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0936 SEA VIEW AVENUE - Health
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' ' •r9 � � is.♦ �r' r, .r+`.a. , .'.Jz't: 'rt4 `, � n ' „ e APR-04-2014 03:53 From: To:15087906304 Paee:1/2 EPPR-04`-2014 02"55•From: To:IS988332EW Pa'ee:2!3 i f i Town of 11amstable, RAguUi-tO ry&rwim, ' Thom"F.QUM,Mr®ato r " + Pubift Health I?ivfd0l Thdtflea ps 11tlrectoY t 200 Mef'a sowt,Romb,MA Mv, • Qffiea: SOB,Bf 4644 ftmc $09-790.904 �J6lDeuf® _ �_n�� i Datet N 31i: 50waph, 9ol��l'J'oL Aeecaeor'gA aplPaz l�.� - � m�eeg�+or:• �Ra►�x.GR+ �i'aL�E��G,Ste: Iaap�r: L�r' �?y AA p,I�reae: wcm& 1 'Y- Address: Lis `� 'P 1`Q4.. zm. 4n S t I ;r a fssuedape®dtta`iaetan. e ,w w%gL based on a des*dtawa by • dffub . � �}l .S.T+ 4 tied S ••�13��. Y' y f tfb:eap4c'.o :xefeaBd olydve:ass iaatsned apbetax�aIIy acoatdvog ro i d�.. o�,.. ,mey'sma�ode mf &.gppiVvb&ChO ee shah ss a1 Bloc tiara o 0 • di�'6ativ�•baz.a�ai�aoca�d:�C• ' ►! L tbat tl spefem above vas,fnewed-with or cfrsagea{s.e. stu. . geater'.ttian 10"let�cal raloaa�ic�a ef.tb�e 9A3 or arty "cnl.ratooat� oftbft tEa;epele ti �.acaur&=i*thAbO dt Loeel a, Plan tev� yr • ce�tlfr�das=b+aXt' rto��fIoar :L.�HaF. - ' pmmiwi sif 'uo.'tt70y "! AH D' o-)t�ealD�i�e Oaa�7•�6-04doa ' _.. ........ _........... .. -73 7-1 7� kkA -�r4 CA PERMIT U0. 12 11�IST&LLERJS IJL1ME ADDRESS BUILDERS IJ-&MF- ADDRESS DATE PER"VT ISSUED '- 19�7-z� DATE COMPLI W ACE ISSUED : / /1 "�' r/'-� F Y ��" �J �t �I I. � � r .� ti ��G� l: ON SEWAGE PERMIT NO. VILLAGE C5 2t V/�C�r I N S T A LLER'S NAME i ADDRESS f U I L D E R 01 OWNER DATE PERMIT ISSUED DATE C 0 M P L I A N C E ISSUED ✓0 .S k,- 4b" f z � o Line TOWN OF BARNSTABLE LOCATION ��C.a�vec`t.� _� SEWAGE# y—3 SO VILLAGE 0,�--e�"72.L.)9tA_ea ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. .�• �• �c���ml7i-���`� SEPTIC TANK CAPACITY �c>�^� ��tt LEACHING FACILITY: (type) 't CGi7-e� �3) (size) NO.OF BEDROOMS i OWNER S—Mp1to0 IZCe 1%2. PERMIT DATE: 9 COMPLIANCE DATE: Separation Distance Between the: , Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility t6 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(Many we ds exist within o 300 feet of leaching facility),,-o �O Feet FURNISHED BY /''� i COO 3, • Do Jp �— 143�JS i ao1y _ S� - No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21pplitation for Disposal 6pstm Construction prrmIt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.q3 6r A,% �V,,f— Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0 7 T Oq I— 0 0 G` `� Installer's Name,Ass,and Tel.No. Designer's Name,Address,and Tel.No. oglm ,fit 1� 7 7 1 D "l�`39 B aka <-e- 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 Alteratio s(Answer when a plicable) Q(1J ` A-e "AA QUOU 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 Env ironment2 C and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health: Q o� Signed Date Application Approved by -'"' Date Application Disapproved by Date for the following reasons Permit No. g0 Date Issued 19 - ,h No. `I 1 Fee -THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS, Yes Rppflcation for i3isposaP4.' pstem Construction Permit >' Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (0 � �11 L,... Owner's Name,Address,and Tel.N. Assessor's Map/Parcel bs T Dq l- t� Installer's Name,A(Jkss,and Tel.No. c-�+ Designer's Name,Address,and Tel.No. � L a! "f V W AA 1 CA1,SA 7 7 k` Type of Building: i Dwelling No of Bedrooms ►" Lot Size a, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gv 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) Q VJ n P (bnn v cl CA tiz 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 Envirom eatff Cede and not to place the system in operation until a Certificate of F`. Compliance has been issued by this Board7He,@,1tr1. CSign= Date ��+� t r - It-1 Application Approved by Daie- 7 " g Application Disapproved by Date for the following reasons Permit No. U Date Issued i ----------------------------------------------------------------------------------------_-------- - ---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of CDmptiance THIS S TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by d+_TU\_�% ��( C-1i `r4T at I C4&,-, has been constructer d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�'Gl`i/-3 Sy dated Installer Designer , #bedrooms Approved design flow gpd The issuance of this ermit shall not be construed as a guarantee that the system will func�*olas h desi ed.Date Inspector , QS i ----'-------------------------------------------------------------------------------------------------- )------- No. d OI L(, 3 J V Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MisposaY *pstrm Construction Permit Permission is hereby granted to Constructt'(n.) R�%air( ) Upgr de( ) Abandon( ) System located at 9 3� d�^'� U"�'^ 0 S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following lgcal provisions or special conditions. J. Provided:Construction must be Y pleted within three years of the date of this permit. Date 9 — 1 G 1 e I Approved by 1 ._ r �eCQi ' 051 u1s, bb (�kVe (A Sk -1-0 5A41 i . r No. l t Fee BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou jFor Yell Cou5tructiou Permit Application is hereby made for a permit to Construct(/ Alter( ), or Repair( an individual well at: 9f)�r ly 1��7 AQ2 P—Agc�c-� Q LLoocaytionn--1Address Assessors Map and Parcel Owner Address Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well '� a �� Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance Us been issued by the Board of Health. Signed Date Application Approved Ax Date Application Disapproved for the following reasons: Date Permit No. e5 3 Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO C�EERRT-IIFY,that the individual well Constructed, Altered( ), or Repaired( ) by j�� Installer at ( �— has been installed in accordance with the provisions of the Town of Barnsta le Board of Health Private Well Pr tect'on Regulation as described in the application for Well Construction Permit No. r-�3c3—Dated 11 GILP THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. I LI —l) 3a Fee '3F""1MdP,tfe.. BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication ff or Yell Congtruction Permit Application is hereby made for a permit to Construct q/< Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel Owner Address �. ���5 C,J�t✓l.l. c _I l� 1 rJiJ pep &�)S Installer-Driller / Address Type of Building Dwelling / Other-Type of Building No. of Persons Type of Well Capacity Purpose of Well 11?-tea In taT c� r� Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed 11 •� G � Application ApprovedQy _1a4\'f_ Date Application Disapproved for the following reasons: ^� Date Permit No. kbo z : ) Issued 'Date BOARD OF HEALTH TOWN OF BARNSTABLE .Certificate of Compliance,. THIS IS TO CERTIFY,that the individual well Constructed), Altered( ), or Repaired( ) by \-h ic x_-!= --I Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.V�k/U Dated f\ j(:) j j Lj THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector TOWN OFARBARD OF NSTABLE � 'i"� Ivell Con'5truction permit } No.L3 f�S'V'Z4 — c> j Fee L`/ Permission is hereby granted to p r�=\ r Installer to Construct Alter(SLa or Repair( ) an individual well at: No. v► b )'\\t. )_ " Street i as shown on the application for a Well Construction Permit No. A 14 __ ---..Dated I Date / /J 7 Approved By �'' j I � � �� t ���� � � � ��- - f w oFz to Town of Barnstable �• Barnstable',.* BOARD OF HEALTH ii�n,ericacity ., y 11ARv1ASs. �+, 200 Main Street, Hyannis MA 02601 t63q. �m ATED MAt a 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi CERTIFIED MAIL# 7011 0470 0001 4525 7208 June 13,2012 o �. Mattison Osterville Trust c/o Peter D. Mattison Tr. 468 Harvard Road Stow, MA 01775 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 a • The septic system located 936 Sea View Avenue, Osterville, MA was last inspected on 5/8/2012, by Robert Paolini,.a certified septic inspector for the state of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of the 1995 TITLE 5(310 CMR 15.00); due to the following: • System is in hydraulic failure You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH ' mas McKean, R.S. CHO Q . Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\Regulatory Authority.doc Commonwealth of Massachusetts ' U. Title 5 Official Inspection Forms Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y '� dw�) 936 Sea View Ave. sl/s Property Address '> Joes h Mattison Jr. Trust / ` - Owner Owner's Name information is required for every Cisterville Ma. 02655 5/8/12 page. Cityrrown 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 filling out forms A. General Information n C� on the computer, ►lJ) use only the tab 1. Inspector: key to move your cursor-do not Robert Paolini use the return key. Name of Inspector Robert Paolini Septic Service Company Name 17 Playground Lane Company Address Yarmouthport Ma 02675 Cityrrown State, Zip Code 508 362-3555 S14454 Telephone Number 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. 1 am a DEP approved system inspector pursuant t'•=Section %340 Ua Title 5(310 CMR 15.000).The system: : ❑ Passes ❑ Conditionally Passes ❑ Falls ❑ Needs Further Evaluation by the Local Approving Authority h 7— r I .. 5/8/12 kw�, Inspector's 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.inspection ubsurfaca Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust owner owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): J k t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17, t t Commonwealth of Massachusetts IVTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): e _ ❑ The system required pumping more than 4 times a year due to-broken 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 (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Falth: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if ° the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 N Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is Osterville c Ma. 02655 518/12 required for every .page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface 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 from a private water supply well**. Method used to determine distance: ** 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 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: y Yes No 0 0 Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ❑x Discharge or ponding of effluent to the surface of the ground or surface waterse due to an overloaded or clogged SAS or cesspool ❑ 0 Static liquid level in the distribution box above out invert due to an overloaded or clogged SAS or cesspool ❑ ❑x Liquid depth in cesspool is less than 6".below invert or available volume is less than'/z day flow t5ins•11/10 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 ' a Commonwealth of Massachusetts l Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. Cityfrown State Zip Code Date of Inspection B. Certification (cunt.) Yes No 0 © Required pumping more than 4 times in the last year NOT due tti clogged or obstructed pipe(s). Number of times 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 water supply. ❑ ❑x Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ 0 Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ❑x 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.] ❑ 0 The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. 