3 `! 37" LIGHT YELLOWISH BROWN 2.4 \ \ - Finish Grade M+1N MEDIUM SAND x - Compacted Fill --� Filter 4 0 Perforated 10YR 3/2 �. \ Fabric PVC Pipe 43" VERY DARK G'ISH BROWN 1.9 MEDIUM SAND 7.5YR 3/3 Pea Stone DARK BROWN -20- \ , (�e LOCUS 53" GROUNDWATER ENCOUNTERED 1.1 / \ — `/ - "" 3/4 I I/2 Double Washed * VENT— 6 ��\ � Stone e a c h \ 2 O+ -—- - - i u.. LOCUS PLAN \ CROSS SECTION OF LEACHING BED Scale: 1:12,000Assessors Map 091 1 ' MIN Not to Scale u L C , v�Z o Parcel 001 ;- APPROXIMATE LOCATION OF WATER LINE,-- �. a 11 __ WHICH IS TO BE RELOCATED BY COMM. c, WATER DEPARTMENT NO CLOSER THAN £L ICDO : r� Bedding CL t= .0 t 10' FROM PROPOSED LEACHING BED. t 7.9 POMP c 1C rl�IK �JMP G n . ' 7.Gump by Myers NOTE: Waterproof/Seal Concrete Septicroved EqualTank&Pump Chamber w/Two(2) If Encountered Remove&Replace All �Cuats ofApproved Sealant as Unsuitable Suits Within 5'of the Outer Per T i t l e 5 Perimeter of the Svstem. Ilk, DEVELOPED Ps�CTEM sEP11C DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM r Not to Scale O e-,2 Sch.40 PVC Finished 24'0 C ening Above For M.H. �Q C) p e 1/2 0 Goly.Pipe For Frame 6 Cover. O From Septic Tank Grade .;,_ - J�' T Flcct Support�'� —Conduit Thru Chcmber EXI$TIN6 JYSTEM For Pcwer 6 Float —�olv. EcxPumo Power6 Fleat Control To D Boz Emer enc Sicra e / Cheln2 Cover Ccbles Instelled in Accordance To 15E AagkDowED 9 1� 9 Ccbles Y oR REMOVEDVmL ! v With LocalBldg.6Eiec.Codes. on EI. ;1.I7 t O 'I 2 0 Sch.40 PVC a1 _ \` I Mercury Float ' Threaded Pipe n FumpanE,.- ;t J 4"0 From.Septic SwitcIns-3Feq'd Preccst Pump Tank. Sch.40 PVC Chcmber Pumo c`s"El -a.9 c S I` Check iclve -;" SecurePipec'Tap 6 71 Bottom o`Chamber ._I� - I 7 7PIAVEQ �, '1 r Ali?ct':cm�l -Z.2 r-c"`Hashed — D � � v W 06 �- ;�tr- --`-'� y�� xr�xo T_ PLAN- vwo� \ SECTION DESIGN DATA pP C>VW05 Single Family-5 Bedroom PUMP CHAMBER D E TA I L With NO Garbage Grinder V.e: to Scale Daily Flow=110 15=550 gpd \ VW04 Septic Tank:551)gpd 1 200%=1100 gpd NOTES PROPOSED SEPTI Use a 1500 Gallon Septic Tank AT SCALE: 1 30t ` 1. Water Supply For This Lot is Municipal Water Leaching Area 2. Location of Utilities Shown on This Plan Are Approx. 4. Install Risers to Within 12rr of 8 INDIAN TRAIL 550 gpd/0.74=744 sf Required At Least 72 Hours Prior to Anv Excavation For This Finished Grade OYSTER HARBORS Use Bottom Area Only EDGE OP WETLAND y Pro Project The Contractor Shall Make The Re uired 5. All Structures to be H-20 Loading. Bottom Area=20'138'=760 sf V W 03 q BY FLAGED BY EN-SR ��> \N Notification to Dig Safe(1-888-344-7233) 6. Septic System to be Installed in Accordance With Leaching Bed Design 3. The Contractor is Required to Secure Appropriate 310 CMR 15.00 Latest Revision And The Town of SULLIVAN ENGINEERING All Pipes to be schedule 40 Pvc Perforated Barnstable Board of Health Regulations OSTERVLE, MA With Capped Ends. Use 4-4"0 Distribution / Permits From Town Agencies For Construction IL Lines in 20'1 38'Washed Stone Bed as shown. Defined by This Plan 7. All Piping to be Sch. 40 PVC DATE' APRIL 16,2002 RE+ns.0r•1 IITTR LINE-?OFIsRE_o_o-G� ^5p3/r Z 1 rowland+broughton architecture and urban design 234 a napklne eve 3377 Bake K 109 pen.m 91611 aa Eenvar.m 80205 970.5".9009 v 303.308.1373 v 970.544.34731 303.308.13751 SC EN CH I DINING ROOM --- — Conaultanta ' 4'-0'x 12'•0' _ l I LAIJ HALL 1rol ---------I900-0a J�--- ------� �_� _ I KITCHEN SERVICE AND CLEAN UP SEE-THROUGH 10.10.2012 LIVING ROOM FIREPLACE HISTORIC COMMISSION REVIEW " I I y I� REF O O --}�,�----------J i FAMILY ROOM ---- FRZ —' Li Li ET-0- HALL 4 REF FRZ ------ ELEVATOR -- Revieiona: II' FOYER BREAKFAST PANTRY � I 3 N l X SC E P C - INDIAN POINT,INC 8 INDIAN TRAIL OYSTER HARBORS OSTERVILLE,MASS.02655 60- s I I FI ------ -�-j LEGEND ® AREA OF PROPOSED ADDITION 2(� AREA OF PROPOSED ADDITION THAT - 6` REPLACES EXISTING OUTDOOR DECK AREA PROJECT NO __ 21235 / DWG FILE: OUTDOOR 9 21235 A2.1dwg !f SHOWER Z ` AREA OF PROPOSED SCREENED PORCH SHEET TITLE OR DECK PROPOSED AREA OF FORMER ADDITION TO BE REMOVED LEVEL 1 n PLAN PLAN TRUEORTH /� PROPOSED N® N A2a® e / 1 TM� 1 LEVEL 1 FLOOR PLAN 1 A2,1 SCALE: 1/4'=1'-0' I� rowland+broughton architecture and urban design 234 a hopklns eve 3377 Nako el 103 aspen,-91911 aenvar,w 80205 970.544.9009 v 303.308.1373 v _ 970.544.34731 303.309.1375f ru BEDROOM p1 O O BEDROOM!!2 CK Consultants OO O® BEDROOM Its ru BEDROOM p8 i O BATH O %� U —— —— —— —— MASTER BATH } ssuo: BATH LOSET 12 J / HISTORICCOMMISSION REVIEW UP 11111 A rrll CLOSET CLOSET ;� f CLOSET— HALL II II D K LINEN CLOSET —— -- ELEVATOR \\ 0 / ' DN u Revisions: �' DECK BEDROOM N3 I I BATH I( BATH m ` (NANNY) I / \ " DRESSING I I I I - I INDIAN POINT,INC I - CK 8 INDIAN TRAIL OYSTER HARBORS PLAYROOM OSTERVILLE,MASS.02655 1 LEGEND AREA OF PROPOSED ADDITION AREA OF PROPOSED ADDITION THAT PROJECT NO: REPLACES EXISTING OUTDOOR DECK AREA 21235 -- —� DWG FILE: (_]11 k 21235 A2.2Aw9 AREA OF PROPOSED SCREENED PORCH SHEET TITLE OR DECK PROPOSED � AREA OF FORMER ADDITION TO BE REMOVED LEVEL 2PLAN SCALE:1/4'=V-0' • _ PLAN TRUE A2.2 � 2 a 2 PROPOSED N® NORTHH 1 LEVEL 2 FLOOR PLAN SCALE: 1/4'=1'-0' , • - __. era- _ £ O Nul rn ` r . r' .. '. • - • , • '° .. '^ v r• + I1 . . .M'GHANIGAL :51 - I 3 4?p•C` ExrG BATH f`M. 