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0111 IRVING AVENUE - Health
111 (cottage) Irving Avenue Hyannis P A = 287 065 'x i r. i� E fl a fl ppF�� G v, a i TOWN OF BARNSTABLE is LOCATION / SEWAGE# ;VILLAGE Waa7t4C,O ASSESSOR'S //MAP&PARCELo497- OG.3 p II��JLS NAME&PHONE NO.C�lyaa rX SEPTIC TANK CAPACITY 0 O D LEACHING FACILITY:(type) NO.OF BEDROOMS OWNER 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 'itietS official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Properly PLE ^ ( Owrefa Nartm Cky/fawn Stela Zip Cotla Wroaflmpapbn D.System Information(Cunt) Sketch of Sewage Disposal System:Provide a A"of the sewage disposal system,including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet Locate ,,where public water supply enters the bul ling.Check one of the boxes below. I(y han�-s9etch Inthearepafa I,,, I AV .0 ❑drewln attached se �] ( � 1 � 1 1 1 1 Lk t ` Od54'7—ode I i _ Pc- A. S9_Ze B•Z 30-9" i (IC el A•3 4S- 3.3'5A='S" A-S 90-6' S-E 1 lb-©p:+(z, Vq tJ f1)W fUL{i8r�owf9 4 Commonwealth of Massachusetts Elm Title 5 Official Inspection Form M aP 2�7� ads Subsurface Sewage Disposal -g pos I System Form-Not for Voluntary Assessments 1 I lid 1Ar4 4tlir 40r 14 y�l" 'Ls P % Ma 02641 Property Address . M Jl9&Q yr M t)hA<tj S-L—T'Ru sT �� alb �A1 4&rl1c-`{ Owner Owners Name I information is eve 3 O U"I syPJQ-Lt Fj Jef-66, Af J`J requiredevery 7 _ O(7) —.1^ 1 IS-— page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way.Please see completeness checklist at the end of the form. Important:When A. General Information f� filling out forms I on the computer, use only the tab 1. Inspector key to move your cursor-do not key the return Name of Inspector y �A 5 51 yy Q.�1 q � VQ Company Name FP eey'X Company Address City/Town State 5-0 �J— — 3`l9 Zip Code Tetep on bers,_, _ 2e� license Number B. Certification I certify that I have personally inspected the sewage 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 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 to Section 15.340 of Title 5(310 CMR 15.000).The system: Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority Inspectors Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. 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 the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. ""'"This report only describes conditions at the 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. t5ins•11/10 Title 5 Official In apec6on Forth:Subsurface Sewage Disposal System•Pape 1 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments A k Property Address Owner Owner's Name Information is required for every Z'''Ln�S 1:a4j-*-Jr 4Z� page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) 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: n EN41 Y-e 5 I 54-2 Cj\ 04 IL V � Y Z B) System Conditionally Passes: ❑ or more system components as described in the"Conditional Pass"section need to be replac r repaired.The system,upon completion of the replacement or repair,as approved by the Board o ealth,will pass. Check the box for"yes ," o"or"not determined"(Y,N,ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 2 ars old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration o iltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with mplying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally und,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is ailable. ❑ Y ❑ N ❑ ND(Explain below): I i tsins• of o Title 5 Official Inspection Farm:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal SystemForm-Not for Voluntary Assessments k<< Property Address =tr%f--mj � J.e 'vu +'Ltttetp IY� S�,I Owner Owner's Name information is 14 ��� 5 0 �,,r-- � � �q J /S— required for every page. Cityrrown tState Zip Code Date of Inspection B. Certification (cont.) 1/A B) System Conditionally Passes(cont.): !! Observation of sewage backup or break out or high static water level in the distribution box due t as 'roken or obstructed pipes)or due to a broken,settled or uneven distribution box.System will p spection if(with approval of Board of Health): ❑ bro pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is oved ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leve or replaced ❑ Y ❑ N ❑ ND(Explain below):- El The system required pumping more than 4 times a year due to br n or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND xplain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Exp in below): 1 C) Further Evaluation is Required by the Board of Health: ❑ beqptions exist which require further evaluation by the Board of Health in order to determine if the sy is failing to protect public health,safety or the environment. 1. System will pa ess Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the syste t functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface wa ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or marsh t5ins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Pape 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Forst-Not for Voluntary Assessments Property Address,}— r �V D Owner Owner's Name information is �` required for every 1A V Z K Yt % y �" M2 C5474 �— page. City/Town f State Zip Code Date of inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier,if any) termines that the system is functioning in a manner that protects the public health, sa and environment: ❑ e system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet o surface water supply or tributary to a surface water supply. ❑ The s tem has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system s a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic to and SAS and the SAS is less than 100 feet but 50 feet or more from a private water sup well". Method used to determine distan **This system passes if the well water analysis, p rmed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence o monia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"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 ❑ to 91L Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool II Liquid depth in cesspool is less than 6"below invert or available volume is less ❑ �i than' day flow t5i"s•11/10 Title 5 Offldal Inspection Form Subsurface Sewage Dlsposel System•Pape 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address TILAA 4041 _QTt Nk40 r-7 _Trz t� Owner Owner's Name information is A '' required for every AAUP-VL page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped: ❑ 09 Any portion of the SAS,cesspool or privy is below high ground water elevation. ❑ glAny portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ Ok Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ]I0/4 Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ 41, Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent 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.A copy of the analysis and chain of custody must be attached to this form.] ❑ �,� The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ The system fails.]-have determined that one or more of the above failure criteria exist as described in 310 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 Systems: To be considered a large system the system must serve a facility with a NSA I flow of 10,000 gpd to 15,000 gpd. For large tems,you must indicate either"yes"or"no'to each of the following,in addition to the questions in on D. Yes No ❑ ❑ the syste . within 400 feet of a surface drinking water supply ❑ ❑ the system is within feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a n en sensitive area(interim Wellhead Protection Area—IWPA)or a mapped Zone f a public water supply well If you have answered°yes°to any question in Section E the sys is considered a significant threat, or answered"yes"in Section D above the large system has failed. owner or operator of any large system considered a significant threat under Section E or failed under S 'on D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should con he appropriate regional office of the Department. t5ins•11MU Title 5 Official In spection Forth:SubsuAaae Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments (I c -Tt;%/(r`+& 44C—..,Ut�-- Property Address II�� _ r TLV t�S(� is►Nf TJO TK L4 E'-,E Owner Owner's Name Information is required for every t/d�4��S .?2 YVL1 l�2&47 page. Citylrown State Zip Code Date of Inspection C. Checklist 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 ❑ ] 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 volumes of water been introduced to the system recently or as part of this inspection? Rh ❑ Were as built plans of the system 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 signs of break out? u El Were all system components, A2 �e 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 tees,material of construction, dimensions,depth of liquid depth of sludge and depth of scum? g� Was the facility owner(� er. c�)provided with El information on the proper maintenance of subsurface sewage disposal systems? The size and location of the oil�VYLSf bsorption System(SAS)on the site has been determined based on:the oil ge 41 a yt 1 TCebSuv-e y4P vl4-(s) ❑ Existing information.For example,a plan at the Board of Health. �f 100 S. ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)) D. System Information Residential Flow Conditions: Number of bedrooms(design): —� Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): ego d tsins•11no Time 5 Official i napacfion Farts:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ] ] ( J.Y2vtr,: E � Property Address Trt Owner Owner's Name v►A infonnation is ��I n t g r/Y Wl U26 'f l required for every p I page. CitylI own State Zip Code Date of Inspection D. System Information Description: 1 Number of current residents: — Does residence have a garbage grinder? ❑ Yes No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes No ((,, Laundry system inspected? El Yes [X No P� A Seasonaluse? Yes ❑ No Water meter readings,if available(last 2 years usage(gpd)): Detail: M t K weal t15 ,c L- l b�ovo Sump pump? ❑ Yes ;4 No Last date of occupancy: t19;nnkn 4V Z° ° Da Co rcial/Industrial Flow Conditions: Type of Establish Design flow(based on 310 CM 03): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft.,etc. . Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? Yes ❑ No Water meter readings,if available: t5ins•11110 Title 5 Of ial Inspection Fomc Subsurface Sewage Disposal System•Page 7 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments it( n2t/1nl 4J� Property Address x T ei m Owner Owner's Name Information is .i_ required for every lta w 11 LS P d v ` _ � S—l S- (( page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Last occupancy/use: Date Other(describe below): General Information Pumping Records: L ��Y Source of information: Was system pumped as part of the inspection? ❑ Yes No If yes,volume pumped: k gallons How was quantity pumped determined? Reason for pumping: Ila:essav!j =gepA-Zta4t j had Type of System: Septic tank, ,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes,attach previous inspection records,if any) ❑ Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Olfidal Inspection Form:Sine Sewage Disposal System•Pape 8 of 11 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �Y Property Address Owner Owner's Name A information Is �4 aa2Ytc.S(?tyN� I'�� 0&.4 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components,date installed(if known)and source of information: >n KF>" trt 1 !S cc*%<-ID(z k bY.Jk 2s.