0 ❑ 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) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes . No ❑ ❑ 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 II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered-a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments SVe r 936 Sea View Ave. Property Address J Joesph Mattison Jr.Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. City/Town 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 ❑x ❑ Pumping information was provided by"the owner, occupant, or Board of Health ❑ Z Were any of the system components pumped out in the previous two weeks? ❑x ❑ Has the system received normal flows in the previous two week period? ❑ n Have large volumes of water been introduced to the system recently,or as part of this inspection? 0 ❑ Were as built plans of the system obtained and examined?(if they were not available note as N/A) ❑x ❑ Was the facility or dwelling inspected for signs of sewage back up? ❑x ❑ Was the site inspected for signs of break out? ❑x ❑ Were all system components, excluding the SAS, located on site? n ❑ 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? ❑x ❑ 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: a ❑ 0 Existing information. For example, a plan at the Board of Health. ❑ 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): 7 Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 770 t5ins•1 V10 Title 5 Official Inspection Form: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 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ❑x No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ❑x No Laundry system inspected? l5x1 Yes ❑ No Seasonal use? ❑ Yes ❑x No Water meter readings, if available last 2 ears usage d NA 9 ( Y 9 (gP ))� Detail: Sump pump? ❑ Yes Fx1 No Last date of occupancy: NA Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): 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: t5irrs-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts ° Title 5 Official Inspection Form Subsurface Sewage Disposal.System Form-Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is Osterville Ma. 02655 5/8/12 ° required for every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Robert Paolini Septic service Was system pumped as part of the inspection? ❑x Yes ❑ No If yes, volume pumped: 1000 gallons How was quantity pumped determined? Measured Reason for pumping: Type of System: Septic tank, distribution box, soil absorption system ❑x Single cesspool ❑ Overflow cesspool c Privy a ❑ 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)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 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 official Inspection Fora Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 936 Sea View Ave. ` Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ❑x No Building Sewer(locate on site plan): Depth below grade: 2' feet Material of construction: ❑ cast iron ❑x 40 PVC ❑ other(explain): , Distance from private water supply well or suction line. 1 + feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence'of leakage.System vented through the Building vents. Septic Tank(locate on site plan): 2' Depth below grade: feet Material of construction: Z 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 ❑ No Dimensions: 1000 gallon 511 Sludge depth: t5irr;•11110 Title 5 Official Inspection Forth: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 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. Cityfrown State Zip Code Date of Inspection D. System Information (cunt.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 31" . 211 Scum thickness Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle • 12" How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump tank every two years.Inlet and outlet tees are in place.No evidence of Ieakage.Tank appears structurally sound. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete Q metal ❑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 Form: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 936 Sea View Ave.- Property Address Joesph Mattison Jr. Trust Owner owner's Name information is required for every osterville Ma. 02655 5/8/12 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection).(locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ 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 t5irrs•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No box present 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts - W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .'" 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8l12 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Type: ❑x leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pit was dry at time of inspection.Stain lines show pit has been full. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 1 Depth—top of liquid to inlet invert ' Dry Depth of solids layer Na- Depth of scum layer Na Dimensions of cesspool ' 6'x8' - Materials of construction Concrete Block Indication of groundwater inflow ❑ Yes ❑x No t5ins•11/10 Title 5 Official Inspection Forth: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 r 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. Cityrrown state Zip Code Date of Inspection D. System Information (cunt.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Split system with single cesspool.Upgrade needed. G Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): f t5ins.11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 I Map http://66.203.95.236/arcims/appgeoapp/map:aspx?propertyID=0910... Town of Barnstable Geographic Information System Parcel Viewer Custom MapIF Abutters Map Size ❑ ❑ ® Zoom Out o o o®o®o Q®In ot aR. ry _ pp V a�- yTM ,ter, t+ $ • y a: - s( ! $ .+xI 0 20 Feed Set Scale 1" = 20 Aerial Photos MAP DISCLAIMER 1 of 2 5/29/2012 7:57AM Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is required for every Osterville Ma. 02655 5/8/12 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Site Exam: 0 Check Slope 0 Surface water 0 Check cellar ❑ Shallow wells Estimated depth to high ground water: Bottom of Leaching 7' feet Please indicate all methods used to determine the high ground water elevation: ❑ 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) 0 Checked with local Board of Health-explain: As-Built ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 annual ranges of ground water elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 i b ` ` r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments r 936 Sea View Ave. Property Address Joesph Mattison Jr. Trust Owner Owner's Name information is Osterville Ma. 02655 5/8/12 required for every page. Cityrrown 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 9 System Information—Estimated depth to high groundwater Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file r. t5irrs•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 l a- APR-05-2014 03:07 From: To:15087906304 Pa9e:1/1 w wpR,n�vo-coins N � w aAr. �sr _ _ - w � cx ram' _.. ..— MAP 91 � PARCEL I 7CBJJf sr, r-a4 wp) eJ,9J3�t a/. !JDJ@iD9J1011R1/DPJ COASTAL 9AAW 09 os^�T x EXISTJNG �OJUNDA7IQN rug F 145 :z c 1 B p 9 2 ? , LNDN J y 2000 GALLON C SEPTIC TANK 0. BOX WNT BENCH @+• SOL ABSORPTON SV=U TOP CONC. BMD. c, 3 ROWS OF MFILTRATORS EL-15.68(N=29) 8 CCHA6t9>•AS$OR PERIPOW 24 CHA1WA$TOTAL LM7N • 89�2 FAV. Rp4585 A� to PLAN SCAL aaE ID 8 to 24 3 40 fi0 BD 1 0 cog i inch a 40 144t �L01434 SEA V 1 E IN AVENUE TO THE TOWN OF BARNSTABLE: SEaTrc aveTru HQuAr •T1>-a- 'I CERTIFY THAT THE SEPTIC SYSTEM HAS BEEN - fl O gES�IPnoN B> dI5Ct�1LlE CONSTRUCTED I AND OR APPROVED DE OF THE SIGN THE TERMS PLAN 1) 24.1' 18.1' 44.0' S. TANK WLCj UO _ AND MEETS THE REOUIRENENTS OF THE TOWN AND 23 24.2' 18.0' 45.4' 5, TANK MD=LID - STATE REGiAATIDNS, AS-BUNT', 33 25.3' 22.7 47,2' S.TANK CUTLET LID 10.06 OUT OF TANx 4) SSAY S8.2' 70.4' D. BOY 10.2a IN/10.11 OUT 5) 47.4' 48.4'' 79.8' CTR. (,NO CNAM8LRS 9,93 INTO CNAwKeS cv o- 6) 67.1' 89.2' 76,9' CTR,END CNAWBFRS - 7) 99.6' 79.8' 71L1' CTR. DO CHAMBERS SAQygv L 6) 93.1' 70.2' b8.6' CTR.END OHAWMS - alerffin 9) 87.6' 81.2' 47.5' CM, ENO CHAUGM 10) 71,2' WS' $9,7' MSPECTION PORT - 91,M1II PARTIAL SEPTIC AS—BUILT A 4"PuEN IN BARNSTABLE, MASSASHUSETT$ ZA04AR L. P >ht*M6u 4a r+o 0 Rn On 10=SW M Roan 936 SEA VIEW 2LIZEARD6 BAT,MA 8Z622 NANnRcimT,MA 025l4 REALTY TRUST INSTALLER (t)006.666R010 (tell 8&325AW 36 SEA NEW AVENUE (fu180ILMM2 wrwAsred MAP 91 PARCEL 4 rl UARCN 14, 201b RWM/,L/DU4 1=5 cm 1PV-" 9''XW"\m,®W Jr HMwNA 4.W.*-.\GU S.b.. ft.-4ap��aq TOWN OF BARNSTABLE LOCATION �� � ��A�JIci,� L SEWAGE# - 1� VILLAGE 63 P-l� L_LL ASSESSOR'S MAP&PARCEL 11-4 INSTALLER'S NAME&PHONE NO. , o9 r�Z z 1 � '� Sod 1 �.3�(�r SEPTIC TANK CAPACITY c=�-006 /,;-k� LEACHING FACILITY.(type) (0) (size) _`D"9-ZI K 16�� NO.OF BEDROOMS OWNER cS. L . PD- �3t4 � PERMIT DATE: 10- 13 COMPLIANCE DATE: Separation Distance Between the: 0 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) a Feet FURNISHED BY t 04 0 �3-3 579-'7 " A-4- -+F A•S- .o 6 o No. _ 7 ), FEE Barnstable Board of Health, APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct()(IJ' Repair( ) Upgrade( ) Abandon( Complete System 0 Individual Components Location 936 Sea View Avenue Owner's Name 936 Sea View Realty Trust Map/Parcel# Map 91 Parcel 4 Address 886 Main St. Osterville,MA 02655 Lot# Telephone# Installer's Name Bortolotti Construction Inc. Designer's Name Bracken Engineering,Inc. Address P.O.Box 704 Marston Mills,MA 02648 Address 49 Herring Pond Rd.,Buzzards Bay,MA 02532 Telephone# (508)771-9399 Telephone# - - Type of Building Single Family Dwelling Lot Size 70,813 sq.ft. Dwelling-No.of Bedrooms? Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow min.required)770 GPD d Calculated design flow 770 GPD Design flow provided g ( q ) gP g g P gP Plan: Date April 9,2013 Number of sheets 1 Revision Date April 24,2 Title "Subsurface Sewage Disposal System in Barnstable,MA" Description of Soil(s) See Plan Soil Evaluator Form No. 11 Name of Soil Evaluator Donald F.Bracken P.E. Date of Evaluation 11/14/12 DESCRIPTION OF REPAIRS OR ALTERATIONS Raze existing buildings,construct new single family dwelling and accessory structures. The undersigned agrees to install the �ve described Individual Sewage Disposal System in accordance with the pro ' Ao►s of TITLE 5 and further agrees to not to pla a s• mi in operation until a Certificate of Co fiance has been issued by the Bo rd- H dth ' �1tN r rylgs S' ned Date o�' pOAIALD F. s��� N Inspections �r eMn1nt r �yriW"�,i�f %�`.b�L.,,�Jt�`+-+'�L-�:i:_�' 4s:.�ii..,f'�+•'hY'^<.^�`ir"s..,;^r«*..,ri t�4-r"2�.�.r��-^F.�..-'Ma`-.1r"'ir"'+�.+:'w�•'�;•'f"�'""�*ram`',.<k+'f�rw.a4-.=�:.'°",F"rx'trd�..�a�t-.:'`,�+�t„L"ji..-«'�. 0 ' __....r,' +' FEE t J ASS HUSETTS t �y: z a .. Board of Health,Barnstable } , MA APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construe(✓) Repair( Upgrade( Abandon( AC]Complete System ❑Individual Components Al Location 936 Sea View Avenue Owner's Name 936 Sea View Realty Trust Map/Parcel# Ma 91 Parcel 4 Address. 886 Main St. Osterville,MA 02655 ` t Lot# Telephone# Installer's Name B.ortolotti Construction Inc. Designer's Name Bracken Engineering,Inc. Address P.O.Box 704 Marston Mills,MA 02648 Address 49 Herring Pond Rd.,Buzzards Bay,MA 02532 Telephone# (508)771-9399 tTelephone# 508-833-0070 Type of Building Single Family Dwelling Lot Size 70,813 sq.ft. Dwelling-No.of Bedrooms 7 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures ' Design Flow (min.required) 770 GPD gpd Calculated design flow 770 GPD Design flow provided 800 ! gpd Plan: Date Apri19,2013 Number of sheets 1 Revision Date April 24,2013_. Title "Subsurface Sewage Disposal System in Bamstable,MA" Description of Soil(s)-See Plan. Soil Evaluator Form No. 11 Name of Soil Evaluator Donald F.Bracken P.E. Date of Evaluation 11/14/12 f . " DESCRIPTION OF REPAIRS OR ALTERATIONS Raze existing buildings,construct new single family dwelling and accessory,h structures. — r The undersigned agrees tostall_in the.ab ve described Individual Sewage Disposal System in accordance with the pr 41f LE 5 and " =` further,agrees to not to place c sy.- in operation until a Certificate of Co fiance has been issued by the B Signed Date fJ` ��AS o� DONALs)F. c\7 Inspectior>s,: . W 1VVVV111r 1 -Tr-..r=-•ac- -•. 'a--�---s-+'-°'—a -.-a��-+:cam ._„__u.u _._.-:..-z.c--....---�...._:-._.s-_-..�s..�...�-...-_... ... v. :.--: �✓tea.-.-.. - _ _ .,- -. -. .-.�. - y r ' Y No. 00 4I -7 1 FEE COMMONWEALTH-Of MASSAC14USETTS ( F Board of Health, MA. r , CERTIFICATE Of COMPLIANCE Description of Work: ❑Individual Component(s) ` omplete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( epaired ( ),Upgraded ( ),Abandoned by: �Vl at � ` ' has been installed in accordance with the pro 'sio s of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated o A approved Design Flow i (gpd) Installer 1 Designer: Inspector: r(/� v/ � "'W� Date: (V The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. - FEE r/ COMMONWLAIT14 Of MASSACHUSETTS Board of Health, G1�//11 MM. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct(Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system c at �, v,n U « r as described in the application for t /. Disposal System Construction Permit No.�T/7_ldated /�° / f Provided: Construction shall be completed within three years of the date of th' per-. t! All lac 1 conditions must be met. _r Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date ' / (-)f Board of Health �/ Massachusetts Department of Environmental Protection Bureau of Resource Protection GENERAL WELL REPORT Note:'GPS coordinates must be in WGS84 datum in decrees. decimal de ree format. 1.WELL LOCATION I GPS(Required) North Q ° West (. ° Address at Well Location 3(.0 5S P()I�i LJ QUg— , ❑Property Owner, !a Subdivision/Property Description ❑Engineering Firm City/Town ��� �( V Mailing Address Assessors Map Assessors Lot# City/Town State Board of Health permit obtained IfdYes ❑ Not Required Permit Number 001C 114 03 Date Issued 2.WORK PERFORMED 3.WELL TYPE 4.DRILLING METHOD 6.ADDITIONAL WELL INFORMATION ® ® � � � ❑ Overburden Bedrock L�J' 7 ❑ Fracture ZI a ❑ ❑ Developed LvJY N EnhancementEl Y S.WELL LOG OVERBURDEN LITHOLOGY Drop in Extra Loss or Disinfected N Surface Seal From To Drill Fast or Addition L'� Type Code Color _ Comment Stem low of Fluid (ft) (ft) Drill Rate Total Well / Depth to pz> rn g ❑Y ❑F ❑L ❑A. Depth Bedrock El El S ❑L ❑A 7.CASING ❑Y ❑ N ❑F ❑S ❑L ❑A From To Type Thickness Diameter ❑Y ❑ N ❑F ❑S [IL ❑A 0i ❑Y ❑N ❑F ❑S ❑L ❑A. L❑� El ❑N El ❑S El ❑A &SCREEN ❑Y ❑N ❑F ❑S ❑L ❑A From To Type Slot Size Diameter ❑Y ❑N ❑F El ❑L ❑A r �® 5.WELL LOG BEDROCK LITHOLOGY Extra ❑❑❑ Drop Extra Fast or Loss or Visible From To In Drill Large Slow Addition Rust 9.WATER-BEARING ZONES 00 (ft) Code Comment Stem Chips Drill of Fluid Staining Rate From To Yield(gpm) ❑Y❑N❑Y❑N❑F❑S❑LCIA❑Y❑N ' ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N ❑Y❑N❑Y❑ N❑F❑S❑L❑A❑Y❑N ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N 10.PERMANENT PUMP(IF AVAILABLE) ❑Y❑N❑Y❑N❑F❑SOL❑A❑Y❑N Pump ❑❑❑ ❑Y[IN❑Y❑N❑F❑S El El [IY[:1N Description Horsepower ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N Pump Intake Nominal Pump Depth ❑Y❑N❑Y❑N❑F❑S❑L❑A❑Y❑N ft Capacity r 11.ANNULAR SEAL i FILTER PACK 12.GEOTHERMAL INFORMATION(Opt.;Open Loop only; From To Material 1 Weight Material 2 Weight Water(gal) Batches Method of Thermal Thermal Formation Placement Conductivity Diffusivity Water (BTU/hr•ft•°F) (ft2/day) Temperature(°F) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ f ❑ DEP UIC# Sample taken from this well❑Y ❑N 13.WELL TEST DATA 14.WATER LEVEL Date Yield(GPM) Time Pumped . Pumping Level Time to Recover Recovery Date Static Flowing (hrs) (min) (ft BGS) (hrs) (min) (ft BGS) Mee urad Depth BGS(ft) Rate(gpm) la l it t3 15.COMMENTS 16.WELL DRILLERS STATEMENT This well was drilled or altered under an direct supervision according. to the applicable rules and regulations,an this report is complete and accurate to the best of my knowledge. Driller i S � Supervising Driller Signature Certification# Company S a e b Complete Rig Permit# D Grail - Fwd: UIC Registration Barnstable (Osterville)_936 Sea View Ave. MAS41A020:.. .Page 1 of 3 Heidi Jenkins<hjenkins978@gmail com> Fwd: UIC.Registration. Barnstable (Osterville)_936'Sea View Ave._MAS41 A020231-5C2 Paul Jenkins&Sons<pjenkinssonsinc@comcast.net> Mon, Jul 20, 2016 at 2:49 PM To: hjenkins978@gmail:com I Sentfrom XFINITY'Connect Mobile.App -----Original Message--_ From:.joseph.cerutti@state.ma.us To: Chris.Stavros@V erizon'.net . Cc; Earl@BrackenEng.com,RodTavano@Yahoo.com,health@town.barnstable.ma.us,pjenkinssonsinc@comcast.net Sent: 2015-07-14 09:20:09 GMT Subject: UIC Registration Barnstable(Osterville)_936 Sea View Aver MAS41A020231-5C2 Dear Mr. Stavros, The Massachusetts Department of Environmental Protection (MassDEP), Drinking Water Program (DWP) received on July 8, 2015, the submittal of a.BRP WS06 permit application for the registration of a'.. UIC Class V open-loop ground source heat pump(GSHP)well (eDEP Transaction#751372): The purpose of this letter is to issue MassDEP approval-to-install the GSHP well. This approval is only for the installation of the GSHP wells and is not an approval for system'start-up. In all future correspondence regarding this UIC registration please make reference to UIC Registration #,MAS41A020231-5C2. Facility Name: Sea View Avenue Address: Sea View Avenue, Osterville, MA 02655 Owner: Christopher Stavros, 886 Main Street, Osterville, MA 02655 Operator: Christopher Stavros Well category: Open-loop ground source heat pump (GSHP)Well type: : Open-loop-open-transfer(EPA category 5C2)- Numberlof wells included in this registration, 1 (1 discharge well identified as "discharge") Number of entry points included in-this registration:'10 (10 main heat exchange units) Chemical Additives: None Well driller: David Jenkins, Paul Jenkins &Sons, Inc. https:i/mail.google.com/mail/u/0/?ui=2&ik=ed84270b23&view=pt&search=inbox&msg=1... 17/20/2015 Gr ail - Fwd: UIC Registration Barnstable(Osterville)_936 Sea-View Ave. MAS41A020:.. Page 2 of 3 System installer: David Jenkins, Paul Jenkins &Sons, Inc. System designer: Rod Tavano, Tavano Mechanical Application prepared by' Earl Chartier, III; Bracken_Engineering, Inc:' This UIC well registration authorization for approval to install a Class V UIC well is.contingent-upon. meeting the following requirements` .The heat pump discharge to the well shall not contain any chemical additives (i.e.water softening chemicals or corrosion inhibitors). -You are.required to provide the above referenced.UIC Registration number on all future correspondence with the MassDEP Drinking Water Program (DWP)-related.to these wells .All correspondence that is not submitted electronically shall be sent to: MassDEP/DWP, 1 Winter Street, 5th Floor; Boston, MA 02108. -This,registered UIC.well and/or system shall.be.properly maintained. , , . •No other activity is allowed, within the area of these registered UIC wells that potentially endangers an aquifer, as defined by the MassDEP/DWP as an undergrounds*ourbeof.drinking. . water. Y -Upon completion of the UIC stormwater wells and system you shall complete and submit a UIC Class V Well Completion of Construction Notification Form (available on- line at: http://www.mass.gbv/eea/agencies/massdep/service/approvals/uic-class-v.- well.htmi Unfortunately, MassDEP encountered problems importing your UIC Registration application forthe UIC wells into MassDEP's UIC database. Due to current limitations in-MassDEP's IT resources, it is.unlikely . that the problem will be resolved prior to the completion of construction'of the proposed UIC wells. . Therefore, as indicated in the last bullet item above(in bold font), you shall use the MS Word or PDF versions of the UIC Well Completion of Construction Notification Form as the eDEP system.will not'.' recognize the UIC Registration number that has been issued in this email message. 'You may complete the form and send it by email rather than mailing in a hardcopy if you prefer:`,Since.your original application was through eDEP, a signature will not be.required in Section D on the completion T- of construction form but you will need to fill in the remaining Section D fields that ask for your printed name, etc. I apologize for:the inconvenience. Prior to receiving system start=up approval.MassDEP requires that groundwater laboratory analytical '. results from a raw water sample collected from the UIC well(standing column:bedrock well) be submitted to MassDEP. Laboratory results for total coliform bacteria from a post heat purrfp sample. are also required. Seethe Guidelines for Ground Source.Heat Pump Wells for,a list of the required. laboratory analytical work at.the following web site:.. http://www.mass.gov/eea/agendies/massdep/water/drinking/underground'injection=conteol'.htmi (3rd item in the "Guidance" section on the main column). The raw water analytes are shown in Tables 1 and 2 of-Section 4.1 of the Guidelines for Ground Source Heat Pump,Wells..