'Z --},•., a fr M1, GARAGE OR L� c �- �� • I � - ,M_ -I - .. r it'r A i r I I' , El . r - • - c •15T� FLOOR PLAN O ! 7:-0.. N : LU , < t t O v' - • , > a r EGOND Y -01 _ FERMIr SET . e wt , a '' .. x'o yr-.v9s •• �,' • 4 I/'4, a.. . r 1 DATE: 09/:24/15 �. - V Li V �`'' REVISED: . F 2--FLOOR , r r {: c.. . •v xee ,• ... DECKFLOOR riF • 5 to a!«on?L: • 'ON I. ' / \ 1 . " Y +. .. �"' • ` tffi=¢9�x Mie • _ .^ • • . \` z - • I ..- a .• • �a. Y 'I • -/ \ ' - 9I U ' 13�V' � �� �: " ' a• EXIST NEW 5GALE:A5 NOTED ----------------- • : , .. ♦ r�] + • c SECTION .'., ,. �L�N-S SCALE:i/a• = r-o" 2nd FLOOR PLAN ' r e `,', - a ,d' .,- :.. • r A'1 `SCALE:1/4" = V-O" - . - NOTES: 1.ALL 004F1•ISION5 OF EXISTING ELEMa4T5 ARE+/-AND MUST BE VERIFIEED W FIELD. ! ' - ' 2.ALL EXISTING STRUCTURE MU5T BE VERIFIED IN FIELD. , REFERENCES: - West /®� Lord Court Case j 15354-133&245258 ` I V V V TI(Jl(] Bay Cer! 94809 s Doc 135849 i ZONE: ` RF-1 Area (min.) 87,120SF(RP00) FrontOge (min) 20' - Width (min) 125' \ Locus i - Setbacks: • Fran! 30' s n. Side 15' Rear 15' u I5 r if 7 Location Map rA FLOOD ZONE: -2000.3 Zones B, A71, A1 & ASSESSORS REF.: Mean High Water � � �.Communn ity Panel No. (25/APR/2000 > y250001 0018 D Map 091, Parcels 001 & 014 (El=LB'NGVD 291 a July 2, 1992 Mean Law water OVERLAY DISTRICT: (25'Nt'.000 - (EI=-0.8 NGVp 29) wood Pier EI=4.7'NGVD AP - Aquifer Protection District Floo DIRECTIONS: .. t From Hyannis - Take Route 28 towards Osterville; ' ... Take a left onto Osterville West Barnstable Road and follow to the end. Take a left onto Main Street. --- - Take a right onto Parker Road. Take a right onto '' \ -........ - West Bay Road and continue as it bears to the left and becomes Bridge Street. Follow over the draw bridge -...... to Oyster Harbors Gatehouse. Continue straight, and -�Boathouse then bear left on Oyster Way. Take a left onto .............. ... Repairs Trail. ���....... � i 1 Indian Site Is at the end..House �'8. "' ... (see SE.-3864 .....) .: step, eck 1. ... i m� .L B aM sty W� VWI e C> Top of Coastal Bonk 00- As Flogged awn Y . / n .\ Lawn. "P0q PGyh 4 / A O h 9Q eel� ° ° ♦.`\♦ !i do. 76 i Beach ,r a "... '\ f .. lawn .. ._ ,Q, :•n � -�__ I n \ 1 `, ` ` 'kcV FEMA Zone Lines 5 as Shown on FIRM f / ' 11—Pane1 J/250001 0018 D � A z e_LB // Rev July 2, 1992 ' �� Lawn \ � �,----•� \��1 I � .P11tet 11 ��° � �i�� .. _ -�-- -\.- - _'-- -.-_____ .� -' - r J S _ li k1t. low 1.1 f -,•s"� _ � 2YJt...._7 iLI50 J Landward Edge of I - ooslal Dune \ 1 p _ \ As Flogged _ 1 \ LCB 'g6 S " "40 End "0<[ \ Oa P . ��a t �� Lot 8 �1 3 1 town _ 6/ 72:15� t ( vd, P pc •y F.a •`.� 130,228t5F 2.99±Ac upland \ - - '- •\ f" (• o `�i a zo , 282,274tSF 6.48tAc to MLW I P \ .. °PG JP'0 S cry Sand Replenishment & Grass Plonting % .. i......... _ _ (see SEJ-3745) 0 ._-. •apo �. - �.m 2 \ A \ .p`rCOvl 4 i , .. ex Legend: 200 e P a rn� I 1 M ReBar ® Dram Mannole ,ay�r� i00/� nil ....!-..... .. ® .(See,Manhole WSf' 50" - ® Electric Manhole ,i'/ ��'/ ''� �` \• / Telephone Manho/s ® wafer Mannple d r r_1`i-.A TV, O Miec Manhole 1 Q a Oroin L I. / 4> Hydrant 'it ^118 .7 `) `+I .. d Hase Bib an Hig�Oter 5/APR/�000) p. Oaf Hoff \�,r �('/5 Lr`\L�. r:: y\\ry, j /• (EI=1.8'NC,yD 29) s se/aH Uj C" o= fl, iw w w ceear tree •!"`�' �,P '� / Me oater VD 29) Deddawe Tree LCB• �` Reduced Fntl °� NO ° r coniieraue tree {a Post Wett lA / � Wetland Flag Y'- O Water Gate(round) O Vem Pfpe V ---25--- Elevation Contour • ,. ,lfk_ ;� �.,� S .. Underground Utility Line Convert Portion Del Patio to Porch, &Upda Go te Ga,a a&Pool Arev ATE: 03 07/13 Relocate Zebo Per ConCom REVISION: &U date Addilions DATE 111091121 TITLE: 61{a plan ' PREPARED FOR: NOTES: Proposed/mprovements � Ca e5ury 1.)fie e.iet ng°pnditipnd meat^ °n=h°.n obloined rrwn° Sullivan Engineering,Inc. D Indian Point Incor oroted °O nllpnal m-the-ground survey performed on or b°twee^ b b 1 1' 20/APRI2000 and 10/MAY/2012. r At PO Box 659 7 Porker Rood 3120 Kennett Pike Osterville, MA 02655 Osterville MA 02655 2)fir datum used 1s Mcw'29,a Rxed mean eea level°Drum. o 8Indlan Trail Wilmington DE 19807 err (SOB)128-JJ{{(50B){ZB-96i2!v. (508){20-J09{(508)4Z0-J995/ar