�s wa) Grp y�w•k�w�.� Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): r , Depth below grade: feet Material of construction: cast iron 'K40 PVC ❑other(explain): k. nn 1 LJ Jwzy- tt/avfU 4, Distance from private water supply well or suction line. feet Comments( copadition joints, entin ,evidence of leakage,etc.): Septic Tank(locate on site plan): �2 Depth below grade: feet Material of construction: concrete ❑metal ❑fiberglass ❑polyethylene ❑other(explain) If tank is metal,list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes (' NoJ/g. Dimensions: -10dc-s �j-��` � 5�- '1 �f DUO Sludge depth: t5ins•11/10 Title 5 Official Inspection Fome Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Addres- Tt2 Owner Owner's Name information is required for every �1'ttLVl ri 5 C�v�- k— OU+ page. CityrTown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle 4VA Scum thickness Distance from top of scum to top of outlet tee or baffle �VA Distance from bottom of scum to bottom of outlet tee or baffle How were dirpensions determined? ��u�cI gComments ij4in re�mme1n at h!4, nlet' annio t'ee�r baafle`�'co�tion stru ral Irate 't( P P 9 Qu Y, liquid leXeJs as� relate to outlet invert,evidence of leakage,etc.) n 2 �t#�(-•ey�x�t a�/hu✓ntc 11 ( � �1 bdvt�'�G1 -t�.��-�✓►'l.�-� �1.hc�ra1�ca`� n-J-5;l-w -r*-a c . 1.1 �.e r 6. 4-6 (-�✓�(I c'�J al-P� t u t �1 a�vr. -, �a10 c c 2 � o a ., G�1,�►�v�� � Ili �����.e�es Grease Trap(locate on site plan): AMA Depth belo rade: feet Material of construc ❑concrete ❑meta ❑fiberglass ❑polyethylene ❑other(explain): Dimensions: Scum thickness 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: Date t5ins•11/10 Title 5 Official Inspection Fomr.Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address Owner owner's Name information is 11 .ly i k required for every tY/ S�0 V U page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) N� comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, . liquid le elated to outlet invert,evidence of leakage,etc.): lj/A Tt t or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth be grade: Material of cons on: ❑concrete ❑ tal ❑fiberglass ❑polyethylene ❑other(explain): Dimensions: Capacity: XAla Design Flow: Alarm present: Alarm level: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches,etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 151m;-11110 Title 5 Motel Inspection Form:Subsurface Sewage Disposal System-Page/1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments l 1 t ij t trt ti �-yt Property Address Sirvtti�, Owner Owner's Name information is required for every1 f I5 a j' �► du 4 3- l 5 -t 1 page. Cityrrown state Zip Code Date of Inspecxion D. System Information (cont.) u�4—Distribution Box(if present must be opened)(locate on site plan): N qY-6 CIVIlL D;eoto of liquid level above outlet invert Commen ote if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of le a into or out of box,etc.): Pump Chamber(locate on site plan): Pumps I rking order ❑ Yes ❑ No Alarms in working r. ❑ Yes ❑ No Comments(note condition of p �hamber,condition of pumps and appurtenances,etc.): Soil Absorption System(SAS)(locate on site plan,excavation not required): If SAS tWJocated, explain why: 4A .e t� Q mil. VMS-11f10 Title 6 Offiaal Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address Owner Owners Name information is required for every h `S �a — i _t page. Cityr town State Zip Code Date of Inspedion D. System Information (coat.) 1'71 g -T-AlQ Type: �'4k'R Y. % .d s°Js 02- t{ 0 Tc-x 5.3s 12.5z 41-0.� ^g SS,Sx Zp t ' 11111c, leaching pits number: ❑ leaching chambers number: Q tv ❑ leaching galleries number: ❑ leaching trenches number,length: ❑ leaching fields number,dimensions: Cl overflow cesspool number. ❑ innovative/alternative system Type/name of technology: Comments(noteIt Rion Qf soil,signs of hydraulic failure,level of onding,damp soil,condition of vegetation,etc.): ) �Yt o ISM (aulflv J Q ti �`�sYe�ry l�Q_ lha�d �ytc�vtc-� U L I ' a4 S4a\wh l V1 of 4., zl- v '�' au R 0-- ' zNA- t�.e►,c� at� �osStb� vt 4-r , 4— hew hl' Cesspools(cesspool must be pumped part of inspection)(locate on site plan)4)i N�� � 61m�1� �� b�•4-gym �'� . 2�b(d��. � �ti�� rt� m� 'wrZ����.��c�vv�ac.e was pr►sr� alb . Number and con 1 n Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•1 t!1 Q Title 5 Mal Napec6on Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ( kl Property Address 7r2u L ns Jt' Q�-Jox�Tcz-- f>\ Owner Owner's Name information is ,n- required for every h t 3 Get' ld 02.6 4? page. Cityrrown 1— State Zip Code Date of Inspection D. System Information (cont.) 4 Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc. . *lI Pri cate on site plan): �",4 Materials of co ction: Dimensions Depth of solids Comments(note condition of soil,signs of hydraulic fat level of ponding,condition of vegetation, etc.): t5ins•11110 Title 5 Olfidal Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Forth-Not for Voluntary Assessments Property Address Owner Owners Name information is I4y1L required for every page. Cityr rown I State Zip Code Date of inspection D. System Information (cunt.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system,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.Check one of the boxes below. hand-sketch in the area below 1 ' drawing attached separately u A\& (v LJ 1 t ` ad 59,' I � "IT QS t W� A.--Z 34�Z-' g.2 30'_ S" 0 jobr, <<Y 10, / HAIL. i+ l . � (Zo.5) � 1 Vv) ����►�7"�o�f0, t5ins•11M0 Title 5 Mid Inspection Form:Subsurface Sewage Disposal S Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address 1:2151 Owner Owners Name information is !_!• e n n S Ptj 1,t-- lua- OZ&A It required for every ` "7 '3- k'S - t( page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: / Check Slope t D( Surface water jQ'> NaM�7. �ovu &41 r' C_ Check cellar Shallow wells A)1A-77—P_fn t,�a_-�r v VA C');Oy .21. (be 61,9 Estimated depth to high ground water: , g v feet vvl� 4� V Tc '9&4i 5:5 4 o. 0 Please indicate all methods used to determine the high ground water elevat�: ❑ Obtained from system design plans on record If checked,date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: r t �I•lr 0- i S e�- �4S'4 Ig2 t Tv'a' ki e 30 0 2= 1• to,it)= z.3'rq Ld You must describe how you established the high ground water elevation: %TL9 A-,tJ` Q1/QIe+a# +tit HFu/ V%;0 F l �'-o'i J �.o✓= 7•g !o •� a. I o Z' .sz Z•3j A2 Before film this Inspection Report,please see Report pteteness Checklist on next page. t5ins•11/10 7119 5 Official Inspection Forth:Subsurtace Sawage Disposal System•Page 16 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address Owner Owner's Name information is required for every Zri K�S v"�" µ a. OZG A-7 S—t I page. City(rown State Zip Code Date of Inspection E. Report Completeness Checklist �] Inspection Summary:A,B, C, D,or E checked Inspection Summary D(System Failure Criteria Applicable to All Systems)completed System Information—Estimated depth to high groundwater Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file V t5ins•11110 Title 5 Offldal fnspedion Fomr.Subsurface Sewage Disposal System•Pape 17 of 17 n , _ _-,. ._. .... ....,,, .,,. r_ •.._-•- - �... ....� .. ,'•.r--yr r..,}��",_,.,...r.-yam --..r- -..� . y v - r ,. 1/1 No. ";L0 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPYication for Mi!6Poga16V5tem (Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(1+r❑ Complete System ❑Individual Components Location Address or Lot No. /// /)W/A/G &4f Owner's Name,Address,and Tel.No. Mi C-At WA WARS 804r ]!&S Assessor's Ma( p/Parcel ---N �$/� &PS PJ�dQ p�C � Installer's Na e„�Aess_d Tel.No. (���10 ] Designer's Name,Address and Tel.No. 'Oki S )��l 934q m Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterj/ tt�yio�ns(Answer when appli�c/able)) 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 rd It Signed Date Application Approved by Date 3-0-6 Application Disapproved by: Date for the following reasons Permit No. � Date Issued 3 f`i-o r? •. �` „`-� -i� '�'.1.+'.-, �, ,.sue w'°"" 1_, --.�i�.+.ak.•'w-. ��^»+,. l No. Fee + THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: • PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes , 01ppYication for ai*gal *potem"Congtructiou Permit Application fora Permit to Construct O Repair O Upgrade O Abandon(10 Complete System ❑Individual Components Location Address or Lot No. plc U/A./6 /I t Owner's Name,Address,and Tel.No. �C ry r Q rAAi,(lts Parr Tk Assessor's-Map/Parcel �,V r7 �lA� PUhlJX y S Installer's Name;Address�.and Tel._No. Designer's Name,Address and Tel.No.. POPC�X' 7041 V5 Type of Building: b Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) ' .,, Other Fixtures Design Flow(min.required) gpd Design flow provided gpd 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) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in p 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 Health. l / Signed p Date Application Approved by Date 3—"/7-6 Application Disapproved by: _ Date r for the following reasons oO " o�- XX _ a Permit No. a- U r _ Date Issued_.._, 3- 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ' THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ) Repaired ( ) Upgraded ( ) Abandoned(V/)by _ at l 1 l��(e � P L (�' / ��0 has been constructed in accordance `with the provisions of Title 5 and the for Dispo al System Construction Permit No. ;C,0 dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall/hot be construed as a guarantee that the system will functio\gas designed. Date "' /-� J }�"`��'�1 ``� Inspector `.��. ` l . � --- c No. Fee �J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ligogal *pgtem Congtructiou Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) 1 System located at �/ / U/A/G AVE— , P//a""IS POIC T (-ro7-7PC,L,. / 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: Constructio rfiust be completed within three years of the date of this it. Date 7r �` Approved by i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS . ...DEPARTMENT.OF ENVIRONMENTAL PROTECTION MAP �•�� PARCEL LOT TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION RECEIVED Property Address: .1 1 1 Irvina Avenue :-(cottage) Hyannispor:t, MA Owner's Name: Caroline Kennedy MAR 15 2004 Owner's Address: TOWN OF BARNSTABLE Date of Inspection: —/ ---0 ' HEALTH DEPT. � = Name of Inspector:(please print) w j I I i am E_ •Robinson Sr. Company Name: William E. Robinson Septic Service Mailing Address: P O Box 1089 _Centerville,_ MA Telephone Number: (_5081 775-8776 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage 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 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 to SS ton 15340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: I i( Date: -7- The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Heatth*ot DEP)within 30 days of completing this inspection.