-Please be aware that MassDEP does not,require gross alpha, radium,and uranium testing for GSHP.wells installed onthe Cape. https://mail.google.com/mail/u/O/?ui=2&ik=ed8427Ob23&view--pt&search.=inbox&msg=1.,. 7/20/2015 Gruail- Fwd: UIC Registration Barnstable (Osterville)_936 Sea View Ave. MAS41AO20... Page 3 of 3 Based upon the information provided in the UIC Registration application submittal,the GSHP discharge well will not be used for the dual purpose of drinking water. Please be aware that if the either the supply._ or return wells are to be used as sources of private drinking water in the future it will require prior approval from the local health department. The issuance of the above referenced UIC registration number is only:for the return flow associated with the GSHP discharge and does not constitute an approval for use of either the GSHP supply or return wells as sources for public or private drinking water purposes. There maybe other local permits, ordinances, or regulations that apply, including but not limited to board of health permits for well installations and building department regulations regarding trenching work. The issuance of a-UIC. registration number,by MassDEP does not supersede the requirements of any other state or local regulatory entity. If you have questions, please contact me at 617-292-5859 or by e-mail at joseph.cerutti@state.ma.us or by fax at 617-292-5696: This email has been copied to the following: David Jenkins, Paul Jenkins & Sons,.Inc. Rod Tavano, Tavano Mechanical s, Earl Chartier, 111, Bracken Engineering, Inc: Barnstable.Health Division Joe Cerutti UIC Program Coordinator ` MassDEP 1 Winter Street, 5th Floor Boston, MA 02108 } 617 292-5859 fax.617 292-5696 (Note, if faxing; please notify by email or phone) r https://mail.goggle.com/mail/u/0/?ui=2&ik=ed84270b23&view=pt&search=inbox&msg=1... 7/20/2015 Town of Barnstable P# Department of Regulatory Services� �� / . M a Public Health Division Date .639. N9. �e� 200 Main Street,Hyannis MA 02601 s Date Scheduled ✓ �ime Fee Pd. . Soil Suitability Assessment for Se T e Disposal Performed By: Witnessed By: //n/��� / LOCATION&'.GENERAL^`INRORMATION Location Address y93(O Cer&.���-W v� Owner's Name2- ✓ �p_., SJ7gVAL S '�W-vS /'�-h Address, YJ� r �66 M9#A: s.—, osJ'P_r'cv/c.cc Assessor's Map/Parcel: , �'J Engineer's Name 8.42_t¢cfLc--vV dZi /4/ rN4r//✓ NEW CONSTRUCTION x REPAIR Telephone# S�,p-pp 3Y-00 7 0 ��p� N Land Use � r'L,� Slopes(%) � Surface Stones 0 Distances from: Open Water Body/sz ft Possible Wet Area/9z ft Drinking Water Well Ne ft i Drainage Way ft Property Line GO ~ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) V� _ _ t F•�1'3 2�� Parent material(geologic) ©—`—_' w Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /� - Estimated Seasonal High Groundwater /3Z r/ Z)�� ®IL' � L— S g� P 9'7�--1,C)G G c0L sed: DE l E cIVIiNa i YClN FOFt�>r Ali NAi:FIIGIi WAT Method UT Fc TAIsLE e w...w w... Depth Observed standing in obs.hole: in. Depth to soil mottles: in. / ..- Depth to weeping from side of obs hole m Groundwater Adjustment ft. V// Index Well# Reading Date Index Well level Adj factor Adj.Groundwater Level to .. .: . ,` Z PERCOLATIONTEST Dater"/ Observation Hole# / Time at 9" Depth of Pere , Time at 6" Start Pre-soak Time @ Time(9"-6') End Pre-soak RateMin./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC ESQ EAIrMS1,, OLD �DYE 'I �H Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 0-/2�, to9my j ,� ✓�y� r — ✓L FAI* /2" 26` &,tNy Sowo /0YR Fig/4, 5" 2"f j/ 714 — L Cos 61 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (StrutKtne,Stones,Boulders. Consistma.° Gravel) DIP, I � /O7Z 1/, �e�}. t' cp,9- .,vc S'¢Y✓b J �G-/G G7�/�✓. 2.Sy.7/0, c:e'g's-s 8i `t—l2p Gz Fig=-wit» S9�o 2,S y 7 Z two S� y2d L; y '� G s r✓a-✓ ?� S .v�l o9n,r Ste: �-n reac.s Z•Cy 719 . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Graven Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No 7j Yes_ Within 100 year flood boundary No_�// Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviotys�material exist in all areas observed throughout the area proposed for the soil absorption system? ``�� If not,what is the depth of naturally occurring pervious material? Certification q I certify that on {� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date ^' .s Q.\SEPnC\PERCFORM.DOC 2.rr Sea Yew Ostervifie-100 - - - - - - - - - - -- h-I- �- — —walar�e�i.r ref I - - 2. I -�i- - -- o.' 0. I ; 0. — 0328 0329 0329 03M 03 30 03131 03131 04101 04/01 04/02 O4M2 04/03 04M 04/04 04/04 0328/1301:00:00 PM GMT-04:OD 04/04/13 03:OO:OD PM GMT-04:60 No.--- Fwic..2 ................... THE COMMONWEALTH OF MASSACHUSETTS BOARD 9jF HEALTH ----OF. .......................... Appliration -for ]Napowd Workii Tjatt�Irurtivn Prrutit Application is hereb made for a Permit to Construct or Repair an �Ilddividual Sewage Disposal ___.S....s.t..e.m.....at: . ....... �LL 44ty .................................. ... ............... .oca n- r s or Lot No. .......... ............ ... . . . .... ............... ...... •----------e-.Lje -- - -------............. . ..... ..... ...... ............ ............3...... ............. ................................. .... .................. Instal er Address T e of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic Garbage Grinder Other—Type of Building ------------------_------- No. of persons.-__----_-_--__-__-_.____-_- Showers Cafeteria Otherfixtures ----------------------------------------------------------------------------------------------------------------------------------------------------- Design Flow...........................................gallons per person per day. Total daily flow........................................._.gallons. ;4 Septic Tank—Liquid capacity------------gallons Length________________ Width-.-_--......._.. Diameter_----..._-.--__ Depth.._--___-._.... Disposal Trench—No..................... Width:__..__............. Total Length_-_-_____----_-_---- Total leaching area....................sq. f t. Seepage Pit No_________________-- Diameter-----___---______._- Depth below inlet___________---_----- Total leaching area-----------------sq. it. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by---------- ............................................................... Date------------------------------------.-.. ,� Test Pit No. I----------------minutesperinch Depth of Test Pit._-_..........._.... Depth to ground water...------_--_-_.--.----. fi Test Pit No. 2................minutes per inch Depth of Test Pit.____-___-__________ Depth to ground water-_._-.---__-_--.-__.-. --•--------------------------•---•------------------------------------•--•-----•••---•-••-......--••......................................................... 0 Description of SoiL................................................................................. ------------------------------------------------------------------------------------ U ........................................................................................................................................................................... ------------- ---------- - - ------------ --- ----- - --------- ----- ----------- - ------ --------- ---- --------- U - Nature re o f Repairs or Alterations ration s Answer when appl icable.-Trrn: .. -----------------------------------------------------I-------- .............................. .. . .. ------------ ---------------- -------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sa�n arnCode —The undersigned further agrees not to place the system in _ n issued operation until a Certificate of Compliance as by theiboard of health Sined...... --- ----- --- ----- ................................. Date/ Application Approved By.............. ---- -- - e Application Disapproved for the following reasons:---------------------------------------------------------------------------------------------------------------- .....................................................................................................................................................:--------------------------------------------------- Date PermitNo......................................................... Issued......................_................................ Date ------------ No.... .. ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD ;9F HEALTH N- �.� j W f A� 4 Appliration "for Uiipuial Workii Tomitrurtiott Vrrm t Application is hereby made for a Permit to Construct ( ) or Repair ( A ) an Individual Sewage Disposal _ System at p f �'" rj•. J fJ � �/' E " ( �A �< Kam•'^........ .++"g* `yA �F J „yam 6 1 ocat,on fldd'ress Y or Lot No. j�� �j ear q (A,ddresf !Installer Address d Tf�e of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms.............................. .Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons.___________________________ Showers — Cafeteria PLO Other fixtures ----- ------------------------------------------------ WDesign 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 ( ) aPercolation Test Results Performed bY---------- ------------------------------------••------•--•••--------•--- Date--------...--.......................... Test Pit No. 1----------------minutes per inch Depth of Test Pit--------------------- Depth.to ground water._.-.:____--..--__..__.. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground .water.-.------_---------..... -•------•=----------------•-----•---------------------------------------------------------------- --------------•-------•---•------------------_•----- 0 . Description of Soil............................................................................,-------------------------------------------------------------------------------------------- V ------------------------------------------•-------------•--•...--••-------•-•-------•-----•------•--•---•----•--•••------------•-•--------•-•----•---•-----•- ---•----•- W ------------------ ---------- --------------------------------------------------------------------------------------- �, _ -- .. VNature of Repairs or Alterations—Answer when applicable._._w-__._. fi' 1� � --_ -- �.... p ---------------••--------------------------------•------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary"`Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has li,een issued by the;board of.health.,,; Signed - `c` _- ' ----- ------ ---- r' Date Application Approved By............. .... •-/- --/-`- _ -- -- ''�` ��el D to Application Disapproved for the following reasons:..................