J.)The lot Imes snow^w created by an'Approval NM Required"plan cwesvrvpcopecod.n.l (AMR)endorced by the Planning Board 9n 04/NOV/2005,and/s panding „ BARNSQ Q Q/ C dense by the Mass.Lcnd Court(c .f24525c). TABLE�Q}ASf6(H2rb0/5� MASS Draft: JOD Field: RR�/WIiK y GATE SCALE: Review; PS Cam RRL Jo o t5 Jo Bo t2o Oct. 1G,2012 1=30' — p.: Prajact 99010 - Pr oj_ctr C405 -_ 70. Vent - Final Locatation to be REFERENCES. Cotult // Street Determined at Time of Installation so Bay i Bridge t as to be as Inconspicuous as Possible Land Court Case # 15354-133 // Little Island & 24525E Cert # 94809 F.G. EL. 15.50 F.G. EL. 12.75 See Note 6 (typ.) Doc # 135849 \\ ... F.G. EL. 9.55 Min 11.29 Max o !. m o n / � o I EL. 12.50 (DWELLING TRAPZILLA 0 1 Flow Equilizers °o `\ l Installer To TZ-400 As Required \I ... ......................... ....... \, Confirm Prior GREASE TRAP EL 1 /� q ZONE. To Any Work BY PLUMBER 2500 Gallon EL. 10.75 H-20 EL. 1 RF-1 / � West Bay I 1500 Gallon EL. 10.25 T� EL. 8.79 ndion Septic Tank H-20 H-20 \ \ 1 Septic Tank EL D-Box EL 8.73 Area (min.) 87,120SF (RPOD) \ \ 0 0 0 0 0 0 \ .. :./ Frontage (min) 20 EL. 8.25 Flow Diffusor Width (min) 125' vv �- _ Locus I PERC TEST: Setbacks: _. PERFORMED BY:CHARLES ROWLAND,EIT-SULLIVAN ENGINEERING Bedding,"T"s, , / - SOIL EVALUATOR NO.13,586 Inspection Port, tf Encountered Remove &;Replace Fron t 30 Sea View WITNESSED BY:DONALDDESMARIS,RS.-TOWN OFBARNSTABLE To Be Installed On /� & 6affels A71 Uns°itaQle Soils Within: 5' of, , __ - _Seopuit-River _ _ - \ ve OCTOBER 18,2012 ale Compacted as Per Title 5 The,, Outer:Perimeter of The System Side 15 Dead Neck -- _ Rear 15' _ -- - -- TEST HOLE- 1 EL.12.5 TEST HOLE-2 EL.11.5 Groundwater - _ 1 I / 1. 07 Non tucket Sound l A LAYER IOYR312 A LAYER 10YR3/2 Per Test Hole 4 - VERY DARK GRAYISHBROWN VERY DARK GRAYISH BROWN Monitoring Well DEVELOPED PROFILE OF SYSTEM Location Mai 16" LAYER SAND 11.2 8" LOAMY SAND _ 10.8 FLOOD ZONE: 1"=2000'f DARK YELLOWISH BROWN DARK YELLOWISH BROWN NOT TO SCALE 28" SAND. - 10.2 22" SAND. 9.7 Zones B, A11, CLAY C LA ER 1UY 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN A 14, & V 17 36" SAND 9.5 SAND Community Panel No. ASSESSORS REF.: 25 GALLONS GONE IN 10 MIN. 250001 001 8 D 126" PERC RATE<2MIN/IN(LTAR=0.74) 25 138" 0 # Map 091, Parcels 001 & 014 July 2, 1992 TEST HOLE-3 EL.9.5 TEST HOLE-4 EL.9.5 A LAYER IOYR 3/2 A LAYER 10YR 3/2 �m Finish Grade VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN - (( Fil ter OVERLAY DI TRI T. r 'ice 3"- 1 (s:, L yj Fabric 16" LOAMY SAND. 8.2 12" LOAMY SAND 8.5 v B LAYER 10YR5A Compacted Fill AND/OR AP - Aquifer Protection District YELLOW YELLOWISH BROWN � 1/8" - 1/2" SAND ` ` E3 0 B B 9mg8 B Pea Stone DIRECTIONS. 20. 7.4 16" SAND 8.2 C LAYER 10Y 6/3 e PALE BROWN PALE BROWN Doub - 1 1/2" Double Washed 36" 6.5 N III From Hyannis - Take Route 28 towards Osterville; SAND SAND � I 4 � Stone 25 GALLONS GONE IN 10 MIN. WeSt Tidal Bay Take a left Onto Osterville West Barnstable Road 112" PERC RATE<2 MIN/IN(LTAR=0.74) 0.2 110" 0.3 and follow to the end. Take a left onto Main Street. CROSS SECTION OF FLOW DIFFUSOR Take a right onto Parker Road. Take a right onto TEST HOLE-7 West Bay Road and continue as it bears to the left TEST HOLE-5 EL.9.0 TEST HOLE-6 EL.8.0 EL.8.5 NOT TO SCALE and becomes Bridge Street. Follow over the draw bridge A LAYER 10YR 411 A LAYER 10YR 4/1 DARK GRAY. DARK GRAY LOAM to Oyster Harbors Gatehouse. Continue straight, and 8" LOAMY SAND 8.3 8" LOAMY SAND 7.4 14" 73 then bear left on Oyster Way. Take a left onto B LAYER 1 OYR 5/6 C LAYER 10Y 614 YELLOWISH BROWN YELLOWISH BROWN LIGHT YELLOWISH BROWN Indian Trail. Site is at the end. House #8. 28" SAND 6.7 28" SAND 5.7 SAND C LAYER 10Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN T SAND SAND 36" 6.0 25 GALLONS GONE IN 10 MIN. 96" PERC RATE<2 MIN/IN(LTAR-0.74) 1.0 90" 0.5 74" 2.3 SEPTIC NOTES Mean High Water L 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours SITE PASSED (25/APR/2000 �� Prior to Any Excavation For This Project the Contractor Shall Make (EI=1.8' NGVD '29) X. the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town Mean Low Water ✓ Agencies For Construction Defined by This Plan. (25/APR/2000 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall (EI=-0.8' NGVD '29) Wood Pier L Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 0 El- 4.7NGVD 1 Assure Watertightness. In General,Water Lines Shall be Constructed in Floa /1 J Coordination With COMM Water,and Shall be in Accordance m V r`° With 248 CMR 1.00-7.00&310 CMR 15.00. I ( 4.A Minimum of 9"of Cover is Required for All Components. J 5.All Structures Buried Three Feet or More or Subject L`L to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Finished Grade Over Garage Inlet,Compartment and Outlet,and Pool BoathouseOutlet. Install Watertight Risers and Covers to Within Inlets d Outl d th 6 f F hed Grade Over - -- --- _ an to wi o tm ••.