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 the report to the appropriate regional office of the DEP.The original should be sent to the systcm owner and copies sent to the buyer,if applicable,and the approxing authority. t Notes and Comments ***.*This report only describes conditions at the 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. I Title 5 Inspection Form 6/15/2000 page 1 V Page 2 of l I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropertyAddress:_1.11 _Trying Avenue (cottage) Hyanni sport-., MA Owner. Date of Inspection: Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System � {Passes: - yj 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 components as described in the"Conditional Pass"section need to be replaced or rcpalred.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.' Ans er yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please expl The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unso d,exhibits substantial infiltration or c4itration or tank failure is imminent.System will pass inspection if the exist' g tank is replaced with a complying septic tank as approved by the Board of Health. •A tat septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indic ling that the tank is less than 20 years old is available. ND xplain: Observation of sewage backup or break out or high static water level in the distribution box due to-broken or obs cted pipes)or due to a broken,settled or uneven distribution box.System will pass inspection if(with appr val of Board of Health): broken pipes)are replaced obstruction is removed distribution box is leveled or replaced ND a plain: The system required pumping more than 4 times a year due to broken or obswucted pipe(s).The system will pass ' spection if(with approval of the Board of'Health): broken pipes)are replaced obstruction is removed ND cxp in: I Page 3.of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: P �7' Gotta e ill 1 Trvi n� A��Pnue g ) HT�nnisz art, M8 Owner, Date of Inspection: _ r—.C7 C. ur(her Evaluation is Required by the Board of Health: Conditions:exist which require further evaluation by the Board of Health in order to determine if the system is fair g to protect public health,safety or the environment. 1. �ystem will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the si stem 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 within 50 feet of a bordering vegetated wetland or a salt marsh 2. stem will fail unless the Board of Health(and Public Water Supplier,if any)determines that the syste is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a rface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more froul a private water supply well•• Method used to determine distance r ••This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform -bacteria and volatile organic 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 ailure criteria are triggered.A copy of the analysis must be attached to this form. j 3. Other: V - 3 Page 4 of I i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS E SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A - CERTIFICATION(continued) jProperty Address: 1 1 1 Irving Avenue (cottage) Hvannisport, MA Owner: Caroline Kenn d Date of Inspection:. .—/g_ D. S stem Failure Criteria applicable to all systems: You ust indicate'�es".or"no"to each of the following for all inspections: Yes o 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' AS 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 is less'than%day flow — Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Numbcr ottimes pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface wafer 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 a cesspool or privy is less than 100 feet but greater than 50 feet from a private xater 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 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.A copy of the analysis must be attached to this forma (Yes/No)The system fails.I have determined that one or more of.the above failure criteria exist as described in 310 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. arge Systems: To be considered a large system the system must serve a facility with a'design now off0,000 gpd to 15,000 gpd• You� st indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in.addition to the criteria above) yes r9 _ the system is within 400 feet of a surface drinking water supply the system is within 200 feet 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 11 of a public water supply well P PP Y If you ave answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" n Section D above the large system has failed.The oAmer or operator of any large system considered a signifi ant threat under Section E or failed under Section D shall upgrade the system in accordance with 3I0 CMR 15.304 The system owner should contact the appropriate regional office of the Department. i F` 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 111 Irving Avenue (cottage) Hyannis port., MA • r Owner. CarnlinP Kennedy Date of �_inspection: / � p . G U / Check if the following have been done.You must indicate orµn o"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? L Have large v u e of m s of water been_ n Introduced to the system recent) or as art of i /— Y Y p this Inspection?. t/— Were as built plans of the system obtained and examined?(If they were not-available note as N/A) L/ _ Was the facility or dwelling inspected for signs of sewage back up? _ Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? t/— Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? :/ Was the facility owner(and occupants if different from owner)provided with information on the.proper 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 _ Existing information.For example,a plan at the Board of Health. r/ — Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)) 5 Y Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL'SYSTEM INSPECTION FORM ~' PART C SYSTEM INFORMATION Property Address: ill Irving Avenue (cottage) - Hyanni short„, MA Owner: Carol i na Kannar� Date of Inspection: FLOW CONDITIONS RESIDENTIAL. Number of bedrooms(design):. Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Number of current residents: 0 Does residence have a garbage grinder(yes or no);� Is laundry on a separate sewage system(yes or nc):&O [if yes separate inspection required) Laundry system inspected(yes or.no):" U Seasonal use:(yes or no): Water meter readings,if available(last 2 years usage(gpd)): 2 0 0 3 — 3 4 2,-0 00 Sump pump(yes or no):r O 2002 — 303, 000 Last date of occupancy: COMME CIAL/INDUS✓TRIAL Type of es blishment: Design flo (based on 3l0 CMR 15.203): Rpd Basis of des flow(seats/persons/sgft,etc.): Grease trap resent(yes or no):_ Industrial w to holding tank present(yes or no): Non•sanitary waste discharged to the Title 5 system(yes or no):_ Water meter eadings,if available: Last date of ccupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: k1A Was system pumped as part of the inspection(yes or no): If yes,volume pumped'._gallons-=How was quantity pumped determined? Reason //for pumping: I YP)gOF SYSTEM ✓✓✓✓✓✓Septic tank,distribution box,soil absorption system _Single cesspool Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed if Unown)and source of information: Were sewage odors detected when arriving at the site(yes or no): CJ 6 fiage 7 of l 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) Property Address: �1.1 a Irving Avenue (cottage) Hyannisport, MA Owner: Caroline Kenned Date of Inspection: -- Q BUILDIN EWER(locate on site plan) Depth belowgrade: Materials of i onstruction:—cast iron —40 PVC other(explain): P ) Distance fro private water supply well or suction line: omments( n condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: V loca e _( t on site plan) Depth below grade: Material of construction: concrete metal_fiberglass __polyethylene —other explain) If tank is metal list age:_ Is age confumed•by a Certificate of Compliance(yes or no): (attach a copy of certificate) i Dimensions of js 10 4. Sludge depth: �' Distance from top of sludge to bottom of outlet ice or baffler Scum thickness: Distance from top of scum to top of outlet tee or baffle: _ 1 Distance from bottom of scum to bottom of outlet tee or baffle: ► _ How were dimensions determined:_ C5 )9,; Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 6"6c) `t"I GR ASE TRAP:_(locate on site plan) Depth Blow grade:— Materia of construction:—concrete—metal fiberglass_polyethylene—other (explain • _ Dimcnsi ns: Scum thi kness: Distance from top of scum.to top of outlet tee or.baffle: Distanc from bottom of scum to bottom of outlet tee or baffle: Date of ast pumping: Comm is(on pumping teconunendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as vela d to outlet invert,evidence of leakage,etc.): i 7 1 Page 8 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1 1 1 Irving Avenue (cottage) Hrann i g=ort T MA Owner: Ca—line Kennedy Date of Inspection: �- TIGHT or HOLDING T (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete mewl fiberglass Polyethylene other(exptain): Dimensions: Capacity. allons Design Flow: allons/day Alarm present(yes or o): Alarm level: Alarm in working order(yes or no): Date of last s pumptn Comments(condi ' n ofalatm and float switches,.etc.): DISTRIBUTION BOX: '- (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: e Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUAIP CHAMBER: (loc to on site plan) Pumps in working order(yes r no): Alarms in working order(y or no): Comments(note condition f pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1 1 1 Irving Avenue (cottage) Hyannisport, MA Owner: Caroline Kennedy Date of Inspection:_ �L—/6 o r' SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation`not required) If SAS not located explain why: Type 1e ching pits,number:_ eaching chambers,number: leaching galleries,number: -? leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/altemative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): J S >b Y✓ �d G%��'�1 i9 1�� ,2 l Lis CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and conri uration: Depth-top of liqu d to inlet invert: Depth of solids lay r. Depth of scum laye Dimensions of cess ool: Materials of cons ction: Indication of gro dwater inflow(yes or no): Comments(note ndition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (I cate on site plan) Materials of con ction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): i 9 1 Page 10 of 11 OFFICIAL INSPECTION.FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1 1 1 Irving. Avenue (cottage) Hyannisport, MA Owner: Caroline Kennedy Date of Inspection: 1,"&:�-c� SKETCH OF SEWAGE DISPOSAL SYSTEM 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.Locate where public water supply enters the building. 