•_______._____________________......_.__.._.__._._.._.__._____._.___._ _...._.____:__ ---------------------------------------------------------------------------------------------------------'----------------__...-------•------=---------------------------------------------------------- Date PermitNo.......................................................... Issued--------------------------------=--------------•------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...................................................................................... a. W. rrtifiratr of ("alomphaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...................................................................................................................................................................................................... Installer at................... .bas been installed in accordance with the provisions of Article XI 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 CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i { DATE---------------------------------------------------- ------------------------ Inspector.............................--•-----•----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF-HEALTH ` e - ...'. 7 .. .....O F. : s --- .. No _. ., --.- - FEE' ........... t., . 1, �irp>agttt orka Cn t� trizrtil�tt riatit Permissions is hereby granted---, a- _ ....--------------------------------------------- to Construct ( r ) or Repair,( an Individual Sewage D,isp l,�SysteizS -- Street � �°•� �" � , as shown on the application for Disposal Works Construction P.e mitFNo...___ _ %4_-,Daped-----ve._%---- .. -._-t __ ...... .......... i. Board of 'th� DATE-- ` t t t s. FORM 1255 HOBBS &.WARREN. INC.. PUBLISHERS - - 936 Sea View Realty Trust 021 Aral ����� 1 • ' r t /''"`4y, F / ,P�'� '� 1 ��,. .r.^'^'......-^..-...*^...•A'"" 'O.�009bAI C ,/l.. J !U�/ 7 •# d" �/. / // r •r., x� •�,�%_.. � � � t w01003 ry BEit MEW b17l.° b ��.. _ «. :. •"'`- .l.,m..,../ - - _ l i, 1/` �,'i j�j� '• 1 r LOCUS: NTS `�} Gt{r ,.I , - 1 ..Y 45 i ✓d `Fr 1 ) SEA VIEW AVENUE ow aEaonoETaEEr, I936 Sea View Realty Trust I . _ ' _ _ - PLAN . C 1 . 1. lb� aaV= aa� vwwea PERMIT SET SCALEa-G-0 i WG ale 0429 OaTERVUE,to naRIL 1,xoa / a _ ® aLLOAEOETEcron ALLOLIERIDR 0008SIiW.I11WZ6ry04 - . A .' O • •:. • 0 3 � t ffi7 A } BASEMENT PLAN v+x•-ra 2 BROAD NANTUM� 936 Sea View Realty Trust c ccT BASEMENT PLAN /� [yy[am�))`C/'►_ NAND.�,o:�. PERM' S G 1 A 1 .O �Evmo�n I F 608 228 v= I 808 SEA VIEW AVENUE BCALE�/1r-1'-W ����' F 808 374 8408 OSTERVUF-MA I I Aai1a.i,zola I 32'-T 290 39140• 41W ® euo on �uarroaaeocasze�ao . uxm 0llaClltC an"Woo or[o. -x p p ! A mi Q amwco�aovs _ amgvaiawa g� 7 � � _ 91 .41 7 - A fl t i I I LJ t- 1 i �- IPm'E � 1 1 r erswaiays f ! f _ i i i I B6LMO0WI I E F • 1 ! - ------- -- O O ------ --' -- _ _ _.. E--------------- -1 i- i. �_ __ i . Ft-_------.-----------�'-__--_- 1...-....«...._.--.-.,. . S• (`._'1 —I ----------------- ------------ if 5492 SF f __.•.._ .. b= = 32•-0' L 28 o 4T-W 31'-0• 22'-(r FIRST FLOOR PLAN v+r•ro NMTUC`,MA 936 Sea View Realty Trust b c , o PERMIT SET ��14i•� P���� ���A� I FIRST FLOOR PLAN I A ,L,,2M 9 4 _ 9 12 SOUTH ELEVATION yr-ro f E;�E j i OS;I it i fi I i 2 EAST ELEVATION .i - . NORTH 9 Dun BUD BUD ELEVATION M .................... ........... r 9 WEST ELEVATION yr-r�r C RM KWrUC ,MA OsteNiile T LOT HOUSE �2 HA o 229 g MA 9Zl� WEST SE p rzr n I P 808 128 II7fl I. 91 MONO HEAD ROAD - SCALEAW-11-W •. . i GM 374 8496 08TEMALLE.MA '.I naarL 1.2013 I ,arm ` r4 n0 Im ►4 qm as Im so rsm ym 04' Mm I4 ----------- --------------- ------- riawtrFoom . .w/(/I?I PA(71wAY, - ---------- _r ---------- - ' r---- , i J t-; i ---- ' i am -- J ------- L-- --_ __J.'L �. I ILL ' i-- ... - -- --- -- ---------- ------ I - ----- -----1 t ': Lli-j_ --- ------------ ____ ___ -__-- ------+ I L• t d l . . 1- .1.- - , f 1 .I 1 I t -J Q L------------- ;r-_ I. �- _ . - ' __--__ -h--- --�- --- ��__ ---� I L------------ ------1 faQfnzioorplG w/a1a 1 - :.�.. -. .1. 1 .. WCM WAY:D+vl I t I.' 1 l___-� / 1 CD.W/n0I O�_ _ �---I� . . - : I ',r�rCO�Nide10<1i i00T1�HGW/ 7 .I 1 } 1 {6WIAMI 9371 THDROBWG_OEr _ m j j M.W6COMMOUf J bt r -- --------- ---------J �.. ,.1. I - L--_--_-------- ------ ___-_- _- - ------ --- ------ ----- ---- _ I Ld i rr A 1j"r1O011HOWIM#4 LCH WAY.TOP Oi FOOT G Mel.far onlow FNM am" 1 1rTMIC11 FOO m,W .t. - - -'j I - .� .ir O.c.Ecm war. 1 . .. 1 . . ------------ ------ ---- 10 . . no . . rm • - xo . . . . . . . .rm .. - xo - nm. r.o fOUNDATION PLAN .. vta•a r.a• FIF ti e BROAD STREET OStBNIII® m4xn CKET.MA e2e4 FOUNDATION PLAN, 0 bpbp,!; o ON M 27� 91 WU1 W WAD ROAD I PERMIT SET F NO 374 8408 DsreavalE.au f3CALE�J,B'.1' S . I APRIL,,20/3 I I I # R ' R ii Ia R4 R I = i ' ii tt 33 � A E i a, I ? 3 3 I R # R I = R R R R "�i.�,,2�..,.•o�, ' ! I ;, 1 R 1 I , I i I 1E i R ! I i lrr'��+Rw , Y -.�! j ri AR Il i 3 f 3 I F i f mm�. 1 i i I I I 1 t 7 t ( i i t i f i I I I Il f i : t _i � I - - ---- Tl - 1 , F I I. 1 I i i i I _......_........... . 'per--•. ...__ - P4 fAlq.22M,IfCAG - r� I i q ... E 1 - - r r i > i FIRST FLOOR FRAMING PLAN s 2EROAD STREET bpc NANnaw,AA 01 I Ost® Yi'le .: .. - ' : � FRAMING PLAN F WS nO 2,� 21 WIANNOHWROAD PERMIT SET SCALE:3/lV-v4r Sol F 00$74 6400 OETERVILLE,MA , I APRiI I,zo13 t irasaaa s 3 ar.ruo aro p ., .. I _ fba/pCYSb - A — — I- w � • j 3 • c ` A am T g 1 Eli !.! E E 3, , P t _ IF- -177 i . I , : I i t W I : _ i E I• _ '�'"Er—wao.i�+o...,.. Imm.�_...:....^...a1�N0:YIpE..,_.............. `_ I , t J aavaoYfno -- A, -._ n f _ Ell e.� ROOF FRAMING PLAN. V k4WUCW,MA DON teRMSTFEET Osterville ®'.\ FTROOF FRAMING PLAN lbp F on m V22 21 WLVM HEAD ROAD PE■. •M'T S` ■ SCiALE211g'.1'-V S1 .2 F!!rM 674 SM OSTERWUE,MA . 1 I APflll 1.2012 1 !1•v�rw000 NooP ooATTDaD 2.112 IU TFFM 0 IV O.C,W/KYNW AIM WU OOtxATION . 24 SM a 14V O.C.W/KWM NOUTM - Nr PLYWOOD WCATHNA: WNITL CCDAN 94WAS yrnywm . � 1f TAl16.O.C. 2K P.T.SILL W/r1C'A.N.0 W O.C.TYP. - - - NtAUDND.NETWPlN FlUMMG 1P CONC M FOUNDATION WALL xflW;W/HOiTO.C. YEAR,s W o Ir O.C."M W/a)M Corn.TOP a NOYT. .. - MINTO=WALLW/AUN XIS DOLLAT10M r CONCDETS SLAB ON Am W/a /N O.0 PLR WWF 6x6 WIAMA THOVALl If COMPACT DOIUM - - SUBCAM UNM NM X-r WIDE x IY THU CMWADIM CONCIKTN FOo1M Wl(q N NMtl COIRDMOUS SECTION A [y�)C NANTUCKE'f,UA OffiN� �+SET br„ic�.r P N O M SM ¢1 WKWO HM ROAD PERMIT- ' `7` • SECTION E I P NO!87.04� OSTF.RVIILE.MA SCALEA/Y.11-W S2. 1 I' APRIL 1,W13 I I DOOR & WINDOW SCHEDULE ID MANUF. MODEL# UNIT SIZE QTY. DESCRIPTION DP+/ 1 TBD 8'-0"x T-0" 2 OVERHEAD DOOR 2 TBD 8'-0"x 8'-6" 2 OVERHEAD DOOR 3 TBD 3'-O"x T-O" 1 1 LIGHT PATIO DOOR 4 TBD 3'-O"x T-O" 1 V-MATCH DOOR W/ PORTHOLE 5 TBD 6'0"x '-0" 1 1 LIGHT PATIO DOOR WINDOWS ID MANUF. MODEL# ROUGH OPENING QTY, DESCRIPTION A ANDERSEN ACW3034 3'-0"x3'-4" 6 9 LIGHT-3W 3H B ANDERSEN ACW3038 T-0"xT-8" 8 9 LIGHT-3W 3H jI O `\\ SLAB ON GRADE / i B O y,. 1 jI I O , I i i ! I I I i I i ADO OFFICE ---- _ ! I © .. I .......____ ...............-.. .......-. I©.......... i GARAGE DECK ........ ...-...... - ..........O.... I i I 4 0 o I � o CEILING TO BE SR'GVPSUM I WALLS TORE COVERED W/1,10 SHIPLAP I I - I � � : UTILITY Ii FULL BASEMENT I I I ii , i I • i I I O3 uv _HALL O �_Up o I I • I , ! � " PO R U 26 SECOND FLOOOR PLAN GARAGE PLAN BASEMENT PLAN l/4"_1-0" 1248 SF lb �� 12BROADSTREET 1936 Sea View Realty Trust I I GARAGE PLANS NANTUCKET,MA 02554 �� ■ P SOB 228 2722 936 SEA VIEW AVENUE SCALER/4"=V-0" eenae s Sna aTa Roan OSTERVILLE.MA r i I I I r I 77ff�� � I i iL[I. LI..II I7 .C1 1C III 1�, 1 I t l- 1 €-I <'frf'I r2 Ira. - _f:ri 5 'u€ _rr >� ILI_r .I � u � f - __� .� I. 7 .. I]I I T HMI L5 i FM - -i- - - - EAST ELEVATION NORTH ELEVATION i I , Rod I.li�..r ..t HR r _ � O ' 3 - �y T. WEST ELEVATION SOUTH ELEVATION I BROADjbp � REET NANTUC ET,MA 936 Sea View Realty Trust NANTUCKET,MAU2554 I ( I GARAGE ELEVATIONS I AZ. 1 P Ill 228 1T 2 936 SEA VIEW AVENUE SCALER/4"=V-0" r cnx a neon OSTERVILLE.MA v A r PROJECT DESCRIPTION J. Dr-fit Material,(Continued) 19.Cold Weather Placemmib (Canned) WOOD FRAMING• MISCUTANEOU$NM e Admixtures: All convects shall contain wafer reducing admixture or high range a Protection of concrete during curing:(Ref.ACI-306) 1.Project is 4-cor garage with one floor above the garage and a lull basement water reducing admixture. I. Concrete shall be maintained at is temperature not lea than W F.dun 1. Gewml 1. The Contadw is solely responsible for all safety regulations,programs and precauffma I. Water Reducing Admixture: A51M C494,i A(water reducin normal set curio la the time durations related to OII work on this project Id Roar.structural cone.slab on steel beams (w9 g g Type• m g9n )• 9• Pacified EOM' a. The contractor is ed to ere 1 ram aril journeymen who am knowledgeable 1. The Contractor is sully responsible la the faction of ns and propety tither 2nd Raw Wood floors on TJl mists O T e ,ter reducm and retarding edmoxtum)containing no chloride ,'Dart Pru Pet I: Yme^ 9eablo N. Concrete that rill be exposed to little or no freezing and Chewing in riM t to Conventional Construction Practice and na7n requirements 1 ions added during manufacture resP°° 9 regm on or adjacent to the prajeaf and shall pro act it against fry,damage.w Iwx service a during ro71rucben,such a in(srdations wed subsWcbne, as presented in the Maswachuwtts State Budding Code. Roo(:Wood shingles on plywood on dimensional firming. -Tucon WR-75'by the Euclid Chemical Co. shall be maintmned at the cunng temperolum for. 3. Means and methods of ensruction and erection of structural materials am solely the 1. she,,has Unless noted othewise an the drawings or in these notes,all rood I;min9 Contractor's responsibility. Foundation: Spread footings. -Plastocrete 161'by Sikes Chemical Corporation a)In days H made with Type I or It Cement. shall have the fallowing minimum Properties(normal duration)and be at a moisture Lateral system:Wood/named shear wolfs. -'Pdyhsea'by theater Builders. b)One day N made with a 111 cement'Of accelerating admixture, content of 19X a lase 4. The structure is designed to function as a unit upon completion o/construction of a 100 Ibe tYP 9 the project and then,only to support the deign bads indicated.The contractor is 2.This section is far general orientation only.The Contractor is responsible far all Fi. High Range Water Reducing Admixture(Su r Plas6dzer): A57k1 C494, /yd of additional cement. a. Studs: responsible far means,methods and sequence of construction and the adequacy o/the crape time described on the drawinrg�gs and spwaificatians as well a for all material Tyyppee F or G(Super Plasticizer with retarder),containing not more than rTi.Concrete that will be exposed to weather in service or during constaction: I. Spnuco Pine Flr Stud Grade w better 0)6'o.c. structure to support herds occumng during construction o/the project.Furnish all and labor that can mwcwbly be in lined them ham. 0.1%chloride lens. temporary braC, shoring,and/or support as my be required. a)Three days i/made with Type I or a cement R. LSL Premmu/ectured Studs 0 16'o.e whem noted on the drawing& 5. No 'n am an Nmn n size,dimension or location shall be made in an structure] GENERAL APPLICATION -Eumn 37'by the Euclid Chemical Co. OPan'9a y 9°i r b)Two days i/made with Type Ill cement.or acoelerating admixture, 0. light Framing(4x a lee): element wdhouf written approwl o/the Structural Engineer. -Yikemest'by Aka Chemical Corporation or 100 Ibe/yd of additional cement Spruce-Pine-Fir(SPF),Na 1/2. 