•, `� Cr Over. .•.•, Repairs it l� ` 6"of Finished Grade House Septic Tank -•••••' - '•••• (see SE3-3864) • .. D-Box,and Two Leaching Chambers_ . ............... - _ 7.Septic System to be Installed in Accordance With 310 CMR 15.00& '�• Stone Deck 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \, \ Stone Wall _ =^ =Step= each 1 Sty W/F Board of Health Regulations _-- -- -, - _, B \ 8.All Piping to be Sch.40 PVC. J -- _,` _ Have a Minimum Inside Dimension of 1 d a Minimum -"`_. __� .__� __ _ _ - _ _ � 9.D Box Shall 2",an um y Bootho 10wellingF '� _ -_ - - --:--_-:.. - Sump of 6". se � Q 5 2%�GVD FF=7.9' NGVD, � =9 - ' _ - -•_ •.- 10.The Separation Distance Between the Septic Tank Inlets and a Top of Coastal Bank ,, - -- - oo� 8.. ..4, tair R m Q Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend As Flogged Lawn - - -_�` 3t\Ir;\_ -- a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 24" Patio Below the Flow Line for the Main House First Tank,14"for the Main eea House Second Tank,19"for the Pool and Garage Tanks. Main House ch Tees Shall be Equipped With Gas Baffles. Pool and Garage Tees Shall 5 X \l�` , o / 0 3, \\\ \ \ Be Equipped with Department Approved Effluent Filter. Paved ( k o Lath Parking O ) J > v d p io' J�A gOOOS k \ 0�40/� )� .'• al �-}" r-/ � _iQt. i `mil '' _ .. -__ _ \� .' ,�.-� '. \ Sr\ Cole" LP \- s pafiaedeoa� •• �p a Tank >( �iBA�Tsy ��rFO ' Lawq \\ \ \ f� \ O D) PRONTO W EJE IN `y � '• \ 'o SLEE AS RE i ` \ �. ✓�-- ' "-- � .� �_ _ ,.. 9 O � 900oq0S 90 CiO CyF � l� A \\ 'jOyFO O��jCS� Lawn \ o; a, do 1p O e i i i J S S 1? A ti LPG r _..... \ s \ Oy0 �%O Ca LL \ Beach •/ �(- /��� �� _ --`t-_ ,� `_ � - - D.. FEMA Zone Lines _ a / ` as Shown on l FIRM y i v , \ t o Panel 250001 0018 D -� _ 0 5 > l one # Fence _ a \ Plcke \ \ e m \\ Rev July 2, 1992 ---- �� Lawn �� _ \ )...... IMM 6� Lawn G/+ `G pt' 60 1 �- 50' / � O � it � ^ den � / � • 128, 154�F 2.94±Ac u�c nd- - O - K, / P Landward Edge of N ,E0 \•' 2, t Lad a Edg I 153,� .�f,4 c to MLW o to ° RT NT 1 o/$� ��G \ / oostol Dune \ n Z C 0 \ As Flagged I 5 2 Sty W/F Y Carriage House k \ 28 R LCB S �L� \ I m .� » e So Lot 8 Sill E1= 5.6' ; 6 PR Q(t(\o I I p � �205.51 / awn ... - - � 72��' ; �`�'� a 4 �' h.. \ °RF��. PR Q ° o •' \� 130,228fSF 2.99tAc upland L 40• / /. ® B/ --_ ° 282 274±SF 6.48±Ac to MLW \ I 0000 - - /9 Lawn 14.. \\\\ F \ / `6I O I Paved W Drive k �ioY \ l 17'5� 5, \ S \, . i I _ /' i +\+ E���gR 0 Sand Replenishment _ .900.00, cry \ �' `F / I ti �a�gE & Grass Planting 14 32 `/ // (see SE3-3745) i 0 0 oXoo X. / Pool House F.F. EL. 10.00 Garage Slab EL. 7.50F.G. EL. l O.Ot Pool X. a__ \ ROP. S t1 cJ -_-, /t F.G. EL. l (Garage) P P `M i 0\ __ EL. 9.00 (Pool L. 5.50 (Garage 2 EL. 8.25 (Pool �o(� EL. 5.25 (Garage) Septic Compartment P Net Volume 1.500 Gallons. C ReBar *10" Tee's on o D-Box �`� , \ ` I \ l EL. 7.75 (POOI) Compartment Inlets ` \ ! 1 ®nd //,..••••••••..,• EL. 4.25 (Garage) •19" Tee w/Effluent's ` I 10' on First Pump / Compartment Outlet Compartment 10� *Compartments Shall be Net Volume Locate Junction Box Interconnected w/ 4"0 500 Gallons Outside of Tank BOUYANCY CALCS Vented Inverted U Shaped See Detail n. a Z 2,000 Gallon H-20 Septic Tank Pump Power & Float Control Pipe Cables Installed/n Accordance Waterproofed/Sealed With Federal, State & Local ?� Dry Dead Weight=25,080 LBS / Two (2) Coats of ApproveEli Bldg. & Elec. Codes Uplift=64 LBS/FT(6'X I F)=4,224 LBS/FT Seclon t Alarm To Be On Separate v'� �/�/ Service From Pumps �, / Mean High Water 4,224 LBS(2.07--1.83')=16,474 LBS EL. 1.67 (Pool 25/APR/2000) 1/2"m Galy. Pipe Z - EL. -1.83 (Garage) For Float Support 1 DEVELOPED PROF, DESIGN OF 5'- o - /�\try, (Ei=1.8' NGVD '29) DESIGN DATA PROPOSED 2000 GALLON �e �) / Single 2 COMPARTMENT H-20 TANK 4"m Sch. is PVC 24"m Opening Above �� \.. / g Y From Septic Tank For Manhole P / / Me Low Water Frame & Cover �� �` / / 25 APR 2000 11 Bedroom Main House Compartment ! 2 Bedroom Garage (2 REQUIRED) F - 1 Bedroom Pool House / -- -„, -' `<>' �/ .•}� i / (EI=-0.8' NGVD '29) /�. Total=14 Bedroom @ 110 GPD NOT TO SCALE ���-10� � No Garbage Grinder - LCB Total Daily Flow=1540 GPD PUMP COMPARTMENT PLAN VIEW DETAIL Fad . / - ' ••,,1iL °`r '.� / SEPTIC TANKS NOT To SCALE /' . ' e 0 Legend: �. �S Sewer Manhole Main House: i �a0 i� First Tank 11 Bedrooms X 110 GPD X 2=2,420 Gal Conduit Thru Chamber For ® Electric Manhole Use a 2,500 Gal Septic Tank Power & Float Cables / W / ��.' � Telephone Manhole Second Tank 11 Bedrooms X 110 GPD=1,210 Gal Finished 9"Min. �- . Grade Cover � � � / Drain Manhole Use a 1,500 Gal Septic Tank @el 0 Water Manhole Garage: _.. ;.. 