4 y d d d 10 Pagp 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS -SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1 1 1 Irving Avenue (cottage) Hvannisport, MA Owner. Caroline Kennedy Date.of Inspection: SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated depth to ground water 7 feet Please indicate(check)all methods.used to determine the high ground water 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: ✓✓Apecked with local excavators,install rs-;(attach documentation) Accessed USGS database-explain: S You must describe how you established the high ground water elevation:I a _ 11 r > r _ "IN N r - Z N tk_ o h 30 N N v n a � z p J y� -q 0 �l 1 s 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..."..................OF...............-............ ......................................• AVVftrFativu for BhipaFal Workii Ton.5trnrtinn amit Application is hereby made for a Permit to Construct ( ) or Repair �<) an Individual Sewage Disposal System at 1�1...1�/i uC...�'.'.......... ..................................................t ' ------------------------------------------- ----------------------------------------- ._ Location-Address or t No. Aft! ....©..4 `,t----------------------------------------- !�[(�r.._. i....I ..t�!.1c IPe .................. Owner Addres y, ... x$MEX... -ate- ..�--�4j c-................... ........... =�-'--!- :!�!c .... . . ................................... lr- --- Installer tress Type of Building Size Lot............................Sq. feet �-, Dwelling—No. of Bedrooms.......... ............................Expansion Attic ( ) Garbage Grinder ( ) Other—Other fixe of Bureding :--_----__-'__'------------- No. of persons--._----:-----:'-__:-..-'.. Showers (- ) — Cafeteria ( ) a W Design Flow___________________________________________gallons per person per day. Total dailyfiow_-__________-___________________............gallons. WSeptic Tank—Liquid capacityl50...gallons Length...!!-•_f___ Width.... 's.... 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 ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 ------•-----------•---••-----•---------------------------------:._..._----------_...__------•-----_---------------------------- •.... ------------------------ 0 Description of Soil--•------------•--•--••-•-•............................•-•-----••-•-------------------------------------------•-------...-------------------------------...------------. x U ---------•----•---••--•--•------------------------------•-------•---•-----•--•--•••--------------------------------••-----•---•-------------•--•--------••---•------.._...---------•-•-•------•--------- W U P PP Fes' ......----• ......t �14tj - Nature of Repairs or Alterations—Answer when a licable__ -__A-e*,� ...-•--- Agreement: The undersigned agrees to install the aforedes ibed Individual wage Disposal System in accordance with the provisions of iITLZ 5 of the State Sanitary C e—The undersi fu ther agrees not to place the system in operation until a Certificate of Compliance has bee is ued by a alth. p� i ----- ---• ---__--•- '------. -----•--------------------------------•--------_--• -•- Application Approved B _.. PP PP y•--•--- - ..... ...........•-----------•-••----._...._......_...._----------- ........................................ Date Application Disapproved for t e ollowing reasons-----------------------------------------------------------------------------•--•----------------•-----.._....._ .................•__._.__..............---------------•----- Date PermitNo.................!._.__....... -._.. Issued_....................................................... `F' Date " No........................ Fims........�..�?............ THE COMMONWEALTH OF MASSACHUSETTS BOARD QF HEALTH .11u <..._................_OF............. ...'v! Appliration for Disposal Works Tonstrnrtinn frratit Application is hereby made for a Permit to Construct ( ) or Repair (),<) an Individual Sewage Disposal System at: .............. . ....... • ................................................... -•---••----------------....----...........-••-----•......._..---------......---------.......--.... Location-Address or Wt No. GtC� .51 S ........W-...NC----•--�`......-t.... !fart�A!r .POdT' ._......... Owner Address a �d .... Installer Address •..........................••--• � Type of Building Size Lot___________________________S q. feet ., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -....................................................................................................................._............................... W Design Flow............................................gallons per person per day. Total daily how.........................................---gallons. WSeptic Tank—Liquid capacity.`..gallons Length.._E.�C Width................ Diameter-----=:- Depth......Sv 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water-_-_---_--_---_-__--_-_. Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 19 .................................-........................................................................................................................... 0 Description of Soil........................................................................................................................................................................ W U Nature of Repairs or Oerations—Answer when applicable_..:)_._---------- I ,GF !'� D-k CAI ek1 -CAIST 157�G e-vk( G -------------•--------------------------------...........---- Agreement: The undersigned agrees to install the aforedes ibed Individual wage Disposal System in accordance with the provisions of TITI,i� 5 of the State Sanitary Co e— The undersi further agrees not to place the system in operation until a Certificate of Compliance has bee is ed by t e b lth ne ••.... .........•--• = .---••-•--------......-----•-•--------••---•--. ...... Date Application Approved By........ •••-- --••-••...._.---- --------------•--- Date Application Disapproved forte ollowing reasons: -------------------------------------•-------------------------------------••-------•---•----- ..........................-............................................................................................................................................................................. Date Permit No...........= Issued----------•--•-••--•----------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD d;F HEAD - 'zc ...............—...:.`:...............OF................................ ................................ Y (9rdifiratr of Tomplianrr THJe T ER v/ZThat tJ�e Indiyi�d>ralGwSewage Disposal System constructed ( ) or Repaired ) by------•------------•--•.:................•--....-•------.........' -------••-----•-•---•--------------------••----------.....--•----•---•--•-------•-•---•---------_.........-------•--•-------••••. efgz,�-- 1i sta Il --- has been installed in accordance with the provisions of TITIE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No----------------------------------------- dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE'CO STRUE® AS A GUARANTEE THAT THE SYSTEM WILL //F__U CTIO SATISFACTORY. DATE.................•- 7. 5 ------ Inspector........ .. THE COMMONWEALTH OF MASSACHUSETTS .........................................OF................................-.......................-............................ d Cj No.---'•�-5-•-'I-�----- • � FEE..............::'....... '�`' Dispoaal nrkg OUanstrnrtuan Vprrutit /3 0i/rc''.' �i IA-r G. Permission is hereby granted --------- to`Construct or or Repair ( an Individual Sewage Disposal System at:'No.-----e.....R/ - !... �`�`'''fit�.�//S..- �.�" rOkl�4SSIS Street as shown on the application for Disposal Works Construction Permit No.....�"'��~ Dated.........'�_�_..._.�.� _....._.95- -------------------------------•------. .. ------....------•-•---------------•..•-•-- DATE......---• .� S 4 .......:....................... �tfr?Qcaith ^FORM 1255 HOB & WA EN. INC., PUBLISHERS TOWN OF BARNSTABLE LOCATION 4J/n i -� SEWAGE # VILLAGE*,.t a-yn ' i5 '.4- ASSESSOR'S MAP & LOT - v b 5 r r INSTALLP;R'S NAME & PHONE NO. A & B CANM 775-6264 SEPTIC TANK CAPACITY 15'60 6-a LEACHING FACILITY:(type) &q//?I (size) NO. OF BEDROOMS S .PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER gy s DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No y f i �4 f THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH 8arn��, A 9z A TOWN OF BARNSTABLE Appliration for UWpoiial Works Towitrurtiur . Application is hereby made for a Permit to Construct ( ) or Repair (man In ividual Sewage Dispos� System a oc tion�-Addre -a'1� or Lot No. Owner Address a ----------------------------------------------- _- .._.79.74.......W..... .pRIV\AQTK,-�--�`--1 .. Pa Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.___-.......................•--___-__--Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 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........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--_-_____-_-_-__----__-. P� Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ 9 ---------------•----------------------------------•--•-----•-•-.....---------....................--•......................................................... 0 Description of Soil...............................................................................----------------------------------------•-------------------------------.......-•..-•-•- x •-----•--------------- -------•---------------•......-•----.......-•---............. -....... ... ... - ---- U hlatur of epairs or Alterati —Answer hen�ap li- biAAJAA---_o ... .._ . _. -- •--------• ....... . �--------k-.-.X---- t- c. .....•-----------------------------------------•------------•-•-------------. greement: The undersigned agrees to install the edescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environ ntal Code— undersigned further agrees not to place the system in operation until a Certificate of CEO" li has been is ued .y the board of health. — Signed .............. --dp ..:.....1.3.79.j........ Date Application Approved BY --- .......... . , '. -fi .......Application Disapproved for the following reasons: .................... .........................................................................._. ......1e................ .. .. .................................. .. ............................................... ....................................--------....--------.......................