6. Do not Mn equipment when shipping a Operating might exceeds weight indicated on I. Thee dearly da s must q used in conjunction with the architectural drawing,on the project I. SPri p ?4 s PPi 9 Da ^9 g 9 m dearly define all requirements five conshction. -Pozzolith 400-N'M Master Builders d. Insulating materials for concrete protection are outlined in ACI-308 structural drawings m.Nonchloride Accelerate Admixture: ASIM C494,Type C on Flexural Sher 815 psi 2.ex Contractor should,Hem77t fa bid nor construct any portion of this Project without (Accelerating �') 20.Tolerance/a anchor belts wed other embedded items shall el in accordance with ACI Compreestve Strew II50 psi 7. Openings 1•-4 or lea on a side am generally not shorn an the structural drawings. consultin the eat architeatumi mechanical,and electrical ecificstmner,and or a E(Water and accelerating admixture)containing not more than 0.1 Cede of Staedord Practice,Section Z5.Note the specifred tolerance ap lie to plan Refer to drawings o/other consultants(or such openings. y Pr^I sP / d t� Horizontal Shear Strew IJ5 psi General Notes. chlori a ions. location o/the item and is not relative to location within walls or too ingx ty, 8. Show all o through op g -'Acme uard 80'b Euclid Chemical Co. pf, Modulus of Oastra 1,400,000 psi peninger thm h structural members an shop drawings and submit for review. J. These General Notes am intended to(unction a the structural portion of project spedfrcabens. 19 Y Epoxy and Expansion Amharic Openings not shown an structural drawings are subject to acceptowis and shall be specificahy c. Manufactured Lumber(LVL PSL LSL) indicated for review and mcephims. 4.All clinrggs which,in the a inion o/the Contractor,appear fo be defocterrcies,omissions, -baracoel'by W.R.Cram&Co. a. Expansion bolts shall be cadge type zinc-plated or stainless steel,HiNi.Raul i. Laminated Strand Lumbar LSL: contadictiow or ambigui�'n Me drawings shall be brought to the attention o/ -Poualith-NC534'by Master Buldere Stud w other ICBO approved equal ( ) 9. Openings Nmugh flows and/or roofs for passage o/ubliti'e am not located wr dmensi wit the Sructural Engineer.Corrections or written intespretationer shall be issued before i. Install in aceardonce with manufacturers ptinted instructions. Flexural Sher 2250 psi stuctural dm rigs. Contractor shall obtain end coordinate such locatians and affected cony m ix Air Entatnirg Admixture: ASIM C260. ACI 301 for all concrete used � dmensions rich the contractor requiring Ore opening. °y proceed. for vehicular�e and parking w concmte permanently exposed to I, pension and Epoxy bolts shall provide o minimum safety fwtw o/four Horizontal Shear Strew 400 psi 5. The Contractor shall inform the Structural Engineer,dearly and explicitly in writing the weather. (4 ti'ma the lalbrirg minimum corking service load wpodly. Modulus of Elasticity 1,500,000 psi IO.Do not srnb thee drawings,use the dimensioe shown. /any deviation w substitution from requirements of the contact documents.Contractor fi. Laminated Veneer Lumber OIL): I1.No structural modifications,alterations,or repair shall be made without prior review shall not be relieved of any requirement of the contract documents by virtue of the 4. Rei^(orci^g., DIAMETER SHEAR TENSION Structural Engineer's review of shop drawings,proJeat data,etc.,unless the Contractor a. gory; ASIM A615-grade 60,except grade 40 la tram noted a field beef 1 2250 Ibs 2000 Ibe flexural Strew 2600 psi by Structural Engineer.Submit details. has Beady and wpficifly informed RM Structural Engineer in writing of any deYlation9 • 4WD imu Ibe 40di Its, MoShear strew 1,9 psi $UBMTTTALS or substitutions ct time of submission. 5. Clearance between reinioroirg orM concrete surfaces 22.Nointoin the following minimum spacing/edge distance unless noted otherwise Modulusulw o/Elasticity I,900,000 psi S All elevations ore referenced a falmw. Datum 100'-0-main level top of slab elevem. a. Unformed.J' iii.Wood Wolsts: Where from members am noted 7JI'use engineered 1. See Material sections of them General Notes for required shop drowingx See Architectural drawings far U.SG.S el+a6on. DWIEIER EKPAN ANCHORS EPDXY ANCHORS wood I-Joists products by ILEYEI. b. Formed and exposed to weather w earth:J' SPA EDGE SPA EDGE 2. Manufacturers Data: Submit two(t copiss o/manufacturer's specifications and installation 1 a)Substitution may o/equal product is acceptable upon submitted instructions/a each product speaffis. tlicate by tansmittal form thct o ropy of DESIGN CRDFRIA c Farmed but not exposed to mother a earth:2' / 5' 6' 4' 6' equal by contactor oM approwl by sructural engineer. each instruction has been dsfn'butad fo Me appropriate ccntada. d.Metal Deck J/' �' 6' 9' 5' 8' d. Structural Panels or OSB: I.Building Code: MawachuseMs State Building Code 780CMR 8th Edition (Plywood ) J. Shop Drawings; Submit one(i)reproducible and five(5)prints o/each shop drawing. 6. Earth formed frencbes shall not be permitted Ion/stings. STRUCNRAL STEEL i. Sheathin /w mods and walls shall conform to APA PS-1 standards. Reproducible rovles of contract documents shall wt be used a shop drawings.Shop 2. Wind L°adi^9 drawings shall bon reviewed by Contractor prior to submission.Drawings shall beer ConWet- 7.All constructor joints shown an the drawings shall be inro ed into the structure pall long dimension perpendicular to joists with short edges staggered. p p g responsibility Ica coordinotion o/dimensions shown in the a. Basic Wind Speed=120 MPH 1 n9 rporot approwl atom ace tin unless them elimination is OpC;veal by the Sructural Enginser.Additional 'nts 1.SfeN section,: Grade Fy d. Use the following panel grades art thicknesses: contact documents,quantities and coordination with other trades.Drawings not bearing b. Expaum Category: C required to faiditate consructian shall be located ct points of minimum s�nwar and W8's thry W40's u.n.o. A572 GR 50 50 ksi Contractor's stamp my be rejected at the discretion of Me Architect or Stadwol c Importance Factor,I=I shall be demled an reinforoieq shop drwvingx Rdnfarcirg shall pass con6nuausly Rs/over busses and rafters En trmer. roduabIs rds 71 be returned with the Archttea En Ineer commen ts. through weachuc0on Joint'. Other rolled shops end angles A36 J6 ksi 9 RReepp M U 9 d. WtiM base slew m°9 ior Pi ASJ Flcore /• Allow 14 calendar days in Me Structural Engineers office for envier of shop drawings. a. Horizontal Joints• Where sham rough in sections a detads roughen to 1/4' Shear Walla APA Rated 5 8 EOsf/Wed North/South Square and rectangular IISS A500 GR B 46 ksi ARA Sturd-l-Oar 3/4' ampolitude before ceramic sets;elawhere,clean,remove lantern and knave 9 Other Walls OUWM COMROL 16.6 K 11.5 K unWreled. All Ose A36 J6 kid �xi q,R 2 e. sill.Al sill plots shall be presura treated Ax/(°Rafd9° r raped to,now I. The Contactor is res nsdrio/a uali control,includin wonrm°eshi and material, e. clef Wall Prewure=J1.5ps!(fa Wind Stud design only,sit a DP for windows) / po q ty g p b. Vertical Wntx Locate vertical joints in girders,beams,grotla beams,joists, 2. Connections: compliance with AWPA standards. famished b his subcantactas and su mrx t Rao/Uplift=J2psl walla and slabs midway between supports,unless noted otherwise. J. Connectors Y PW J. Superimposed Leading: a. En tsar o/Record((EOR ha designed all conneations.N a connection desigyn Pa Posed Th^wlY 9 c. Locate other''rib as shorn or sled. is i�mdvertenUy amiNed contact documents the contactor shell oast 2. inspection w testingy in the Omer des not eve the Contactor of his responsibility Dead Land Live Load five rM a. Provides a dlamcter embedded boos O s a(6'u tops he all wells far attaching fa perform the Wark in accordance with Me Contract Documents. specific niMm connection design Tram the Structural Enginser. sill rate ez f provitle 5/8'anchor bolts at I6'urMer shear wa8s. A a Rco1 Load: 15 J5 f 8. Unless sled,provide contlnuous rein/'ny round comers and thmugM1: consWetion P °W 'alb,marital' band b between all abutting member. 0. Contractor deviations fabricated without written approwl o/the Structural immure,provide 2 boos,each within 11'al Me ends of each piece of aril J. Workmanship: The Contacts is responsible and shefi beer the cost of correcting work Flow Lead: i.ps/ 40pef 1 i five^ lain 9 th total nresponsibilityPlata. which does st con/cam to the specified requirements. Exterior Deck• IO ! 60 sf 9.Provide standard hooks an bars terminating at a concrete/unless noted i s.:eel ea En91^eer rill be deemed a snWdw design ri deg Ps D 9 9 remaining with the contractor. b. Nail. 4. Correct deficient rwk by wane acceptable to Me Architect.The cost o/extra work Q 2nd Roar Eid Deck: IOps/ 60pa/ of openings.slab edges,expansion joints,son of beams,and ends o/walla,etc J. Belted connections: I. NaTn shall conform with the minimum reme^fs contained in Table incurred by the Architect to approve corrective work shall be borne by the Contactor. Garage Lead: 65pef 50ps/ 9 regal 10.Unless sled otherwise,provide 2-j4's d each side of openings Extend 2'-0'beyond J requir.1 o/Ma Massachusetts State Building Code unless more stringent W 4. Fouedation and retaining rolls have been designed for the following Osumed deign edges of opening. a. Minimum bad diameter / unless noted. requirements are show w these drawings or in these notes OUALff ASSURANCE Pressures. II.Splice ben with contact laps unless noted otherwise. b. Two bolts minimum per connected member. 