'Ari: .... \ _ �/ Mlsc Manhole - 2 Bedrooms X 110=220 Gal Min.Tank Size 1,500 Gal 4"m S'Se is PVC From Septic Tank 1 ` ® Drain Use a 2,000 Gal-2 Compartment(For Pump) Compartment \ ° INV. EL. 7.50 Pool h i rill 1 "m H 1 •,"• Hydrant Pool House: EL. 4.00 (Garage) For To roll Box \ Hose Bib 1 Bedrooms X 110-220 Gal Emergency Storage Min. 2' Cover Q Dill Hole Mim Tank Size 1,500 Gal Volume 375 Gol..t O CB/DH Use 8 2,000 Gal-2 Compartment(For Pump) Alarm On EL. J.42 Garage `� I In o se/DH LEACHING AREA FOSch Pumps On Off EL. 3.67 Pool e Cedar Tree 1540 GPD/0.74(LIAR)=2,081 SF Required EL. 1.17 Garage PVC (��S r o Threaded Pipe Bottom Area Only=24'X 87'=2,088 SF t�jH OF Mqs yam' S Check Valve 9 Deciduous Tree LEACHING CHAMBER DESIGN JOHN C. cyc EL. 1.67 (P°°') " All Pipes to be Schedule 40. Use 'DEq EL. -1,83 (Garage) Q 18 Flow Diffusers in a 24'x 87' VIL r-I„ Secure Pipe at Top & Plan 1 V W Double Washed Stone Fields as Shown. Bottom of Chamber Stable Bose °Cad „ Coniferous Tree 1or H.P. Myers Pump terror ��p tWWS the OW60etar Scale: 1 - 40 EP�O �Q or Approved Equal* must Camino 1 Gbr 11Sd wty of trig mn ow /ONAL NG\ Exbft El�o6kd Swwo, # Light Post Wetland Flag WateUpdate Septic PUMP COMPARTMENT SECTION DETAIL O VentrPipee (round) Switch To Flow Diffusors DATE: 05109113 - -25- - Elevation Contour ......S....... Underground Utility Line Add Septic DATE: 11 19/12 NOT TO SCALE Relocate Gazebo Per ConCom REVISION: & Update Additions DDAATE: 11 09/12 TI TLE: Site Plan ' PREPARED FOR: NOTES: 1.) The existing conditiond information shown was obtained from a Proposed Impro vements Sullivan Engineering Inc. Capesury Indian Point Incorporated conventional on-the-ground survey performed on or between Engineering, 7 P 20/APR/2000 and 10/MAY/2012. At PO Box 659 7 Parker Road , Box 2106 0 s ter Harb ors Osterville, MA 02655 Osterville MA 02655 y 2.) The datum used is NGVD '29, a fixed mean sea level datum. � Osterville, MA 02655 8 /ndiar� Trail (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 3.) The lot lines shown were created by an "Approval Not Required" plan copesurv@capecod.net (ANR) endorsed by the Planning Board on 04/NOV/2005, and is pending j decree by the Mass. Land Court (case #24525C). BA RNS TA BL E Oster Harbors MASS y Draft: JOD Field: RRL/WHK 40 0 20 40 80 160 DATE: SCALE: �� Review. PS COMIC.: RRL Cn Oct. 16, 2012 > = 40 p �' Pro jec t: 99010 Pro jec t: C405 ' REFERENCES: cotuit r Street / Bay � Bridge I r Land Court Case # 15354-133 & 245258 r? Little Island ` Cert # 94809 esT i d a I a Doc # 135849 o , o ZONE: West Bay RF-1 Indian \ c Area (min.) 87,120SF (RPOD) o, �0, \ Frontage (min) 20' �� Width (min) 125' Locus l Setbacks: % Front 30 \4� * Seapuit River \� , SveView Side 15 .1pui , Rear 15' peod Neck Nantucket Sound l FLOOD ZONE: Location Map 1"=2000'f 0 Zones B, A11, A 14, & VI 7 Mean High Water L Community Panel No. ASSESSORS REF.: (25/APR/2000 �� �, 250001 0018 D p # Ma 091, Parcels 001 & 014 (EI=1.8' NGVD '29) July 2, 1992 Mean Low Water Ni (25/APR/2000 OVERLAY DISTRICT: EI=-0.8' NGVD '29 Wood Pier ( ) AP - Aquifer Protection District El= 4.7 NGVD Float DIRECTIONS: m a From Hyannis - Take Route 28 towards Osterville; t Take a left onto Osterville West Barnstable Road D and follow to the end. Take a left onto Main Street. Take a right onto Parker Road. Take a right onto O West Bay Road and continue as it bears to the left and becomes Bridge Street. Follow over the draw bridge to Oyster Harbors Gatehouse. Continue straight, and ......... . .• - - - Boathouse then bear left on Oyster Way. Take a left onto _ �- Repairs Indian Trail. Site is at the end. House #8. - ........ - _ (see SE3-3864) Stone Deck Steps Beach 1 Sty W/F Boathouse • � =5.2 NGVD - - . ...... ## = _- Wooa�' R m Top of Coastal Bank - — oo�. tair R m Wood J _ As Flagged — — ath_ — Stairs �cz Lawn -- D anding C 6 n • eo Lawn 10 \l ,..� �e �pL KKMZ)IC�D \\ SaIt 0 \ sF Lawn �� C d \\ tiFo sus,p o 0o s'a \ y 0o c/0 A,io op0yFQ o� oos 90 \ Lawn �� `J'� J ) '1 Doti o QorFQ Q Beach It _ 6 O %\ \\ o Garde-.QU, C \ / 50' �J I FEMA Zone Lines IL Lawn ri 10p as Shown on FIRM J r # 5 018 D Picket Fence - R 1992 D m� Rev July — o--o-—o I � y1 y' , Panel u 1 2 ' j Lawn I �/ Vo`1 m� 3. �Q I / R E \ �. . . l k Lawn l ,�, �� �,f---- 50' ----- � C Landward Edge of r O� C '� '�/ � oostol Dune I As Flagged I l � J 84' Lawn �J r Z - :86• �� ,-r� Lot 8 -fin ' N N 6,°43 4 0 Fnd Lawn C �' e * ��� �, 130,228±SF 2. 