-....................... ........................................ Date Permit No. ------- 1 YO.a................_----------- Issued Date 7•. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Cann'strnrtion Application is hereby made for a Permit to Construct ( ) or Repair ( 1,).-an Individual Sewage Disposal System at• p •L"ovation.-Addre� .1 -----------------------------------••----- ............................----...........--- i Owner Address w �A ........... •---•••-------------------------•-----•--- Installer Address, d Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms...,5----------------------------------Expansion Attic ( ) Garbage Grinder ( ) aa Other—T e of Building .............. No. of persons............ Showers — YP g -------------- p ( ) Cafeteria ( ) 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........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water....................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---••-•••-•--•-••••-••-------•••-••-••-••-••...--•--••-----•••-••-•-•••....---•--•-•-••......•-----.-•-......••-•-••--.......•-•-•---••.................•-•-- ODescription of Soil......................................................................------------------------------------------------------------•-----------•-••-•••-..._........__. x .................... . . . ..........•-----------•-----............------------...................... •--•-•--- n nn ................•.... - •- �A,1f ----1 °° U Nature of�2epairs;or Alterations-Answer hen applicable.__ __________ __ _ .. �:•-.-;_-_-••_••....�i-4�-. 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 Com, lia.nce,has been issued by the board of health. �, f Signed - N- �K V\......`. Date-9# Application Approved BY - ` 1 <-^^^�, ..:. .:.. ;...: - . e1-------- 4 -4. .... . ................ Application Disapproved for the following reasons- -- -------------------- ------------------------------------------ ------------- -------------................................. ........................................---------------- ------..........- ------------ --- ' '------ ---...-'............./ 1� -'-�O-rj -'---....-.....-------..... Dace PermitNo. --.... --l(-------------------------------------------------- Issued ------------------------------------- Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Texttfirate of Toraylianrr> THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( t1) bylr-^#.°+ --------- - -2- -- -------------------------------------------------------....--------------............ -'---.------.-- -- ..-:. . ............----...--------------- Installer ---------------------------------------------------------------------- has been installed in accord4ce with the provisions 4 TITLE 5 o�f—.T}��e State Environmental Code as described in the application for Disposal Works Construction Permit No. ---------7/-------y0"�....... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. itDATE - --------.I.9........7/---------_------------------------- Inspector ................................. :� --------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.................. . FEE....................... Disposal Works Tonstr ion rrmit Permission is hereby granted......... ..8....... 0. ---------------- to Construct ( ) or Repair ( wean Individual Sewage Disposal System at No........ �1 / nniY ._ fii41 Gt, _ (f3'� l v.... ----....... --------------------------•-------------•---••-•-••-•...._......... Streetf ll as shown on the application for Disposal Works Construction Permit No____________ ______ Dated.......................................... G / ...............••• ----•---- .......................................................... 7 ^1 3— / Board of Health DATE ----•-•-----•----•---.l....--•-••••..._...•-•-••---•----•---- FORM 3880E HOBBS 6 WARREN.INC..PUBLISHERS - PROJECT ADDRESS:. ' Irving Avenue Piominee Trust II I I I Irving Avenue Hyannis Port,Massachusetts 90 JFK HOUSE e� v KennedyCompound, Hyannis Port, MassachusettsENGINEERINGFIRM: MALtC N0.4t7t5 BADE J MES A�BA RA JR.P.E.ENGINEERING,L.L.C. ALTERATIONS OR AN,M LEAS16 02653 PH:(508}776E804 —all:lasbadera@gmiI om ERA,JR. CIVIL No.41715 H o 0 9`OO/etEPb?4i ,y.A-Y ' FSSIONAL EaG r r >- - - Sfnd4 c 1 t o ® ® 00 ®® PIP] rmrm 00 � (L) � Who C DRAWING SHEET INDEX 3 0 SHEET No. SHEET NAME - a Cool COVERSHEET ' A100 BASEMENT PLAN _ A110 FIRST FLOOR PLAN BUILDING FIRM: MA uc:csvuzz A120 SECOND FLOOR PLAN - t,l -A,30 EXISTING ROOF PLAN M.Grenler Building,Inc. A140 PROPOSED ROOF PLAN A150 PROPOSED OBSERVATION ROOM AND DECK PLAN Mark m tead r 61 Homestead Lane oe a E100 FRONT ELEVATION-EXISTING AND PROPOSED - - Yarmouth Port,MA 02675 IM IL E -� E200 RIGHT SIDE ELEVATION-EXISTING AND PROPOSED _ - - (508)-364-6494 mgrenierbuilding@gmail.com E300 REAR ELEVATION-EXISTING AND PROPOSED E400 LEFT SIDE ELEVATION-EXISTING AND PROPOSED N GSN001 GENERALSTRUCTURALNOTES - ~ O S1o0 FOUNDATION PLAN > - PERMIT SET ('1 Silo FIRST FLOOR FRAMING PLAN - O S120 SECOND FLOOR FRAMING PLAN S120.1 SECOND FLOOR SHEARWALL PLAN O S130 CEILING FRAMING PLAN DRAWING SHEET: S140 ROOF FRAMING PLAN _ - S15o OBSERVATION ROOM FLOOR FRAMING&DECK FRAMING PLAN _ W S160 OBSERVATION ROOM SHEARWALL PLAN COVERSHEET H_ S170 OBSERVATION ROOM CEILING AND ROOF FRAMING PLAN - SEC01 BUILDING SECTIONS � - "aptl No' SHEET NO. SECO2 BUILDING SECTIONS 13001 STRUCTURAL DETAILS - oN� C001 w No. REVISION/ISSl1E DATE� 02R8/12 P-t D002 REVISIONS C - � �" 1/4"=1'-0" SHEET 1 OF 25 ' - PROJECT ADDRESS: Irving Avenue Nominee Trust II I I 1 Irving Avenue a 6 7 8 Hyannis Port,Massachusetts W-4 1 4• - 14'-8• 14'-9• e'-5• 2S-C 5-9 1 2• 15-4 3 4• _ g-7 6'-2• 1'-7• ENGINEERING FIRM: MA LIC.NO.41715 z n z n• •_s 7 BADERA ENGINEERING,L.L.C. 5 1/8- JAMES A.BADERA JR.,P.E. ,j P.O.BOX 716 -� '7 ORLEANS,MA 02653 s 'j PH:(508}7766804 GmaR:lasbatlem(rJgmellmm 22.'3• j - .. 8• 1 OFIdq,So_ ` BADERA,JR.w ' f NO.41715 • � 90 RFGisiEPEa14i 1�✓� . i. m FFS/ORAL EaG IY FULL BASEMENT 0 DECK 22'-t t r 8• a• - - .DECK _ ti B2 22'-11 2• y o 2'-7 i 4'-10 3 4' n 5'-8 1 2• Is•I �-i 5'-10 1, •I � � J IZIIIIIII1777111111 El 7,2 H DECK a� STAIR UP CRAWL SPACE ,.C3 CRAWL SPACE War FULL BASEMENT .--i ^J CRAWL SPACE n-3 DE0 r--1 F-r-I.i SERV, - 6N Fyi 6 WATER SERV. D 0 a - i BUILDING FIRM: MA 1Jc:cs 9127Y o- M.Grenier Building,Inc. Mark R.Grenier 61Homesil dL. Yarmouth Port,MA 02675 - ( - - 20'-3 t 2' S-11 t 4• 10'-3 1 z' (508}364-6494 mgreoimbuildiog@gmail.com 14'-8 34-6 1 4• N O N 1 O - 1 4 O 1 2 3 S 9 DRAWING SHEET: 1 W BASEMENT PLAN BASEMENT PLAN . n _ .1 a_ou RofvtlNo' SHEET NO. 4 1 PERMIT SET No. REVISION/ISSUE DATE 02n8/12 A100 a ame: - 1/4"=P-0" SHEET 2 OF 25 _ 1 PROJECT ADDRESS: Irving Avenue Nominee Trust II 111 Irving Avenue 4 6 6 Hyannis Port,Massachusetts 1e-S, 6•_5• 23'-4' 5-9 1 2' 1Y-4 3 4' 6' - ENGINEERING FIRM: MA LIc.No.CW a-7 2' 6'-T BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. 2•_5• P.O.BOX 716 ORLEANS,MA 02653 J• _ PH:(506F7766804 ema9:lasbade2Q9mail— A s• 5 .1 • OF A14a� , C SA. 4"s - DE RA,JR,. CIVIL �^ Z.41715 x i DINING AO SSCiaTEPaV2AW 0. m m /ONAL E W BRICK PATIO ✓`yry yw o�,to ECK a , SHNR. i ECK- z PANTRY ® MUD ROOM U Q cd F-+ ; S STAIR ON W SITTING ECK �+ O W p-' W LIVING KITCHEN BREAKFAST SUNROOM oN 6N ENTRY 6 �J o . ® - BUIL.DINGFIRM: MALIC:Cs91222 aaa� �g M.Grenier Building,Inc. ME/ Mark R.�— renier 61 Homestead Lane ou 17-1 Yarmouth Port,MA 02675 - ! 1 3 1 ' (508)-364-6494 mgrenierbuilding@gmail.com 20'-31 2' 3'-11 1 4- 10'-31 2' 34'-6/4' 14'-6• I • - 9 DRAWINGSHEEf: F 1 Z 3 5 P FIRST FLOOR PLAN U FIRST FLOOR PLAN E SHEET NO. %4° a PERMIT SET No. REVISION/ISSUE DATE ovzsnz A110 G e 1/4"=1'-0" SHEET 3.OF 25 S • PROJECT ADDRESS: Irving Avenue Nominee Trust II 111 Irving Avenue 4 6 Hyannis Port,Massachusetts 80'-4 1 4- S0,-O' ENGINEERING FIRM: MA uc.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A BADERA JR.,P.E. Q - P.O.BOX 716 ORLEANS,MA 02653 PH:(808)-776E804 email:JasbaderaQgmall.com NNs T QeSEI F M4 6SITTING �� ERA,JR. CIVIL = m i No.41716 0 4 9�'gFO16TER0 rA. ~E NA MASTER Ep4 yr" MASTER STP od'1' BED ROOM - (v ir'�— RECONFIGURED MASTER BATH � BEDROOM ' N I o T I . w I I CLOSET . •i BATH ® w I O I Iv I-� m � m I MASTER :OPEN z �n I BATH sir uTc - u to v e 7 6 s a a e 1 1 BED ROOM U O "TO C BED ROOM 08SERVATIONiR00M > UPPER HALL in 13'-11 2• NEW tip— ———————— c--- �•.I F-I Lam. C O 57�H3 CLOSET .. - N •e-•4 YO-I ' 6. BED ROOM POCKET DOOR _ W j> a W BED ROOM Vl w BED ROOM (n S-a 12• 131�7" < PF- DN C BED ROOM SKY U SKY UIEa, BOVE ABOVE 3 0 D o a BATH LAUNDRY C wORLATER i ' BUILDING FIRM: MA uc:cs 91222 CLOSET o M.Grenier Building,Inc. Mark R.Grenier 61 Homestead Lane De a Yarmouth Port,MA 02675 • ' _ (508)-364-6494 mgrenierbuilding@gmail.com 34'-6 t a m'-z' N O cV 1 - O I 1 O I 2 3 5 9 DRAWING SHEET: SECOND FLOOR PLAN SECOND FLOOR PLAN SHEET NO. /1 11 1_ 11 4 O - PERMIT SET No. REVISION/ISSUE DATE 02n8/12 A120 -q I/4"=1'4" SHEET 4 OF 25 6 E PROJECT ADDRESS: i Irving Avenue Nominee Trust R I I I Irving Avenue 4 6 7 g Hyannis Port,Massachusetts ENGINEERING FIRM: MA LIC.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02653 1\HJ� PH:(508}7766804 em Ijaaeaeare@Bmail— _ I I L------- -------'J L 11 OF&4 / .. DAMES A.C �' BADERA,JR.a . CIVIL No.41715 .. ---- --------- ----- con I I ► I I cc � -------------� I I ----- ---- r �—1====-- - - ------�------ LJ r-4 ad x � r—--i I I I° BLJHAING FIRM: MA DC:Cs 912M M.Grenier Building,Inc. Mark R Grenier - 61 Homestead Lane oe Yatmouth Port,MA 02675 - - (508)-364-6494 m$enierbuilding@gmail.00m N . , O 1 2 3 5 9 N _ O 1 4 EXISTING ROOF PLAN DRAWING SHEET: H " Y411 't= 1'-011 EXISTING ROOF PLAN "4etlNi SHEETNO. PERMIT SET No. REVISION/ISSUE DATE ozrzgnz A130 a a 1/4"=1'-01. SHEET 5 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue 4 6 g Hyannis Port,Massachusetts 60'-4 1 4- 14'-6' 30'-0'- 2'-5 1 13'-4 3 4' ENGINEERING FIRM: MA LIC N0.41715 BADERA ENGINEERING,L.L.C. ' JAMES A.SADERA JR.,P.E. P.O.Bo%716 ORLEANS,MA 02653 I PH:(508)-776L804 email:Jasbaeea®email.wm I I L----------------------------- AMES A. ADERA,JR. CIVIL n H --------------------------------------- No.41715 EO WW 9a�,f'QIBTEP p ds'( dd10 L E� ` SIW Jo i2 �T— T. (�i I I �l I----- I I 1 I I I I I I I I I I I I I ; ti r------ I -------� I 1----- a -----� �'— ---------- i E.1 i a,z 'dam -j ------ F-----1 I t 0 U I L1-/�� -----1 I r r-1 H II 1 0 1 I I NEW RGOF DECK \\ -- I I I /---------- I / W I I I I \\\\ r I j II L---------------------- I I I I - I/ \�/ -' --------------- ----> I ------ II_______�____�---4 F_._______________L______—_____________________ ,_..1. L-----------1 L_J --------------------- ' 1 r / z--1------------J----- ? Cd --------------- I\ I I I I �y "Q I 1 I I 1 I I I I d ts I I I 1 I I I I I 0 'o a I I 1 L —J L i I BUILDING FIRM: MA LIC:CS 91222 M.Grenier Building,Inc. OE - Mark R.Grenier 61 Homestead Lane ea _ Yarmouth Port,MA 02675 (508}364-6494 mgrenierbuilding@gmail.com C 1 C' PROPOSED ROOF PLAN Y411 = 11_011 DRAWING SHEET: PROPOSED ROOF PLAN Of F SHEETNO.