6. All nails am to be common nails.Where power wits are used,they shall Active Pressure $�psl/R BAR SIZE � be equivalent in diameter to the common nods indicated 1. Amer my renege a qualified Testing,Ageny,approved by the Architect and Enginer LENGTHc Use sly AJ25N to perform test and inspectians regemd by these General Notes. At Rest Pressure fps//N /J 18' nc Pm-drill nail holes when necessary to prevent splitting Pasiw Pressure_ZZLps//R j4 24' d. Snug tight bobs Brits in cometiss need to be tightened to a snug tight c. Po� 2 Tesh'ng Agenry shall campy riM ASfY E329 and shall(umish a certificate o1 compliance, W condition Snug.Bght condition is defined a the tighbrees Mat exisitr rhmi all plies sig by the Pre%salad Engiwer respansible/w management o/the/geny. /5 JO' m a joint are m firm contact This may be attained by a der ire b of an impact I. Wham bulb and re called for on the drawings,plates shall conI L.L Friction Coefficient y1,TjL par J. The Pro/esiornal Engineer mud be registered in the state where Me p;ject is located. 12.Splice welded wine fabric by nipping one lull mesh space plus 2: wrench a the lull effort of a man using an a�nary spud wrench. t ASIth A36 an bolls to AST/A307. CODES AND STANDARDS a AJ07 boos my be used only in wood-steel co^nedions. d. ALL EKPOSED BOL7S IN WOOD STRUCTURE TO BE PLAIN UNCOATED STEEEL..Verify 4. See General Notes above for required testing and inspection. 13.Dowel abutting concrete member together unless poured monolithically.Dowels,hall with architectural drawings far special coating requirement& Z 1.8ut�ng Code., MassshuseMs State Building Code,8th Edition,IBC 2009 be equal in size and spacing to Me reinforcing in the spported member. I. Oversized and rang slatted hale am sit permitted. 2.{rules ior beNs shall be 1/I6'overeize. 2 9mrlding Code Requirements/or Reinfaraea Coccrete',ACIJ18,by the Amenron Concrete 14.See wMitectural drawing,/or der and window openings,drip slots,regleb,and la 4. Welded connections: iv.Re'titan all bolts to dosin 'n. STRUCTURAL SPECIAL INSPECTION. IMING AND OUSERVATION$ERVICES O Insbtub AG. miscellaneoa embedded plates,boos,andror,etc. ti9 Prior g i (0. a Deatadm E70 sere electrodes,ampt E70-T-4 not allowed. d. Screw: 15.Refer to architectural drawings/w concrete finbhes. Leg 1. The Owner or its designee shall employ the material testing laboratory to perform test 3. 'Manual of Stallard Practice'by the Concrete Rdrdareing Steel Institute(te of b. Fillet welds: ASC minimum but sit less Man 3/i6',unless noted othemae. L La seers shalt a the main member a minimum o/8 times the shaft specified in this section. 4. 'Manual o/Steel Cansbudian Allowable Strew Design,by American Institute o/Steal 16.Coccrete mG designs 9 pe^etrat Construction(ASC). a Submit written reports o/each proposed concrete mix sit less than 15 days pow c Wells are continuous voles noted otherwise. diameter That le: 2. The Owner w its designee shall employ the Design Professional Responsible for the Structural 5. 'MSC Cade of Standard Practice'by ASO to the start o/work 5. Shop Cleaning arts Pointing 1/2' 4'min g�op^mother Engineer err Amhded deignoted by the DPR to perform Structural M 6, National Dean Specification for Wood Construction'by the National Forest Products b. Mix designs,including water commit miles and slumps,shall be prepared in a. Clean steel in accordance with!feel Structures Pointing Council(SSPC): 3/4' 6' In aroadam with ACI 301. W. Die d La toe-nod shofi be installed with a minimum eel distance J. The Structural Observer shall,as a minimum,.perform structural obsewtions at the Awociabon. I. SP-1 Nand Tsl Cleaning' 90^ 9h( ) 9e /owing stages of construction: a Cemeat shall con/arm to ASTM C I50 Type 1. o/4 time the diameter. 7.All re/erences am latest edition orifice sled ohenise. ii. SP-3 Parer Toal Cleaning' e. Machinc lied Nadia:The use of machis applied nailing sub' to aatislacto a. Upon completion o/shear wall e)and z the anchorage syst . Before installation Applied 9 pP 9 is leaf ry fha� k( 1 ere d. Normal refight aggregate,bell conform to ASIAI C33• X.SP-6 Commercial Blast awning' jobsite demonstration for each project and the apyprowl by th pproroject Architect of floral material on walls mu rover any structure connections. FOUNDATION$ a No admixtures containing calcium chloride shall be permitted in any concrete. or Structural Engineer The approval IS subl'ect to continued satisfactory performance. 0.At completion of structural system. Z _ 0. Coordinate all shop painting o!structural sled with Architect's painting requirenmib N nail heads penetrate the outer yly mom than would be normal Ica a hand hammer I. In the absence of o s 7s mpoA Ica the sib,foundation design is boned a the t Maximum aggregate size shall be: 1 %'for formed demmib and J/'fa slabs s a specified on Me amhitectuml drawings and speafirotionx Primer point 8 minimum allomble edge disfawas am not maintained the perlormanro will c. Other sperdfed stages a required by the DPR a Building OKrci°L recemmwadations a/the state o/Mass Buddin Code Table 1806.2. F ndationa have been shall be compatible with architectural finish point Clean structural steel be deemed unsatisfactory. o 9 g�B' mheduled to receive O;Iritocttw finish tin occordanco with SP-6 Commercial ry' 4. Concrete-Materials am Quality Freld Tests. Tat Rah concrete in accordance ritA I , deigned/w an allowable bearing p-am Of 1500 pal. PO1° 4. Installations the following test methods: V 2 Sw shared S2.0 for tootingand foundation notes. 9• Water reducing admixtum shall be wed in all concrete. Blast Cleaning. a. Built-up Column:When hidden in a wall,at contractor's option,wood columns a. sampling hesh concrete-ASIM C172 J.Bottom of exterior/anti h.Air entraining admixture in accordance with ACI J(L1 shall be used in all concrete 6. Shop Drawings. be built u /cocci 1x aminatons. Laminations shall be rontinuaus load cgs,grade beams and rolls shall bear°minimum 4'-0"below exposed to freezing and thawing during either construction or service conddianx oy p ly 9 b. Makin and coon tat iedere-ASTY CJI final extena grade fa/cast protection. °. Submit Shop Drawings including complete details end schedules/or/abncOtion rich exfena glue and stitch noiTed with staggered I6d 0 4'mc.Laminaeeb 9 9 yl 4.All RII material shall be compacted. i. Concrete objected to lei ng/thawing shall bare a maximum rate/rat ratio and shop assembly o/members,am details,schedules,procedures and diagrams shall be dry(lea than 16x moisture contort)when glued. ta not splice laminations. c. Compressive strength of test cylinders-ASIM C39 I ProPeM Pa /.50 and shall contain the amount o!air entraining agent specified in ACI sheaving the sequence a/erection. b. Sheathing.- O 9 - a Tat on 'rider of 7 d for Information. 5.Foundation walls having earth Placed on each side shall have both sides filled simultaneously 301. I. Include details a sits,.Cnn and A,comber,hale and eUrer pertinent i. Horizontal ) to maintain a common elevation. j. In no cos,shall wale/cement ratio exceed the fallowing: data.Indicate welds by standard AWs syrnbeb,show size,length and type b)Test ten ry6nden at 28 days;acoeptance criteria wall be based LL• 6.Provide shoring and protection from the elements for excawtion bottoms and sides as f c=J000 psi 0.60 ma.r/c ratio of each said. a)Floors:Unless noted otherwise an plans,glue and nail 8d 0 6'o.a on the average strength o/these ten ylirMers. raga p ety,present caving and washing,and to prevent undecut6n9 Fc=4000 psi 0.50 ma./c ratio ire. Prairie setting drawings,templota arM directions ior the installation edges and Bit 0 12'field c Relain one der far fastingct 56 des f 28 tests indicate Yed to mrnote son/ bee tts ) �i^ Y i W lower Bern ace tabor cam strmi h. Is /footings,Her Mey haw n plied. Fe=5000 0.40 max. c ratio of Oncher be and ether anchorages to be installed under other Seations b)Rsb:Unless noted othenise on plans,nail 8d 0 4'me.edge p pmssmve gf 84 pare of Work and Bel 0 6'field $ d gg49 7.Brace all foundation walla against which place is to be placed until floor sorbs I7. of at Me top and bottom o! a wall are in place. iii.Do not use reprodudble copies or the Contract documents a erection c)See plow ior areas of special blocking and sling requirements. @ a. Vq type,membrane forming curing compound,conforming to ADM C309.Use drawling. k 59 0. Contada shall:;vide con6'nums site drainage by a mechanical method to control Type I ass A compounds. is Vertical(Walls):for wits sit designated a Shear Walls,nail vertisl surface and undergrowth rate a required to me twin a dry mridng site. sheathing Bit 0 6'o.c.edges.8d 0 12'o.c.Wit. 9F I8.Hot Weather Placement When depositing concrete in hat weather,follow recommmidations 9. Coordinate wider Roar drainage requirements with arWitecturol and mechanical drawrnga /ACI 305.The temperature of conerete at time of plane shun net exceed 90 degree NON-COMPOSE SREL FORM DECK c Shear Walls:Where shear mils am-led an the oars the sheathing is used ce and the requirements of the sole report Fahndra Protect to prevent rapid drying.Stan finishing and curing a son as pan of the lateral load mstsb'rg system.Typical details far wood panel shear walls in the drawings and the fallowing rewraments apply: pow, 1.Comply with requirements of Steel Deck Institute(SOI). §� GIST-IN-PLACE CONCRETE i. The shear wall extends between consecutive'ring'studs at adjacent roll g w 19.Cold Weather Placemenh When temperatures d;p below 40 de�mes at any time during 2.Deck has been designcd in acoardanco with SD.1.requirements. Openings. efcmte plating and curing,the proWsiaw o!AG W6 R-2,which addresses the protection Tem m short of deck is not required for slab 1.Minimum concrete comprasYe strength at 28 days and unit weight., pO ry rrgg req' depths and spans sham on Tn. Al] rid edges within the extent of the shear mfi shall be blocked o!ronrxeis from/reuiny shall be falbwed.Tha following provision,am a guideliw the drawing,(anly for rron-smpalte decks) nit flat Zed blockin g e ELEMENT SIRMGH.PSI m3w..PCF far cold-feather concreting procedures.he-,,limy 00 Nor replace nor supersede ACI-306. g ry Unless Noted Below 4000 145 0. Concrete mix and mining procedum. J.Steel for deck Alan.-yield stangth,33 ksi. m.When shear wits w different levels align,and specific bounds dement 9 W Footi 4000 I45 4.Deck depth,min gage,finish,and dab reinforcing ore shorn on the connections ore sit spewTred in the drorings,bou dary dements shall ^9a i. Where use is desired,a iron-corrosive,non-rhmnde acorlerotiny admixture P 9 9 ^9 be,Modred Mrouyyh the Rsn with tension ties snsisting o/ten Ampmn STRUCTURAL DRAWING Foundation Walls 4000 145 my be used in accordance with manufocturery pooled instrucbonx Admixture, plow. d strops,C516,extent'y minimum of 16 tndres pad the floor �T�y+p a'-e Sorbs an Grade 4000 145 contmmng calcium chloride SHALL N0T BE USED UNDER ANY CIRCUMSTANCES. sandcich and nailed to the boundary elements abeve and below with 20-lOtl f2]!x 5.Provide all accessories including but not limited to closure,fillers and naib• 2.Concrete shall not be placed until reinforcing and embedded items have been inspected H. Air w ning admixture in accordance with ACI-JOI shall be included required support for forth deck at thraugh columns. 