99±Ac uplon d `- o t 72. '�- �o` �oPQ9'•xx \ 282,274±SF 6.48±Ac to ML W l � . � � F cry \� qp-0 Sand Replenishment �o & Grass Planting (see SE3-3745) o C- C) S P11`e Legend: Z��� _,_. .1 ReBar c� ��`' 100 .Fnd l............... 0 Drain Manhole \ 0 c n' 0 Sewer Manhole 'J Electric Marhole / I !; T eieph one :'Aanhoie ,\ � . Q ) ,Va,er Moi,hole j j 0 Mis ' Manhole I;✓ ® Drain Hydrant i L - Mean High Water � Hose Bib 1 `/ 251APRI2000) O Dill Hole I� f (El=1.8' NGVD '29) � CB/DH � Dc O o SB/DH �e �O 0- Mean Low P / j Cedar Tree 251APRI2000)r _ (EI--0.8 NGVD 29) I LCB / Deciduous Tree X. Fnb / 0 / + Coniferous Tree i aAe W / / Light Post Wetland Flag OO Water Gate (round) r \ O Vent Pipe ��l' f • �� ---25 Elevation Contour S Underground Utility Line I ` � i • all, Update Garage Location, House Patios & Pool Area DATE: 08107113 Convert Portion of Patio to Porch, & Update Garage & Pool Area DATE. 03107113 Relocate Gazebo Per ConComFREVISION: & Update Additions DATE: 11109112 _ TT/ F_: ; PREPARED FOR: NOTES: Site /'/ate � i.) The existing conditiond information shown was obtained from a Proposed /rnprovemer�ts Sullivan Engineering Inc. CapeSury I Indian Point Incor orated conventional on--the--ground survey perforrned on or between , > P 20/APR/2000 and 10j MAY/2012. PO Box 659 7 Parker Road 3120 Kennett Pike _ /� Osterville MA 02655 2.) The datum used is NGVD '29, a fixed mean sea level datum. At Osterville, MA 02655 - Wilmington DE 19807 ° /r�diar� Trail (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 3.) The lot lines shown were created by an "Approval Not Required" plan W copesurv@copecod.net (ANR) endorced by the Planning Board on 04/NOV/2005, and is pending decree by the Mass. Land Court (case #24525C). BA RNS TA BL E Oster Harbors) MA SS - - --- -- y / Draft: JOD _ Field: RRL/WHK _ 50 p 15 30 60 120 � DATE_: SCALE: �� Review: PS Comp.: RRL Oct. >6 20>2 > =30 - - - —-- i ' Project: 99010 _Project: C405 REFERENCES: Cotuit:::::::: � Street ✓:..::. Bay.::::::::::! Bridge t: r Land Court Case # 15354-133 "` `` ' f 4 Little Island & 24525E .............. See Note 6 ltyp.) Cert # 94809 , F.G. EL. 12.75 ::::::::::: .-.: '::v: :::::::::::: F C FI 11 00 Min 13 25 Max Doc # 135849 o ` � : Flow Equilizers °� I As Required Flow Equilizers �:::r; :i?:::::.;>::?:.......... ::::::::::::::::: EL. 11.50 (DWELLING r As Required v° !: `: y:iii EL. 12.00 GARAGE EL ( ) 3500 Gallon �........................................... o I:: :.:.. Installer To H-20 EL. 10.75 EL. o \ Confirm Prior 2000 Gallon Toa EL. 10.25 0 - Septic Tank H-20 EL. 1 .25 H-20 ZONE. a t:;:::::: To Any Work E 1: Septic Tank D-Box L. 9.58 ................ ................. .................... 1 H-2o RF-1 /n \\� 1.:::':.west..Bay.'.*.*.*.*.:`.,-: EL. 9.2 TH Leachin lion \ . . � r <o chamber Area (min.) 87,120SF (RPOD) , 1 0, o� v F..:::.::::.::.::. . g ........... Frontage (min) 2 .....Bedding,"T"s Inspection Port, ..;:.....:.F�FCtS}1A.YLCE.... eiTlCtie;BC;R2-2tleE`.: .. PERC TEST: To Be Installed On p :: - p. °� Width (min) 125' f & Baffees k{F a}its.....il..............................................: Ala a ompac aBase as Per Title 5 ui Setbacks: , :37t�..fJtttsar-,.F�tn7ekac..+�f...T!t�..SYsTem:: :'. -� I.... ........................... PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING , * �.1 �. ., SOIL EVALUATOR NO.13,586 Front 30 4::�:._:.:� ._..::- - -:::�, =:\ Seaview 1. 7 , F: Seapuit River:::::::::::. ve WITNESSED BY:DONALD DESMARIS,R.S.-TOWN OF BARNSTABLE Side 15 �' y`- - i Groundwater -" _ _- OCTOBER 18,2012 , - Per Test Hole 4 _ Monitoring Well Rear 15 De Neck - `_y �1 : / - - DEVELOPED PROFILE OF SYSTEM - TEST HOLE- 1 TEST HOLE-2 - Nantucket Sound ..................... EL.12.5 EL.11.5 -:.- :::......::...........::::::::::......:.:::.:: :: .:::.:::.:f. NOT TO SCALE ..................... A LAYER ........... .... 'L hYEA 7:0Y.. Z':: . ��Yp;; � �;; ��� s��o;� Location Map 16": .:.: a; ;ADD:::::::: : : 11.2 8" LsA 10.8 FLOOD ZONE: 1"=2000't g:GAYEi;1D 4f6:::::::::: g F:AYER 1OYR:d76.::::.: ::: DARK YELLOWISH BROWN..:.. ..DARK FELLOWISHBRGWN ............................ _._.._..._._..._..... - 28". SAND. 10.2 22" SAND'. 9.7 Zones , C LAYER 10Y 6/4 C LAYER 10Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN A 14, & V 17 SAND SAND ASSESSORS REF.: 6 PERC TEST 9.5 Community Panel No. 25 GALLONS GONE IN 10 MIN. 250001 0018 D 1261 PERC RATE<2 MIN/IN(LTAR=0.74) 2.5 138" 0 # Map 091, Parcels 001 & 014 NO GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED July 2, 1992 Finish Grade TEST HOLE-3 EL.9.5 TEST HOLE-4 EL.9.5 A LAYER 40YK-3/2 " A XM- ipYlt . 3' Max. _ I 9" Min OVERLAY DISTRICT. VERY DARK GRAYISH BROWN. VERY DARk GRAYISH.BROWN Compacted Fill Filter Fabric AP - Aquifer Protection District 16" I OAMY SAI3D 8.2 12" .....::: ..... 