• a - PERMIT SET No. REVISION/ISSUE DATE 02/28/12 A140 Q 5 var 1/4"=1'-0° SHEET 6 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Trust I1 111 Irving Avenue Hyannis Port,Massachusetts 3 I - ENGINEERING FIRM: MA taC.NO.4715 I BADERA ENGINEERING,L.L.C. - I I JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02653 PH:(508}776.6804 emaiL'jasbatlemQgmail.com II II ice— -- I II II oreu x3 MESA DE JR.A CIVIL No.41715 N IZ..X: dF.: IONAI Tr I I �� E Gil k, II�I•�f:12o5i�'aPD I I 1 I"I-�-17-1 rP,�- 14- F=-- J=- (�pjJ�ti y01 COD Ili 0 I I co ICd _ I 5 i Iii�III� I I � I I � r it - "Ii— - -=�- — ' III � -- - --- -- - - -�I - -- — :------ -- - --- - - - --�I W � p-' � IiJ I II '• II4111- �I Iff up — ri kJ2 Lj p - - uB BUILDING FIRM. MA UC.Cs v¢2z • M.Grenier Building,Inc. 1- / Y I ' J L ` •.� -- i.I Mark R.Grenier 61 Homestead Lane °a Yarmouth Port,MA 02675 l i T ' (508)-364-6494 mgrenierbuilding@gmail.com—ol J - Enl rr'cEILINisI _-- � --- -- '• I� _' i—_ —_---__----',' - � �• J I DRAWING SHEET: E 1" OBSERVATION ROOM C/ &DECK PLAN E c`�i.'.ri-r116=-�j - "w°"* SHEET NO. wa: 02nsn2 P PERMIT SET A150 No. REVISION/ISSUE DATE . 0 � SHEET 7 OF 25 • k PROJECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue WOE - � Hyannis Port,Massachusetts . UPPrR ROOF 12ECK fJI' HeAP OF _11.�11r1 rJ 4 IFAP OF WINVJW ------ — Lrl. - 1 — •L1 _I. ENGINEERING FIRM: MA UC.NO.41715 MCK LEVEL BADERA ENGINEERING,L.L.C. I ODSERVATION RODM LEVEL - -- J .E. ORLEANs MA 02653 2NI7 FL0012 MWNG — ' N:P ( }nafiaoe np e9:Jesbetlere®ameil.com -- sae — - --- ---- MESA CI V VIL MEIL JR. m . 2ND FL001Z FRAMING -- —'--" _ No.41715 SSS/ONAL EaG Y-'Y/1 v -- -- � 0 + IJ 0 Ix FLoox 'b 371 PROPOSED FRONT ELEVATION (NORTH) Y411 = 0-011 ^ Cd � Cd x SECOND FLOOR CEmNG(FIN.) m ®® irmi ®® ` m a i h BUILDING FIRM: MA L10 Cs 9@22 SECOND FLOOR(FIN.) FIRST FLOOR COUNG FIN. M.Grenier Building,Inc. ❑❑ ®® Mark R.Grenier - mad 61 Homes Lane 0° 02675 01101 (508)-364-6494 mgremerbuilding@gmail.com asN FIRST BOOR(FlN.) .--� O N 1 O 1 - 4 O DRAWING SHEET: 1 EXISTING FRONT ELEVATION (NORTH) FRONT ELEVATION Cn EXISTING&PROPOSED [� 411 =.11-011 ' ""° SHEET NO. PERMIT SET No. REVISIONASSUE DATE 02/2g/12 E100 a � 3� d - 114"=11-0" SHEET 8 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Tnlst JI 111 Irving Avenue Hyannis Port,Massachusetts UFFER ROOF 17ECK - ZZI NEAR OF WINI90W __ ® _ _ ENGINEERING FIRM: MA uc.No.avts r-- BADERA ENGINEERING,L.L.C. _ — JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02653 ' — — PM:(SOBY776-6804 eman:lasbadelapgmanwm 17ECKLEVFI- '- -- -- OD5ERVAnON ROOM LEVEL — --- —� _— — 2NP FLOOR CEILING L- ss/0 I 2Ntt2 FLOOR FRAMINGIL i L cn N It O I 03CIO � Cd PROPOSED RIGHT SIDE ELEVATION (WEST) b Y4° = 1 r—Orr I � C � � x 4) F 33 FBI BUILDING FIRM: MA ua CS 91222 M.Grenier Building,Inc. ® Mark R. ac r 61 Homestestead Lane Yarmouth Port,MA 02675 - (508)-364-6494 mgrenierbuilding@gmail.com ® C / i C d C EXISTING RIGHT SIDE ELEVATION (WEST) DRAWING SHEET: 1 rOrr RIGHT SIDE ELEVATION U Y4n — EXISTING&PROPOSED F SHEET NO. . ' a s PERMIT SET No. REVISION/ISSUE DATE oznsnz E200 a s 1/4"=1'-0.1 SHEET 9 OF 25 I - • PROJECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue Hyannis Port,Massachusetts _❑F'rdL�I,. �— - ENGINEERING FIRM: MAUC.NO.41715 ---/ — ------ — — -- -- LLI 11�:J BADERA ENGINEERING,L.L.C. . 1- — P.O. SA. ADERA JR.,P.E. ORLEANS.MA 02653 I rrL .I.I��I — •\ PH:Isoepnsseoa emit:aabatlera®gmail.wm Ell-1 LL1J — IRz FR ® r I �r' 1 ' — _ it.La- IIL 1. I. TQ ITH ILLI_I M11ITfl off' un PROPOSED REAR ELEVATION (SOUTH) H Y411 _ 11-011 Oa FBIa � . 9 O a BUILDINGFIRM: MAuacse1222 ® ® � ® - M.Grenier Building,Inc. ® FM ® ® Mark R.Grenier 61 Homestead Lane os a_ Yarmouth Port,MA 02675 - L E r (508)-364-6494 mgrenierbuilding(o gmail.com C 1 C i d EXISTING REAR ELEVATION (SOUTH) DRAWING SHEET: F Y411 = 11-01' REAR ELEVATION V EXISTING&PROPOSED F SHEET NO. Id a PERMIT SET No. REVISIONnssUE DATE ovzsnz E300 a e tear,=Ir_a, k � SHEET 10 OF 25 2 i PROJECT ADDRESS: Irving Avenue Nominee Trust 11 I I I Irving Avenue Hyannis Port,Massachusetts ED— — -- -- ENGINEERING FIRM: MA LIC.NO.41715 BADERA ENGINEERING,L.L.C. -- -- _ JAMES A.BADERA JR.,P.E. - P.O.BOX 716 ------ ORLEANS,MA 02653 ' PM;(506}77M804 email:IasbaderaQgmeil.wm LLEI CIVIL N.47716 O W 90 RFCI9TE�'E?4. J .. FFS/ONAL E?O Al yONVI b� - o PROPOSED LEFT SIDE ELEVATION (EAST) /4 - 1 1-011 3 b1l W P. W FM BUILDINGFIRM: MAucCs91222 M.Grenier Building,Inc. ® ® Mark m tead r , 61 Homestead Lane, °a Yarmouth Port,MA 02675 - L„ 9-' (508)-364-6494 mgrenierbuilding@gmail.com F51 _ C 1 C i 14 C _ DRAWING SHEET: EXISTING LEFT SIDE ELEVATION (EAST) LEFT SIDE ELEVATION V. EXISTING&PROPOSED F Y4" = 1'-011 SHEET NO. a PERMIT SET No. REv0.SSUE DATE 0e1 02/28/12 Q E400 SHEET 11 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue JFK HOUSE' Hyannis Port,Massachusetts Kennedy Compound, Hyannis Port, Massachusetts -ALTERATIONS ENGINEERING FIRM: MA UC.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. P.O.Box 716 ORLEANS,MA 02M GENERAL STRUCTURAL NOTES: FRAMING CONNECTIONS: SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: P„:(508}T76-6804 emit: 1.ALL THE M SSACHUSETTSST TEBUILDINGCODEFORONE-NSTRUCTION IS TO BE INCANDITWO-FAMILY ROOF FRAMING CONNECTIONS: WALL TYPE SCHEDULE: SECOND FLOOR HOLDDOWNS: DWELLINGS,aTH EDITION(780 CMR),AND ALL AMENDMENTS,WHICH IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE Q 7N."PLYWOOD-(EDGES BLOCKED) O (1)-CS 20 COIL STRAP W/(16)8d(0.131 X 2 Y2"LONG)NAILS(9"MIN. rMss 2.THE DESIGN DOES NOT INCLUDE PROVISIONS FOR RETROFIT OF THE RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE 8d COMMON OR GALVANIZED BOX NAILS @ 6-O.C.EDGES AND STRAP END LENGTH AT EACH END OF STRAP).USE(14)10d(0.148" sv° INSTALLED OVER ROOF SHEATHING NAILED INTO RAFTERS W/10d 12"O.C.FIELD. X 3"LONG)NAILS WHEN STRAP IS APPLIED OVER PLYWOOD _ AMES A. EXISTING STRUCTURE TO MEET 110 MPH,EXPOSURE WIND DESIGN COMMON NAILS.(REFER TO DETAIL 1-RF) SHEATHING(B"MIN.STRAP END LENGTH AT EACH END OF Bn CIVIL JR REQUIREMENTS.BADERA ENGINEERING,L.L.C.SHALL NOT BE HELD STRAP). PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ND.a1715 LIABLE FOR THE EXISTING CONSTRUCTION THAT REMAINS 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF - 75/az"PLYWOOD-(EDGES BLOCKED) ) UNDISTURBED AS PART OF THE RENOVATION OF THE EXISTING ABOVE AT EACH END OF STRAP. (IF STRAP IS LOCATED AT STRUCTURE.IF THE SCOPE OF THE PROJECT IS REVISED FOR ANY THE EXTERIOR WALL (1)H2.5A CONNECTOR. CONNECTOR TO BE Q Sd COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND EXTERIOR WALL,CONTINUE STRAP TO SINGLE STUD IN FIRST fssloNAL EN° 11/ APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. 12"O.C.FIELD. 7P REASON FROM WHAT IS OUTLINED ON THESE PLANS,THE DESIGN AS FLOOR WALL IF THERE IS NO SHEARWALL BELOW,THE DOUBLE to' - SHOWN HEREON SHALL BE DEEMED NULL AND VOID. ALTERNATE:USE(1)R N FROM EVERY RAFTER U WALL STUD BELOW. STUDS AT END OF THE SHEARWALL IN FIRST FLOOR WALL I�" - TSP CONNECTOR PER NOTE'1','WALL FRAMING UPLIFT CONNECTIONS', 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER 1%2 PLYWOOD-(EDGES BLOCKED) BELOW,OR WRAP THE STRAP AROUND THE HEADER OR BEAM APPROVALS AND PERMITS PRIOR TO CONSTRUCTION. - Q3 8d COMMON OR GALVANIZED BOX NAILS @ 2"O.C.EDGES AND BELOW, PROVIDE HALF OF THE REQUIRED NAILING AT EACH END 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATES OF THE 12'O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE OF THE STRAP.) j 4.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. , BUILDING OFFICIAL FOR ALL REQUIRED STRUCTURAL CONTACTING INS THE LOCAL IF BLOCKING AT 6"O.C.(PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE - ALTERNATE:(1)HTT16 HOLDOWN ABOVE AND BELOW FLOOR THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION ADEQUATE VENTILATION IF REQUIRED).BLOCKING TO BE ATTACHED,ON THE INSIDE FACE OF FRAMING,CONNECTED WITH%THREADED ROD THRU FLOOR S-I (S)BE DIRECTLY TO DOUBLE TOP PLATES OF WALL ti COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL THE BLOCKING,WITH(1)A35 AT EVERY OTHER RAFTER BAY. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2,AND 3 LISTED ABOVE, FRAMING. . CONTACT THE ENGINEER OF RECORD 24.HOURS PRIOR TO THE TIME - 8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 Y2").GUN NAILS 4) WHEN THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A (2)-CS 20 COIL STRAPS(SEE HOLDDOWN TYPE 1 ABOVE) .� SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS EDGE OF THE ROOF SHEATHING.ATTACH SHEATHING TO BLOCKING WI SUBSTITUTE. ALTERNATE:(1)HTT16 HOLDOWN ABOVE AND BELOW FLOOR N �7 ARE VISIBLE FOR INSPECTION.IF DURING THE INSPECTION,ANY 8d NAILS AT 6"O.C.RIDGE BLOCKING IS NOT REQUIRED WHEN FRAM FRAM II NG.NG,CONNECTED WITH 5/THREADED ROD THRU FLOOR En I"--1 PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR INACCESSIBLE FOR INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURAL RIDGE BEAM. N O STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION IS CORRECTED - SOLE PLATE CONNECTION SCHEDULE: !�/� CUB L AT THE CONTRACTOR'S EXPENSE. h+� L� CONNECTION TO FLOOR RIM BOARD OR FOUNDATION SILL PLATE - C/J 5.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE WALL FRAMING UPLIFT CONNECTIONS: CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOG C-2011.IT IS THE RESPONSIBILITY OF THE { WALL TYPE SOLE PLATE CONNECTION �I 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATES AT �j CONTRACTOR R SPECIFICATIONS. ALL CONNECTORS IN ACCORDANCE WITH LEGEND: MANUFACTURER'S SPECIFICATIONS. - THE ROOF WITH(1)TSP CONNECTOR AT 32"O.C. PROVIDE(9)-10d x 11-4 Yz NAILS TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. Q (3)-16d COMMON NAILS PER 16". Cd 6.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT - o-- GRIDUNENUMBER / �I i.r APPROVED EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURER'S' REQUIRED WHEN USING H2A CONNECTOR PER NOTE'2',"ROOF SPECIFICATIONS. FRAMING CONNECTIONS". Q (4)-16d COMMON NAILS PER 16". "~ DETAIL W P-1 W / �', TOPO=OETNL NUMBER BOrTOM/=OnAWWG SNEETNUMBER �1 CI1 7,ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL 2.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT Q APPLICABLE CODES AND ACCEPTED STANDARDS. 3 (3)-SIMPSON SDS25312(Ya"x 3Yz")WOOD SCREWS PER 16". .--t SHALL PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION. e--1 O B.ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL S100 TBOPD ION BEOIIOAWING R E, APPLICABLE CODES AND ACCEPTED STANDARDS. BonoMa"oRAvnNG sHEEr NUMeea 3.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TODET.2-WF) SHEARWALL CONSTRUCTION: 9.ALL EXISTING CONSTRUCTION REQUIRING MODIFICATION FOR THE HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE t�,�11 INSTALLATION OF THE NEW STRUCTURAL COMPONENTS SHALL BE CUT 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X �- W"LL Ysl AND PATCHED TO MATCH EXISTING CONSTRUCTION. L=V-0"TO 4'-O" (1)LSTA 9 (1)SP6 STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) 10.CONTRACTOR TO PROVIDE ALL TEMPORARY SUPPORTS AND OR L=4'-1"TO 6'-0" (2)LSTA 9- (2)SP6 Q sHEAaWAU-E F SHORING AS REQUIRED TO SUPPORT EXISTING STRUCTURE DURING CONSTRUCTION. 