8.5 And Or B LAYEA 19YK 7l8:::::: D.I AY>R k9'i R S/8:::::::::: YELLOW SANp... ... Pea Stone 20" 7.4 16" SA?3D 8.2 C LAYER 10Y 6 3 C LAYER 10Y 6/3 3 DIRECTIONS: PALE BROWN PALE BROWN Double - 1 1/2" LEACHING 'Double washed SAND SAND CHAMBER srane From Hyannis - Take Route 28 towards Osterville; 3 " PER .74 West o�yy Bay 25 GALLONS GONE INIOMIN. Tllllll � Take a left onto Osterville West Barnstable Road 1121 PERC RATE<2 MIN/IN(LTAR=0.74) 0.2 110" 0.3 4 - 10� and fallow to the end. Take a left onto Main Street. GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED 12' - 10" - Take a right onto Parker Road. Take a right onto CROSS SECTION OF CHAMBER West Bay Road and continue as it bears to the left TEST HOLE-5 EL.9.0 TEST HOLE-6 EL.8.0 and becomes Bridge Street. Follow over the draw bridge J5ARK. to Oyster Harbors Gatehouse. Continue straight, and DARK ERAS DARK GRAY NOT TO SCALE y g g^ LOAMY SAND 8.3 8" ioIYsaN>x 7.4 then bear left on Oyster Way. Take a left onto B�acY> c�oYx:s<r.= s:cnIoims/6 Indian Trail. Site is at the end. House 8. .. ..YELhoWlSx:aRawN.::: ..:. Ykx L:Qw15}I 8R4a{� 28° SAND 6.7 28": S 5.7 C LAYER 10Y 6/4 C LAYER 10Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN SAND SAND 36" 6.0 25 GALLONS GONE IN 10 MIN. PERC RATE<2 MIN/IN(LTAR=0.74) 1.0 90" 0.5 O DESIGN DATA 96" 7 GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED (p Mean High Water Single Family SEPTIC NOTES SITE PASSED (25/APR/2000) �� I I Bedroom Main House 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours (EI=1.8' NGVD '29) 2 Bedroom Garage Prior to Any Excavation For This Project the Contractor Shall Make 1 Bedroom Pool House � the Required Notification to Dig Safe(1-888-344-7233). Mean Low Water ✓ Total=14 Bedroom @ 110 GPD (25/APR/2000) No Garbage Grinder 2.The Contractor is Required to Secure Appropriate Permits From Town (EI=-0.8' NGVD '29) Wood Pier Total Daily Flow=1540 GPD Agencies For Construction Defined by This Plan. p E/= 4.7NGVD Use a 3500 Gal Septic Tank 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Float And a 2000 Gal Septic Tank Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to (2 Tanks Required for Flows over 1000 Gals) Assure Watertightness. In General,Water Lines Shall be Constructed in m Coordination With COMM Water,and Shall be in Accordance . . . . . . . Float With 248 CMR 1.00-7.00&310 CMR 15.00. LEACHING AREA 4.A Minimum of 9"of Cover is Required for All Components. 1540 GPD/0.74(LTAR)=2,081 SF Required 5.All Structures Buried Three Feet or More or Subject Sidewall=2(12'-10"+59')2'=287 SF to Vehicular Traffic to be H-20 Loading.It is the Engineer's - - O Bottom Area=(IT-10"x 59')=757 SF Recommendation that H-20 Always be Used. \ . ' Provided=1,044 SF each 6.Install Watertight Risers and Covers to Finished Grade �- - - Boathouse Total=2 x 1,044 SF=2,088 SF Over Septic Tank Inlets and Outlets,and to with 6"of Finished - - Repairs Grade Over D Box and Two Leaching Chambers i see SE3-3864 ( ) LEACHING CHAMBER DESIGN 7.Septic System to be Installed in Accordance With 310 CMR 15.00& _ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable �„ "�•---.�, Stone Deck ` _ - All Pipes to be Schedule 40. Use Board of Health Regulations. __ ___- ' �._. Steps 2 Fields w/6-500 Gal.Leaching Chambers in 8.All Piping to be Sch.40 PVC. Stphe Wall \ ''--ti = _ _ Beach 1 Sty W/F 12'-10"x 59'Double Washed Stone Fields as Shown. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum n»� -- oa Boathouse Sump of 6". Y /F _ _ __ _ 10.The Separation Distance Between the Septic Tank Inlets and FFD7 g'ng --- - Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend NGVD, Top of Coastal Bank - oo ' ai R m o� a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" As Flagged Lown / - - - �r `- - Below the Flow Line,and Shall be Equiped With Gas Baffles. Patio nding \ \ ~ \ \ \ Beo Lawn, oh 5' �l �/ ' p°o 7 \ \ \ \ ed rl O` a / r (� k \ r .p \ rk v �\ r dG'Oxl - a Ba __ � .••,c ' .ter i o r� ti PO 'O LPG 4 a fro Tank � fig, x ° �s 9� > ;•- \ \ Q � � ncr ' J\ ow y�y SFo d'ti ock \ \ \ rir it ep;' a C A� 1p Beach or 5 �J G d ^ / FEMA Zone Lines � / f•r- 100' as Shown on FIRM a t Picke Fence _. //j / Panel # 250001 0018 D r� . ,, _- ` _ e �, >> \ Rev July 2, 1992 Lawn �av1 mf i QD 10 ITI o - _. k 5� Lawn . \ :, p � �- 50' / dell 128 15 F 2. 