2.FACE NAIL DOUBLE TOP PLATES W/t6d NAILS AT 16"O.C.USE L=V-1"TO 8'-0" (2)LSTA 9 (2)SP6 (10)-16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SHEARWALL HDLDOOWNTYPE 'Q L=8'-1'TO 10'-0" (2)LSTA 12 (2)SPB O a 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED a sHEARWALL HOLDDOWN `ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. ___ sNEAmwu PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER.ATTACH CONNECTOR WITH HALF OF 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT PERFORATEBHMINW .eONTINVEPLVWDODABOVE MIDBEL°W OPENINGWRNNNLIN°ACCORDINGTO EUIIAING FIRM: MA>Jccssiuz THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED SHEARWALL ENDS WITH(2)10d(0.148 x 3")NAILS AT 6"O.C. S-IREDBHEARWALLTYPE. NAILS TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. ® BEARING WALL CONNECTOR TOBE ATTACHED DIRECTLY TO 2X FRAMING AND 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL M.Grenier Building,Inc. RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS ENDS. ROOP ovERmAME ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE Mark R.Cnenier SLAB w NEADER on BEAM saE 61 Homestead lane on " Yarmouth Port,MA 02675 - l NOTES: - J ucic srw (508)-364-6494 mgrenierbuilding@gmail.com K xwca- A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)He CONNECTOR AT THE TOP K H.F. KING snro MALLOON FRAMED) AND BOTTOM OF ALL CRIPPLE STUDS.(NOT REQUIRED IF HEADERS ARE LOCATED - - DIRECTLYBELOWDOUBLETOPPLATESOFWALL) _ O wwoowoa000RTWE - N B.HEADERS 4'-l"TO 10'-0"REQUIRE(2)JACK STUDS AT EACH END OF THE N HEADER. CD C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF HEADER .-I I TO THE KING STUD ADJACENT TO THE OPENING. , I:t O D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, - , WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4)10d NAILS TO KING STUD. DRAWING SHEET: E.SILLS FOR OPENINGS LESS THAN 4%0"WIDE REQUIRE(1)A23 CLIP AT THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF THE SILL PLATE. GENERAL STRUCTURAL,NOTES FOR OPENINGS 4%0"AND LARGER,PROVIDE(2)A23 CLIPS AT EACH END OF THE E.4 SILL PLATE ON THE TOP AND BOTTOM OF THE SILL PLATE. sy SHEET NO. PERMIT SET No. REVISIONASSUE DATE °"' 02n8n2 GSN001 a SHEET 12 OF 25 PROTECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue Hyannis Port,Massachusetts FOOTING SCHEDULE FOOTING ID FOOTING COMMENTS FTG-1 Y-0"x 3'-0"x 12"THICK (3)No.5 REBAR EACH WAY,3'FROM BOTTOM CONCRETE V-3000 PSI OF FTG.TOP OF FOOTING ELEVATION AT - BOTTOM OF EXISTING FOUNDATION WALL. FTG-2 4'-0"x 4'.0"x 12"THICK (6)No.5 REBAR EACH WAY,3"FROM BOTTOM CONCRETE Vc--3000 PSI OF FTG.TOP OF FOOTING ELEVATION AT TOP OF 2'CONCRETE DUST COVER. " FTG-3 24"WIDE x 12"THICK (2)No.5 REBAR CONT.,3'FROM BOTTOM 2 2 ENGINEERING FIRM: MA LTC.NO.41715 CONCRETE r'-3000 PSI OF FTG.TOP OF FOOTING ELEVATION AT ` BOTTOM OF EXISTING FOUNDATION WALL. ' ' BADERA ENGINEERING,L.L.C. FTG-1 FTG-1 JAMES A.BADERA JR.,P.E. P.O.BOX16 ORLEANS,M M A 02653 I I I I PH:(50e}nssa0a areas:panaaEre®erean.mre MES A.... SyT ADERA.JR. N CIVIL - No.41715 aFOI&iER�?� FSS/0NAL EaG 1Y FULL BASEMENT to 2 1 1 2 _ Prc FIO F o F7G FTG-1 r--_ G1 FIG-1 FTG-1 to z I FTG-2 1 rA C Cl ❑ Cd I 1 s7aRU1 2 CRAWL SPACE I I FTG-1 �— —� CRAWL SPACE — —� W rA W I I r I I FULL BASEMENT 3 FTG-2 CRAWL SPACE r-1 0 FTG-2 O x x I 1 I FTG-1 I I I I I j L----J FTG-2 S a` 2 erc - BUILDING FIRM: MAIJC:CS 91222 M.Grrenier Building,Inc. Mark R.Grenier - - - 61 Homestead Lane os a_ Yarmouth Port,MA 02675 - 1 - (508)-364-6494 mgrenierbW1ding@gmaiLrom i Cq O N , � p , 4 O 1 2 3 5 9 DRAWING SHEET: ' E-+ W FOUNDATION PLAN FOUNDATION PLAN - �11 I n 4 — � -� Raba SHEET NO. ' - - PERMIT SET o. REVISION/ISSUE DATE 02/28/12 N S 1 QQ a a� SHEET 13 OF 25 C PROJECT ADDRESS: Irving Avenue Nominee Trust II 111 Irving Avenue q 6 7 B Hyannis Port,Massachusetts ENGINEERING FIRM: MA LIC.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS.MA 02653 I I I I PH:(506).7766804 email:jas0aderaQgmail.mm S A.�' D RA,JR. CIVIL No.41715 �.FOIeTEP ?F' ss10NAl r FULL BASEMENT. o I'I' ++I JQ ayss :oa +1,�? b O E,,+ - �yy Q py + - ayy ayy Q --- I f 1 O — I -- r--- r— — B.1 'l t� -W I6 X 25 STEEL BEj11M I I 7 b a VJ VI z yy c� :S U 0 Cd L j ❑ ❑ �Qoy - 9s yybti�a i••a - —I AossO41— ur tQo' CRAWL SPACE b Qi W L- -J CRAWL SPACE I V] •-i •�-t CIO FULL BASEMENT .— I CRAWL SPACE ayQoy��e` L- �'C� F•I-t - �— I I I I I I I I d 03 01 +P a yb JQ - e 0 a BUILDING FIRM: MA ua CS 91222 A Grenier Building,Inc. OE - Mark R.Gmnier - _ 61 Homestead Ia a oB Yarmouth Port,MA 02675 — - (508)-364-6494 mgrenierbuilding@gmaiLcom CV O N 1 , No. REVISION/ISSUE DATE O 3 5 DRAWING SHEET: I 2 9 W FIRST FLOOR C/] FIRST FLOOR FRAMING PLAN FRAMING PLAN - �4n = 11_oa SHEET NO. PERMIT SET No. REVISION/ISSUE DATE 02/28/12 S 1 10 PW 1/4"=1'-0" SHEET 14 OF 25 PROJECT ADDRESS: hying Avenue Nominee Trust II 111 Irving Avenue 4 6 7 8 Hyannis Port,Massachusetts CONNECTOR SCHEDULE HANGER I.D. CONNECTION TYPE MODEL NO. OUPNTITY INSTALLATION DETAIL COMMENTS HI FLOOR JOIST TO BEAM U46R a6 H2 FLOORJOISTTOSEAM UseR 6 - HO FLOOR JOIST TO BEAM 1 U263 4 `NOTE:THE METAL CONNECTORS SPECIFIED ABOVE ARE MANUFACTURED BY SIMPSON STRONG-TIE. ENGINEERING FIRM: MA LIC.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02653 PH:(506)-776E604 emall:lasba°eraQgmall.com • it \�/S1 f[4,113 A ESA DERA,JR. II •. 1 �� - CIVIL H No.41715 f9F.0Is TEPEo�4W BRICK PATIO Iia I VAS,,R (" 411- - - 2.2 I 8ED RO0M, _ ECK M— Ll a9 ill ECK ti I II. GA.TH I Z/] lj,' MP-�7FR _ — .,NIA - BP.TH � � � SIT- BED Rv III s°�v III I I_'111 TO I r_� \ - I� I�; V L HED ROOM �_�J I' r�sEvvn-oa -aal _I I 11 _ E- I I �--- I• -=J -y I I.". .�11 j -- U [. NAL L +�ry.�,.l !py@XS L ECK n ;I�i V �„ i _ �z•� .I I I, I I Qo II`�, � ��/� �_���,[� ',3 •� O• I BED ROCM Putcruo,e ,I Igi _ --- _- BEMnO�J'm' (3EI: ROOM !� � I( � i� :1y Oy-=� __--:--I--'fit--'----- - ��� •I '--- � � x I I I + y 4° , Q r Roo, II ON DN x "� ° 3_I � i I c >ArII II\i"Ili tAur:c c"HeRI'—II BUILDING FIRM: MA ua cs v122z 'NOTES: M.Grenier Building,Inc. --.._ _1_f-�C a ( _._.__-=�_--__ n__-_._>_-,�—_ _ - t.SISTER EXISTING ROUGH SAWN FLOOR JOISTS IN LIVING ROOM CEILING g1 WITH 2 x 8 SPF NO 2 GRADE OR BETTER Mark R.Grenier 61 Homestead Lane ne- Yarmouth Port,MA 02675 - (508)-364-6494 mgrenierbuilding@gmail.com N O N O O 1 2 3 5 9 DRAWING SHEET: E-I W SECOND FLOOR L/ FRAMING PLAN SECOND FLOOR FRAMING PLAN "`tlHo' SHEET NO. Y4R = �1-0t' § F PERMIT SET No. REVISIONASSUE DATE OW8n2 S120 PW-t 1/4"=11-01. - SHEET 15 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Trust 11 111 Irving Avenue Hyannis Port,Massachusetts • ENGINEERING FIRM: MA L1C.NO.41715 BADERA ENGINEERING,L.L.C. O JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02653 PH:(500776-6804 emaO:IasEadera®Bmall.wm SITTING W JAMESA. CIVIL N i No.41715 SFO/aTEP�Ot4r F a10NAL EN y°12. MASTER BED ROOM gm O CI BEDROOM N CLOSET CLOSET 1'-7 `l - � BATH MASTER OPEN BATH vrua Z Aao E �� -- BED ROOM U Q U TO BED ROOM 2 OBSERVATION ROOM (�% S~ r/1 O — r1ra---2 — ---' VJ C UPPER HALL b Q L IN. 3-4 BATH CLOSET - w bip ' )41 STEEL MOMENT FRAME O 6N ••d •e--1 - BED ROOM POCKET DOOR W �i w CAI C BED ROOM DD BED ROOM i4 ~ III NBED ROOM IIU 5 D SKr u SKr-UjEi= BOVE ABOVE y w O o aO a BATH LAUNDRY WORK OUNTER CLOSET BUILDING FIRM: MA LIC:CS 9n22 o O M.Grenier Building,Inc. Mark R.Grenier 61 Homestead Lane Do y Yarmouth Port,MA 02675 � t !---! (508)-364-6494 mgrenierbuilding@gmail.com ' d DRAWING SHEET: -1 1 2 3 5 9 F fs SECOND FLOOR V SECOND FLOOR SHEARWALL PLAN SHEARWALL PLAN = 1 ^aetl N° SHEET NO. - /a 1 -0n a PERMIT SET - No. REVISION/ISSUE DATE 02/28/12 Q S120.1 1/4"=1'-0" SHEET 16 OF 25 PROJECT ADDRESS: BEAM SCHEDULE Irving Avenue Nominee Trust II HEADERID BEAM LENGTH COMMENTS - 111 Irving Avenue B6 (2)I-"x 14"LVL L=44'-0"t 4 6 " 7 $ Hyannis Port,Massachusetts B7 (3)1Y4"z 14"LVL L=48'-0"t Ba (z)1 4"x I IT/s"LVL L=17'-0"t B9 (2)14"x 14"LVL L=17'-0"m BID 1 (2)ly"x 14"LVL L=.17'•O"t - B11 1 (2)1-"x 14"LVL. L=12'-6"t - B12 (2)1%"x 14"LVL L=9'•6"i - - B14 (2)ly"x 14"LVL L=3'-6"t - - B15 (2)1y" LVL L=8'-6"t - - B16 (2)1/"z14"LVL L=V-6"t - 17 (2)I%8 "x 14"LVL L=17'-O" 18 (2)P/."x 14"LVL L=1T-0"t B19 (2)ly"x 14"LVL L=17'-O"t ''''• B20 (2)IY4"x 14"LVL L=17'-0"t ENGINEERING FIRM: MA LIC.N0.41715 B21 (2)IY4"x 14"LVL L=1T•0"t BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. P.O.BOX ORLEANS,MA 02653 PH:(50e}77e.6804 emanaasbaeera®gmau.mm L Ij II SITTItI�G- li I � II s it ` i ji = a3 ADEVIL JR. ". _ No.11715 N I I/I I ii I t \\ II I II tie F016TEP G�W If U I I ;i _ _�_—_—M"AS-T I �i � i i I �10"•LO 2 x4AT 16"O.C.BALLOON FRAMED WALL �- TO UNDERSIDE OF NEW BEAM -- IBEDROOM: =r O II _- �,� ___ . _-_ •• J Q°y CLOSET I to ti �� B.1 MASTER — OPEN ° I ��i I I ❑ x HG _i _ BATH Isn u E I G 9 T r �ao E B19 N+1"e I BED ROOM zO I II a To I BE ROOM oN Roots Qp I // Cd NEW R F D K I / � a�l( G I I B9 B6 ❑ s6w All B" (5UPPER HALL .��NEW Bm ele ti B:a r ex1 I / - W O BATH\ Cd 1 I it `ZLO�P / +1.• I / 8I4 0--- 'Aa°� N \\ I / O 8ED ROOM —--POCKETDOOR --------------------- = x = L - = I BED ROOM ------ — Q I I I I Q - I I I / BEd ROOM I I I I I I a I I -- ❑ I I , � ooE o 0 — I I a` O I CONNECTOR SCHEDULE — eA7H- L-A)UNDRY OUNTER HANGER I.D. CONNECTION TYPE MODEL NO. QUANTITY INSTALLATION DETAIL COMMENTS \ / I HG4 BEAM TO BEAM HHUS410 1 CLDBI` I .® HGS BUM—TO BEAM LGU3.63�SDS 5 BUILDINGFIRM: MALIC:CS91222 \ / I HG6 BEAM TO BEAM HU416 8 I I HG7 BEAM TO BEAM U414 2 � HG6 BEAM TO BEAM HUC416 I M.Grenier Building,Inc. U HG9 BEAM TO BEAM HUCO4125DS i HGIO BUNTO BEAM MGUS.50-sos 2 _Mark R.Gmnier HG12 BEAM TO BEAM HUGl6 5 61 Homestead Lane BB PCl BEAM TO POST I CUSTOM CONNECTION f( PC2 BEAM TO POST I CUSTOM CONNECTION Yarmouth Port,MA 02675 -. -- PM BEAM TO POST 1 I CUSTOM CONNECTION (508)-364-6494 mgrenierbuildingQagmaii.com • SEN] NOTE:THE METAL CONNECTORS SPECIFIED ABOVE ARE (�I - MANUFACTURED BY SIMPSON STRONG-TIE ti O N I O I--1 4 O 1 2 z.4 3 3.3 g q DRAWING SHEET: CIO 1 CEILING FRAMING PLAN CEILING FRAMING PLAN 1 SHEETNO. ' ��11 = V-011 rT,W PERMIT SET No. REVISIONASSUE DATE ozna/Iz S 130 a e • - PROJECT ADDRESS: Irving Avcnuc Nomincc Trust II 111 Irving Avenue q 6 7 g Hyannis Port,Massachusetts ENGINEERING FIRM: MA LIC.No.41715 BEAM SCHEDULE HEADER ID BEAM LENGTH BADERA ENGINEERING,L.L.C. RI JAMES A.BADERA JR,P.E. - P.O.BOX 716 ORLEANS.MA 02653 \/ PH:(508)-776E804 eman:las°adaa@9mail.mm I I soar I s' L------------- -- F MA SITTING SA ` DE RA,JR. Rl aVIL No.41715 '�F p�F FCIaTEPEp�"W c SBrONAL a�i10 - ----- M T ASTER--_-_--- gg I BED ROOM - I � \, I jBEDROOM!