4fAc u�an - - o \ "� / \ / � Q• \ Landward Edge of 1 3 ��F-3. fAc t0 ML W L sF / As Flagged \ 1 O t!) �i .pl. \ / Coastal Dune I 5 \ ; z 4' La ,'o J 1411 2 Sty W/F '1 , 2 ' -. / Carriage House k \ �6 8 R 9 \ LCB \ S \ P�( ` I m Sill El= 5.6' 2 » Fnd 4l 0 0 I L \ c Y N N g 4 40 l �... R QP� of 8 Ia° �205'S1 sawn \ l o��� QR 6� � 130,228±SF 2.99±Ac upland - v o°O -; L �gq.0• � ® � ,�-„ ___�..._ \ * � B/ 72'�� � a �. _._� \ otio� l Sao 282,274fSF 6.48tAc to MLW I I Paved O� Lawn C._ _- \ I Drive k d Woy \� � ' % P e , ''%`. \\ \'gyp-,••.. �. /�1 � ;� � _ +\ I 'O�OJRS O \ : n 7"5 �� ��Oo �y61 00 Ocry \� s / \ _ �� San Replenishment 0• 1 A a �0 ................ . & Grass Planting 3 / t% (see SE3-3745) Q O`� OR I \ J _..._ D V «> / o fan /ReBor Fnd / 1 O 10 1 / i - -f�-uf', \� _ I 1 CPS 1'-�• / :' � � / r \ ` ' Ask a / :'n�� / `fl ,Z Mean High Water \oo / o' / / (25/APR/2000) kc?1,j9sc�a z•t>-o �l (EI=1.8' NGVD 29) i 1A , 'O 10' 0/ a I ��� MI 0. Mean Low Water (25/APR/2000) - f (EI=-0.8' NGVD '29) Le nd: ;o \\`, - LCB (3 Sewer Manhole z �A mc,� cyr i ® Electric Manhole FrYB Telephone Manhole G Drain Manhole 12'- t ' N ® Water Manhole o L. . / aAg is el Q Misc Manhole , o `NJ 0 Drain ' (� i -°' Hydrant v '} �+ � Hose Bib o OQ Dill Hole 1 ' 22 ' ' ♦ \ V r; _ � a O CB/DH o SB/DHiLo a Cedar Tree mms `O �O `y m `O Lawn l cm� cn z > VV m O Deciduous Tree o F / \. Coniferous Tree °y Plan View >� Light Post � � J H C. G � Wetland Flog \ `n 12'-10' ta- EA 'k ® Water Gate (round) �� �L Cam„ " - ' - i ..• -•� -- _. � � �� Scale: 1 - 40 O Ven t Pipe - -25- - Elevation Contour Cc ...S........ Underground Utility Line Septic Detail GiSTL FSS/ONAL ENS\ Scale: 1 " = 20' Add Septic DATE: 11119112 Relocate Gazebo Per ConCom REVISION: & Update Additions DATE: 11109112 TI TLE. Site P/an PREPARED FOR: NOTES: 1.) The existing conditiond information shown was obtained from a Proposed Impro vements Sullivan Engineering Inc. CapeSury Indian Point• Incor orated 201AP I of a the-1oun�survey performed on or between � I P 20 APR 2000 and 10 MAY 2012. At PO Box 659 7 Parker Road Box 2106 Oyster Harbors Osterville MA 0265� 2.) The datum used is NGVD '29, a fixed mean sea level datum. Osterville, MA 02655 j Osterville, MA 02655 ° 8 Indian Trai/ (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax I 3.) The lot lines shown were created by an "Approval Not Required" plan copesurv@copecod.net I (ANR) endorced by the Planning Board on 04/NOV/2005, and is pending decree by the Mass. Land Court (case #24525C). BA R/VS TA BL E Oster Harbors) MA SS y / Dro ft: JOD Field: RRL/WHK 40 0 20 40 80 160 DATE: SCALE: �� 1 Review: PS Comp.: RRL Oct. 16, 2012 > = 40 Project: 99010 Project: C405 \ v • • - \ \\ \ \\ Float i • ND IN \ / N. \ \ 0 o GJg \ \ • .1 C/0-4LD • Ste/ NN Beech 7. Ught / \ \ \ \ ( + •+. . \ ` Float i - ,, \ \ �, �� '\ LOCUS PLAN Scale:1 200d 'Q Assessors Map 91 Parcel 001 AO �, \\\\ , _ - i \, , \• — •—Elevations by Sullivan Engineering SCOPE OF WORK 1• \- �. \, \\ Post Beach Nourishment(07/20/01) _;3 The Repair of the Boathouse will Include: 010 14 \ •�• � \ — both sets of stairs down the bank PROPOSED —Elevations b Ca eSury 1) Repair/Replace � � ) Y P 4 2) Repair/Replace the ramp down the bank / 4xa FOOTuvGs• \ • �• \ \ 3) Repair/Replace the timber retaining wall under the stairs �� PROPOSED 4) Repair/Replace foundation as required '+f �� BOATHOUSE''~-.:� •.� \ \ REPAIR \ \ \ 5) Replace the deck Footprint to remain the same PROPOSED (SE\scoPE OF woRx>\�, - Deck spacing to remain tight 4 1wnbor 90�' \ 6) Add ejector pump to the existing septic system EJECTOR PUMP \ \ \\ ti` Under s \ \ 7) Add 4X4 footings to reinforce the foundation ear nMt,.r B`t kh"°d \ �_ ,` Landing i \ \ \ \ \\\\ \ \ \ \ \ \ \\ N. \ o 00 — \ \ \O\ \ \\ \ � \ \\ .. °. EXISTING �. - SEPTIC#93-116 \ \ \ \ I 1 \\ I 1 Gordan a s \ \ \ \ \ I \\ Areasuurmg PETER io•vimCIVIL 1 \ \ 1 \ Directions to Site: From Hyannis—Take Route 28 towards Osterville;Left onto Osterville West Barnstable Road and follow to the end;Leh onto Main Street;Right onto Parker Road;Right onto West Bay Road;Bear left onto Bridge Street and go over the draw bridge;After going through the gate for Oyster Harbors stay on Oyster Way,At the stop sign go left onto Indian Trail;Lot is at the end on the right. Title: PREPARED BY: PREPARED FOR: Notes/Revision: Lf PROPOSED BOATHOUSE o INDIAN POINT INC. 1 The property line information shown was compiled Sullivan ]Engineering, Inc. Qbp����� � from available recordp information and does not REPAIR 7 Parker Rood 3120 KENNETT PIKE ,-* AT PO Box 659 represent. an on the ground survey. Osterville, MA 02655 Ostervllle MA 02655 INDIAN POINT WILMINGTON, DE OSTERVILLE, MA (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox - - The topography and detail shown was obtained o - -- - by conventional survey methods. 20 0 10 20 40 8o Fleld: RRL/MHD/WHK Draft: RRL The datum used is M.L.W. Date: Scale: Comp.: RRL Review: June 27, 2001 1 —20 _ - Prot # C-405.2 Drawln9 # C4052 2b