� I SET r -- -- V — -- - Ir- ----� BATR� O R I. B.2 '•d MASTER I OPEN I �j BATH I worE°h I BED ROOM I II I UP TO l� I ~i I BE ROOM Ij I OBSERVATION ROOM I • I �/ C� I NEW R E-D -K -_ _ I/- I / Q� C \ I I II I I I NEW UPPER HALL tib I ---- _ I d V II CLOSET O BATH N I ' / L---------- - ` I FL �/ W S- BED ROOM POCKET DOOR II o L --- - -- - ---- F- ( a W � BED ROOM S-4 I I II ON I I I I Isl I ' 8Etl ROOM I I II` m D I I oU 0 I I 0 0- j C - $A-TH- LAJUNtlRY'O.NNnR - I O BUILDING FIRM: MA LIC:Cs 91222 I I I l7 M.Grenier Building,Inc. Mark R.Grenier 61 Homestead Lane 00 ' Yarmouth Port,MA 02675 - 1 - (508)-364-6494 mgrenierbuilding@gmail.com N O N O 4 ' O DRAWING SHEET: - 1 f--1 ^ W ROOF FRAMING PLAN ROOF FRAMING PLAN • �4rr _ V-0 1r SHEET No. PERMIT SET No. REVISIONASSUE DATE " 02/29/12 S 140 a SHEET 18 OF 25 - PROJECTADDRESS: I � I Irving Avenue Nominee Trust II I I I Irving Avenue Hyannis Port,Massachusetts K I KIKI'S _ o I CLOSET I A I I I L----------------------------- ------ ----- ------ - ----J SITTING ENGINEERING FIRM: MA LIC.NO.41715 to z BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. --I 13 P.O.BOX 716 ORLEANS.MA 02653 PH:(506}7768604 emag:lasbadera@gmail.mm 1 _ T----- -------------M—A-SI IR----------------T� o�� AMES BED ROOM ; D IVIL F . ..41715 / I °'s'sP It0'o�+' I I I I t EW I CLOSET o In~ ✓, rA B - - -� J r 0 Z L J I J U � —I F p to J L J Xh A A ~ OPEN H r Q( SKY LITE • �..:.:':. BATH - ......... ABOVE. , IMF 1�- 7[T ............ TO co r. O BE SERVATION ROOM iROOM ❑ z W A W . ... ... ... ~ L/] \\ I 2 x 10 JOISTS I I � p AT 16"O.C. URPER: H LL �b 1 x 12 DESK J AT 16 O.C. r I / a I5 P D FO AGE ` i I CL SET — / U °❑❑ BATH I s / I `3 I / ® o 0 o ♦\Ilip ................. POCKET DOOR ................. .. ' BUILDING FIRM: MAuc:cs9lzzz ------- -- — -- --- — \ J Q J ........ ------------------------ I ------- ------- --- A Greene BullInc. ----� REF. D.w. ❑ N P r ding,Inc Mark R.Grenier 61 Homestead Lane an J -- Yannouth Port,MA 02675 l - --- --- - — —— — — — — — - (508)-364-6494 mgrenierbuildingQgmail.com C,6 - - -? r - - - - -r — U) I I r--- ---------1+---------- -- Q I I N v - o DRAWING SHEET: FLOOR AND DECK FRAMING PLAN OBSERVATION ROOM DO FLOOR&DECK FRAMING PLAN %2r' = 1 1-011 2,4 3,3 " °"' SHEET NO. PERMIT SET No. REVISIONASSUE DATE °dr 02/28/12 S150 a sa> 1/2"=P-0" SHEET 19 OF 25 4 PROJECT ADDRESS: Irving Avenue Nominee Trust II 111 Irving Avenue Hyannis Port,Massachusetts ENGINEERING FIRM: MA LJC.NO.4n15 1 BADERA ENGINEERING,L.L.C. A - JAMES Ai BADERA JR.,P.E. P.O.BOX 716 ? ORLEANS.MA 026W ro ro ' •-'N'-' �•'Vi'•' r N PH:(509}7768804 emeA:JesEadme®emell.mm r � QO ID "OO PERF. •� - BAMES A. s� DERA. CIVIL O O No.41715 - O,■ "O - �aFGl BTEP�O��W FSS/ONAL Eat 0'I it 1 A7,e L . __—________.� - ix •' NEW ROOF DECK = O11 10 9 8 7 6 i it H =1 I 1 I 2K 1J ■ =I I I I �"y I I 1JI = ® z .12 2K \\\ Q t (2)2x STUD POCKET 13PERE = 1J Q 14 \ I 1J 03 \\ 12K1J ■ I 16 2K \\ I = DOWN \\\ I = O 17 18 11J = UP - 'd \ O _ W ---------------- I I I �■ 2 2 I .� / I I ■ I I '"( Cd O �J ■ i REF. i D.W. O ----� - - - I --- x r — — — — r .--------- -----• - // I I \ --- ---- --=---- ram\ PERF. I.- r \`_/ �J I I \\\ I `m A I m BUIIAINGFIRM: MALIc:CS91222 M.Grenier Building,Inc. SHEARWALL PLAN 61Ho G�eaie< 61 Homestead I,eoe d■ Ymmouth Port,MA 02675 - 2.4 2 = 1 —011 3 3 (508)-364-6494 mgeniabuilding@gmail.wm ' O N O O DRAWING SHEET: OBSERVATION ROOM C/1 SHEARWALL PLAN . PajtlNa SHEET NO. . PERMIT SET No. REVISIONASSUE DATE 02n8/12 1 L S O a s� �.7 V SHEET 20 OF 25 PROJECT ADDRESS: y I H 1 2 H3 I Irving Avenue Nominee Trust II ____—__ 11 I Irving Avenue Hyannis Port,Massachusetts HG14 (2)2 X 8 I -------------- - LHG15 I 1 LHG15 I 14 13 12 it I Hill LHG 5 I I I I I I B24 HG1 J r I I- �I � ENGINEERING FIRM: MAL1c.No.4vu � I 4--J I I I 1 � HG 5 1 1 .I BADERA ENGINEERING,L.L.C. TIE BEAM I I I HEADER SCHEDULE JAMES A.BADER4 JR.,P.E. HEADER IO HEADER LENGTH COMMENTS P.O.BOX 716 --I—_L_—� H1 (3)P4"x SW LVL L=1'-6"2 ORLEANS,MA 02653 I LHG 5 H2 (3)I/"x9y"LVL L=4'-0"t + B26 PH:(SOB}7766804 emanaaseaae"a®Bman.wm r 2 x 8 SPF No:l H3 (3)I,"xS "LVL L=1'-6"x I H4 L=2'-4"i LHG 15 D CK JOISTS ❑ HS (3)I�"x IT LVL L=2'-4"t r A 161I O.C. HS HIS - (3)1'.'IT L=3'-Wi HG16 HG 5 H8 (3)P/,"x5Y,,"LVL L=2'-6"t .J L (3)1 i'z614"LVL L=2'-6"t o A SA. \\ r, H9 (3)1 RIM."LVL L=2'-0'3 DERN \ I I TIE BEAM 1 H10 (3)1°/i'x 5Y,"LVL L=4'-6"t 2 2X STUD POCKETS CIVIL No.41715 \; 1 L G15 H11 (3)1�"xSY2"LVL L=2'-0"t °FFo18Taa�oa"W¢ery \ 1 H9 I r 1 *NOTE:CONTRACTOR TO VERIFY ALL HEADER LENGTHS PRIOR TO CONSTRUCTION. SI NAL E lay \\\� 0 LHG15 j j H6 \\ I LHG15 I CONNECTOR SCHEDULE .-___________ I HANGER I.D. CONNECTION TYPE MODEL NO. QUANTITY INSTAl1ATION DETAIL COMMENTS J BEAM T°BEAM LUsze-z 1 I 1 HG15 JOIST TO BEAM LU52a 10 L—__-- —I_---_L____1 G14 (2)2 x 8 I 1 HG18 AM TIE BE TO BEAM HUCB 2 - --_------ oTE ;THEM I J MANUFAMREDABY SIMPSON STRONGTIE-LCO D ABOVEARE C,6 -- - 7T- - - -� --- CAI I' t-- -44-------------------- - V� z REFER TO SHEET S160 FOR JACK AND KING STUD CEILING FRAMING PLAN QUANTITY AND LOCATIONS. a) Q 2,4 %211 = 11-011 3,3cn a� rn cd -----I--I---------- --� -- ..--I Q BEAM SCHEDULE W pi W HEADERID BEAM LENGTH COMMENTS I I R2 (2)1 i'x l l%"LVL L=17'-0"3 " — PLT.HGT.=T 43/ " r-, 16 B24 4 z 8 D.F.No.1 L=8'•6"i _ n B25 4 x 8 D.F.No.I L=8'-6"t I I v E W R 0 OF DECK B26 (2)1%"x 9ye'WITH(1)%2"x 9"FLLTCH PLATE V.I.F. SEE NOTE BELOW N - CONNECT LVLS TO STEEL PLATE WITH V.DIA.THRU BOLTS AT 16"O.C. ALTERNATING TOP/BOTTOM OF BEAM,2"FROM THE TOP AND BOTTOM EDGE OF STEEL PLATE AND 4"FROM THE ENDS OF THE BEAM. .. I I - •• F I N a Q ! a I � •NOTES: ❑BSERVATINN 1.ALL STUDS TO BE 2 x 6 AT 16"O.C,SPF STUD GRADE OR BETTER,UNLESS (SEE SHT.5730 FOR BEAM SIZE) I 2 X 10 RAFTERS DECK❑ O _ OTHERWISE NOTED. BUILDING FIRM: MAuc:cs9lm AT 16"O.C. �iI 2.GABLE END WALL TO BE 2 x 6 SPF NO.2 OR BETTER BALLOON FRAMED. I I 3.PROVIDE 2 x 10 BLOCKING BETWEEN THE RAFTERS IN THE FIRST TWO END M.Grenler Building,Inc. BAYS AT ALL GABLE END WALLS.INSTALL BLOCKING AT 4'-0"O.C. I MEASURED ALONG THE SLOPED DIMENSION OF THE RAFTER Mark R.Grenier - r - 61 Homestead Lane °0 �I n Ya outh Port,MA 02675 I (508)-364-6494 mgrenierbuilding@gmail.com ACCES I f (( I N HATC o r „ I I � N L---------_' II O —PL-TVGT.= T-4'— — -- — __---� -- — — -- DRAWINGSHEET: OBSERVATION ROOM CIO CEILING&ROOF FRAMING PLAN ROOF FRAMING PLAN 3 PERMIT SET -- SHEETNO. `] $ z.4 .3 No. REVISION/ISSUE DATE 02/28/12 S170 P, %err = 1141 ' - s� 12"_1'-0" SHEET 21 OF 25 PROJECT ADDRESS: Irving Avenue Nominee Trust II I I I Irving Avenue Hyannis Port,Massachusetts f ENGINEERING FIRM: MAUC.NO.41715 BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. -- P.O.BOX 716 ORIEANS,6-01653 P ( } 86 em J atle Q9 Il.co M:50 77 a04 all;asb 2 I _ . A _.—.—_--_—_—.— AMES A. i� DCNLJR sEcouo Ftoon e!w (nN.) _ -------- ---.. — -/ - — --— -- — ----- -- — �— --- H ------ — _ \\. r—rrul I. ._ tSl FLOCK CEIL NG FIN ILL C7, rA FIIt51 F_o0R FIN. � cn � Cd Cd w a w BUILDING SECTION A-A _ Cn 88 x - t= 3 0 l ` o a` i BUILDINGFIRM: MAUC:Cfi91222 ' A Grenier Building,Inc. Mazk R.Grenier ` 61 Homestead Lane oe Yarmouth Port,MA 02675 - t (508)-364-6494 mgrenierbuilding@gmail.com n I C i d C DRAWING SHEET: ' BUILDING SECTIONS E- SHEET NO. a PERMIT SET j No. REVISION/ISSUE DATE o� OZQ8/12 SEC01 a SHEET 22 OF 25 • PROJECT ADDRESS: Trving Avenue Nominee Trust II 111 Irving Avenue Hyannis Port,Massachusetts ENGINEERING FIRM: MA uC N0.41ns BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. « P.O.BOX 716 - - ORLEANS,MA 02653 PH:(508}776-6804 email:laabadem°Qgmaa.mm ' i I CIVIL N°.41715 _'_61�_ \rnT� — \ C. H11P.P. F6S/ONAL EaG dVY oZ PLTH{'ir.--AX.E / 0� -- . i ti i N N FLU LN FBI, HL ' C d H � -d •1-4 O BUILDING.SECTION B-B 88 F 3 'o O a • BUILDING FIRM: MA LIC:Cs g1222 M.Grenier Building,Inc. _ Mark R.Grenier - - 61 Homestead Lane o® Yarmouth Port,MA 02675 - / (508)-364-6494 mgrenierbuilding@gmail.com - C` r - C i d C DRAWING SHEET: 1 F • Lz BUILDING SECTIONS v E- SHEET NO. a PERMIT SET No. REVISION/ISSUE DATE onai12 SECO2 a '� ao. 1/4"=1'-01, SHEET 23 OF 25 - PROJECT ADDRESS: C 2 Irving Avenue Nominee Trust II OUTSIDE FACE OF EXISTING W000 WALL III Irvin,Avenue C Bc o Hyannis Port,Massachusetts �r I Z o W 8 x 2 4 �� E x 'B1 •-0• TOP VIEW -0' o..�wn,'."mr:rwT< B5 D zA¢ 5'-32// 4'-102„ bYAP� a>u 3'� 3 eo-< 5 2" C 1 4" B 2 ELEVATION VIEW I A,.AnR�� =N �wm+a*••T,�o� ENGINEERING FIRM: MA uc.No.4171s W 8 X 24 N�OPEB ecAN- c...... �"``T°N - BADERA ENGINEERING,L.L.C. x 1 q 3�� B 3 JAMES A.BADERA JR.,P.E. 3/-2— Ln 14 -44 P.O.ORLEANS,MA 02653 B3 a. � T M 7s• W 8 x 24 PH:(508}776-6804 —0:laabader&-il.wm COPED BEAN COPED 8— CONNECTION W 8 x 2 4 EBNNEET,BN - - - - - - - R B �1 •a•. TOP VIEW �� �: �'.,.m B 5 *�P 63„ 10,_73,, X ERA.JR F /I /1 „o„nO'Oi nrcn '"�'.mcs', CIVIL H `F `h L No.41715 ti ELEVATION VIEW LLL FSS/ONAL EaG B4 527/ D B4 ' CCE BEAN [DEB BEAN ECTION CRINECTION W 8 x 24. W 8 x 24 2 C3 • FRAMING PLAN ❑ 51" C4 4" /211 = 1'-011 B1 TOP VIEW ti 2 „ B5 19 103 Dv;l,�, 4 3 C ELEVATION VIEW a Z 2 iN C)�w mT,A gam.. (U U ° :� B'S• b'-0 *4 o'-0• rcdamps � •- - - -t. - - BP1 ---�� -� - -�-� TP1 •d � � W TP4 TPI ELEVATION VIEW F-ll1 M FM- TP3 B-B B-B r FM.* TP2 ko'-1o�I R rd 0 d B-B BP2 -� - o TP2 W i� a W B4 B3 B2 B4 B3 B2 m.. B-B r-H C N w C C ka'-10 ,I�ko'4i ��+ ❑ BP3 TP3 M N�NyN Bs �6 III���III 1J-1 C a«< C C Y AO'-6+ Av c„mA Y' 2'-0' 1` �� rr�•7 C C BP4 -�— - �- TP4 B B ��aNa.� �E� ��ou B B .;;mn ° B B 3 B B 'NOTES: O a 1.BOLTS TO%"DIA.ASTM A325,U.N.O. 2.ROLLED SECTIONS TO BE ASTM A572 GRADE 50,Fy=50 KSI. $UII.DING FIRM: MA uC:Cs 91222 3 as �� C3 C2 > 3.HISS TUBULAR STEEL SECTIONS TO BE ASTM A500 GRADE B,Fy=46 KSL 4.WELDING ELECTRODES TO BE E70XX. M.Grenler Building,Inc. Mark R.Grenier ^� 5.ALL HOLES TO BE 13/B"DIA.,U.N.O. 61 Homestead Lane BB ,t u Yamlouth Port,MA 02675 - - I-- A A C—C P A A a L3YBx31fx A A 6.ALL HSS TUBULAR STEEL BASEPLATES TO BE a%"THICK,AND ALL TOP PLATES TO BE Y"THICK. (508)-364-6494 m&enierbuilding@gmaii.com t e 6.ALL STEEL TO BE PAINTED GREY. C—C A ° 7.ALL FABRICATION AND CONNECTION CLEARANCES AND TOLERANCES PER LATEST A.I.S.C:CODE. C, v 46 8.ALL WELDING TO BE IN ACCORDANCE WITH"AMERICAN WELDING SOCIETY STRUCTURAL WELDING C CODE-STEEL",AWS 01.1. DIP. ' DIA. _ C r THREADED ROD THREADED ROD TO CONC. TYP. LL�JJ'J TO CONE. TYP. BP4 BPI 91' DIA. DRAWING SHEET: 9'i DIA. C SECTION D—D A-A THREADED ROD THREADED 1 A-A TO CONC. TYP. TO CONE. TYP. %211 = 1'-011 \ . BP3 SECTION &E BP2 STRUCTURAL DETAILS COL.ID TYPE BASEPLATE ID I TOP PLATE 1B A-A ��„ = 1,-0„ A-A cl NSS 3x]x5116' BPI TPI SHEET N0. cz Nss 4x4xvz• BPz �Tp �E3 NSS 4x4x1/2' BP] PERMIT SET D001 No. REVISION/ISSUE DATE 02/28/12CO NSS 3x3x5/16' BP4 I I ii PROJECT ADDRESS: Irving Avenue Nominee Trust II 111 Irving Avenue Hyannis Port,Massachusetts ENGINEERING FIRM:-MA LIC.NO.4I7I5 BADERA ENGINEERING,L.L.C. JAMES A.BADERA JR.,P.E. P.O.BOX 716 ORLEANS,MA 02853 . PH:(508)-776-6804 —11:ia:bad..@g—fl m ' _ Cd N U r/r H .b . o a` BUILDING FIRM: MA LIC:Cs 91222 M.Grenier Inc.Building,g _ Mark R.Crenier 61 Homestead Lane oe Yarmouth Port,MA 02675 Erd- L - (508)-364-6494 mgrenierbuilding@gmail.com N O N i O r O DRAWING SHEET: t REVISIONS CIO t---t PER MIT �+ SHEET NO. �7 P ER IT SET No. REVISIONASSUE DATE m«: 02/28/12 D0 02 a 1/4"=1'-0" SHEET 25 OF 25 i