51.1 Gorge General structural Notes hymnals ornor's independent inspection agency and/w the special inspector. in any concrete subject to/reuing and thawing during either construction iv.Whee silver rolls an dd/erent levels do not align,and specifirc detail; S12 Garage Typical Details z5 J. Concrete Materials a semco conditions. openings(Blackout) p g are sit pravided in the tlrawings.provide double oists above and below G 6.Forma s Blockouf on to 01 deck allowing deck to remain in // 51.3 Garage Structural Schedules cx the walla AHach boundary elements with°C516 strop omuna Ma joists z„fir$ a. Portland Cernont: ASIM C150,Type 1 a T II. T 01 In.Water and aggmQcte shall be uniformly heated to ochiere the(allowing place until concrete mums. and extmidi a minimum of 16 indres Me floor_%wick arM no W ypa may be used i/acceptabe fern res darn mixin Refer to ACI-306,Table J.1.N air tam rg 52.0 Garage Foundation rk Main Laval Plans to the Architect Use only one menulodurer(and yryDpee)of coment throughout m P°r°t° p 9( ) Per°]°r° 7.Additiosl reinforcing not required for n law that 6 inches square or to Me boundary Nemmt riM 20-10d nail. the Prol"a f(except use Only Type V cament for dolled piers in contact with ...then concrete lemperatum a mind is... 9 re9 Openings 9 S2.1 Garage Second Floor Q Roof Framing Plans Pv high wHwts content sds). Greater than.FT F;60'F mund or for rectangular openings lea than 5 inches x 12 v. Glue and red sheathing with 8o 0 4'o.c at all edge-including blocked z Inches,where lesser dimewlan a perpendicular to span o/deck. edges-and with 8d 0 12'one at Intermediate studs unless more stringent 53.1 Garage Foundation Sections rk Details b. Fly Ash. AVY C618,Class C a F Between 0'and JO F;65'F requirements am noted an the plans. L3 z F-i 8.Reinforce concrete around openings greater than 6'square a mono,up S3.2 Garage Framing Details �e c Aggregates: Provide Ogg of-in widurrmnce to ACI 301 and ASIM CJJ. Provide Lew Man P F.'70'F to 2'-6,with nation See typical detail. vi.Sheathing shall be 1/2"minimum sheathing conforming with APA Structural w aggregates from some sirs and supplier as used in the concrete mix design. I,exterior expaum mquuement. m;Rim Pi iv.Concrete slump shall be maintained ct 4 indre,or less (Re%ACI-3716) vit.Where shear wale bear on orals vide 5-16d nails throwyh sell late a I. Pea Gravel: Washed clean,hard,rounded grovel confamdng to ASTI CJJ 9.Flawladling assembly shall provide a minimum I her fire rating and to joist below at each dud she, P Q 0. Conweb Placing. Rat ACI-J06 jai spas within Me width o/the r wall. W except graded/w 90S passing the J/B inch screen end%X retained on 9:( ) conform to UL Deign number D502. W a= 1 nTi.Wham Boor and roe/die nog s abut shear wafts,provide a minimum o/ W the /inch screen. Use per grovel sly when acceptable to the Architect/Ergincer I All wow,ice,and host shall be removed so that it does not occupy IO.Dwk units shall bear the° m riate UL label. skim Si yy R spas intended to be filled with concrete. PD D 8d 0 3'a.a nmTmng to bl rig,rim/oref and mpsen/JS connection a�d d. Water. Potable. at 32'o.c.between bkx:Yrg or rim joist and shear m11 top plate z i. d. Concrete shall not be placed an frozen wbgrads. I I.Submit shop drawings indicating type and location o1 units,anchorage. o ior.Provide collector continuity jo all elements t five to shear rolls �" z X.Concrete shall be laced at a tam tle[m7s,accesmnes.etc. Sy��� R p temperature not lea than SS F. j using strap ties l-rim joist splices,at top plate splices,and at e O - fonts between top plate and header beams. vu W G x. Provide hold-downs to foundation mils on all boundary element&U.N.O. an plans,halal-dawns shall consist o/Ampam HOSa. 2BROADST M 936 SEA VIEW REALTY TRUST NANTUCKEi.MA 02554 A 936 SEA VIEW AVENUE ® F'0eoi'es 1 pc P5082282722 c Garage General Structural Notes ,SSEPTEMB 1014 ea car F 508 374 8498 OSTERVILLE,MA gSTRUCTURA� :isO8)a mee #CONSULT.IN`:5C .maeeseuc1urel.cmn d' RIGHT ANGLE AND OBTUSE ANGLE CORNERS ACUTE ANGLE CORNERS JOINT,UNIONS p BEAM IN CONT. LA B&W SEE PUN V,116 W'-I0"W/ (2)-%0 BOLTS .: 2 J�6 ADD 1/2 OF PARALLEL H ® J INTERRUPTED BARS AT STANDARD HOOK m �6 EACH SIDE of OPENING 2-15 x 4'-0"(WALLS BUT NOT LESS MAN I-15 x 4'-0•(STABS; 2-1 (1 EF.)IN WALL DWCONAL BARS AT e. R 4-/5(2 TOP It EACH CORNER 2 O)IN SLABS J/Is B/2x7xD-10' INTERSECTIONS STEEL COL"SEE PLAN - - HOOK INTERRUPTED �a Typ. LVL to Steel Col. Conn. EARS(IN SLABS ONLY) 10 SCALE: N.T.S. 36 DIA 3 Typical Concrete Corners WHERE NOT POSSIBLE _ M MAINTAIN J6 014 SCALE: No Scale PAST OPENING HOOK REINFORCING (4)- %2 0 ANCHOR BOLTS OR 14 1'DOWELS Q HIL77 HY150 ADHESIVE ANCHORS ��� Typical Concrete Openings oza"o.C. I/4 5/'xI0 x1o"BASE PLATE V _ Lu STAB ON GRADE SCALE: No Scale MET FORMED 1" J0 \\ a. W n FOUND471ON WALL Lu 4'-0"MIN. T TiPiCAL SO.G.CONSTRUCTION JOINT SEE PLAN FOR FOOTING . I TOOLED CONTROL JOINT O SIZE AND REINFORCING '� ea G I NOTE USE TOOLED JOINT AFTER —— FINISHING-SEE ARCH FOR RED 9 T TS Col. Base Detail r 1-1 — _ MIN. U - •� Tit FRAMING, III — CONST JOINT- TYPICAL SO.G.CONTROL JOINT Z SEE PUN — — OPTIONAL O FTC REINF.-SEE PROVIDE CONTROL JOINTS AT 16 FT.C/C EACH WAY MAA1MUM SPACING. PLANS AND DETAILS COAWWC77ON JOINTS CAN REPLACE CONTROL JOINTS.ALIGN JTS WITH DOWELS-SEE PLANS VERTICAL PENETRATIONS(SR COLS). 1 - WEB� �. AND DETAILS 2/p"STIFFENER SEE PLAN FOR LOCATIONS 0 IONCiH,MIN. O WEB STIFFENER TO (3)-Bdx2�'BOX MVLS T lcal Control Joints U- BE RUSH WITH FLANGES Typical Stepped Foundation SCALE: No Sale - x'0 ga 8 T Web Stiffener Detail - S1AB ON GRADS SEE PLAN HIS SCALE: No Scale SCALE: all No Scale � �' FOR THICKNESS AND REINF. A b . VAPOR BARRIER,SEE ARCH 2•RIGID INSULATION WHERE OCCURS, SOLID BLOCKING 2x NON-L(HD BEARING WALL 1 I Y NO REGLET REQUIRED a � baepc.. SEE ARCH gN9�R� y'NON-LOAD O 24"D.C. NAL (NEE ARCH.OWGS) WALL REiNF. IF WALL NOT EXPOSED _ 4•MIN COMPACTED SANG gpTLpy R. (SEE BEARING OW(S.) W/(J)-Tod NAILS BOTTOM R e - �ya FA SIDE THOROUGHLY COMPACT DISNRBED IN 2-16d N41LS FLOOR 1-Jo1SiS z-16d AWLS ' o INTERIOR S.O.G. SOIL UNDER SLAB M e O 16"D.C. (SEE FRAMING PUN) PER BLOCK Il� 4•SLAB W/6x6-WI.4xW1.4 1--- OR/J O I6"O.C.FA WAY �t z eE oWHEN ARCHOECTURAL PACK OUT EB s REGLET IF EXPOSED AT BLOCKING 3/4" CONTINUOUS OVER .G�a=Q$ _o"d epee 4"MIN.COMPACTED SAID o TOP OF WALL T 7140ROUCHLY COMPACT DISTURBED FLOOR I-JOISTS NOTE CONTRACTOR MAY EUMIM17E BLOCKING EXTERIOR S.O.G. SOIL UNDER SLAB (SEE FRAMING PLAN) BY DOUBLING-UP JOISTS DIRECTLY BELOW WALL z_ GO NOT EXCEED JOIST SPACING SHOWN ON PUN. m.,., JOIST PERPENDICULAR TO WALL JOIST PARALLEL TO WALL iJ I L ical Pall Joint i T ical Slab on Grade SCALE: No Scale SCALE: No Scale o; 7 T". artition Wall at Floor .� TYPICAL DETAIL SHEET NOTES E SCALE: No Scale 1. Typical details shown on this sheet may not be referenced from any other drawings on the project. I It is the contractors responsibility to understand and apply typical details where and as app(cable E z$ R (ti'• on the project as needed. o $ 2. Typical details shown on this sheet MAY be referenced on plans to clarify or identify a particularcondition. !y _ s J. amend engies'O nations(i.e.5/SX.X)shown are for convenience in communication between the contractor 2 BROAD STREET g36 SEA VIEW REALTY TRUST NANTUCKET,h1A 02554 b c 936 SEA VIEW AVENUE C. . Poe Garage Typical Details S 1 .2 P 508 228 2722 A+:(soeksraroe °"""" F Noa JT4 eavB OSTERVILLE,MA STRUCTURAL cacsaeWsz� 16 SEPTEMBER 2014 CONSULrq RrlS wrw.Cep ,y'y. TYPICAL MINIMUM NAILING REQUIREMENTS For conditions not shown,see Table 2304.9.1 LOG 2009 CONNECRON COMMON NAILS 1. 1 x6"subflw or less to each joid,lace nm1 J-8d 2. Wider than 1 x6'subnoor to each ioist fare nail J-8d SOLID FULL HEIGHT BLOCKING J. 2'subRaor to joist or blocling,blind and faro nail 2-16d BETWEEN RAFIERS STRUCTURAL ABBREVIATIONS 4. Sete plot,to Gist or blocking,tote nail 10016' SIZE AN CUPS AT SHEW ROOF RAPIERS WALLS.SEE FAME DETAIL FOR ABBREV. DEFINITION ABBREV. DEFINITION 5. To late to stud,and nail2-I6d SIZE AND SPACING 6. Stud to sole plate 4-8d toenail or _ _ _ A anchor bolts IF Inner face 2-16d and nol rr--'----n----n---- '-- ---rr'--=r�-=;T'---'n- -n---- T.O.WALL PATE ADDNL additional INT interla 1 ,il11 7. Double studs,face nail 16d024' DBL 1x TOP PLATE, ., i, EXTEND SHEATHING TO TOP A .F. above Fin'shed Floor JT Joint i.i 1 i,l ALIT of tern,to L, LEN le th 8. Double t /ales,tare nail 16d016' TYPIC4L All SHEAR WAILS •I 11 .1 i'i i• PLATE OF WALL n9 k .I.4r.,..wd•I .9 oA.- ,.. 1 F,-.-. x.M,-..-x--1 ARCH architectural LAi lateral --- r----y V 5 r---- r-- B, ROT batten LLH I 1 horizontal 9. To toles,tops and intersections 2-I6d °� TYPICAL STUD SIMPSON CS18 COIL STRAP - ALL B bond been LLV long leg vertl co 1 10. Continuous header,two pieces 16d016'o.c• �I I-- ---I i---i I----I 1 W OP ----I ii---I I---I STRAP TO BE CONTINUOUS B L. brick led a LONG to Itudbw l elan each ed e 1 9 nD WH URS " ACROSS TOP k BOTT.OF ELL. bu/Iding LVL lonlnated veneer lunber 11. Callingjoists to late,toenail J-Bd FIAT 2x BLOCKING i'i �i 1 k H iil. WINDOW AND TOP OF DOOR BM bean HAS nasamy AT ALL HORIZ BRIG bearing MAX naxinun 12. Continuous header to stud,tcormil 4-8d SHEATHING EDGES ii, ii EXTEND STRAP 24'PAST 13. BTYN cantbetween MECH nechanicol 14. Cdlin acts to ralel rokersn lace nail d 3-i6d 8d NAILSL 4'HO.G,INEDCES 1 I,I i,l I I �`I, �-� .I1 11 OPENING,WRAP AT E CJ coast./control Joint NLAN n h nin Ceiling joists, •� l. I AROUND CORNER AT EDGE CL,CLR clear N=L nlcrolan g l i Pa / ' OF BUILDING AS REDID CHU coot. nesonr unit MFR ewnufeeturer '' 'c n---'-n-`-`�n-`- a�5 AWL W/IOd AWLS 0 2'O,C, Y 15. Joist or rakers at all bearings,toenails each side 2-10d k 12'D.C.,FIELD I n I I 4 I. SHEATHING,SEE SCHEDULE i6. 1'brace to each stud and late,fare nail 2-8d 1 1 1 i' COL cal urn MIN nin/nun .1 II 11 CIINC concrete NTL petal P CYAN conrrectlm NL74 noninal 17. I x8'sheathinga less to each bearing,tore nail 2-8d PT SILL PLATE DO NOT i I.1 I1 I1 1 CLNST construction gF outer face 9, i i i'I rl a i•i n rl i•ii i• LYNT continuous B H opposite hand 18. Wider Man ix8'sheathing to each bearing,face nail J-8d COUNTERSINK ANCHOR BOLTS app AT SHEAR WAUS. •i i i i i BET,DTL deta 11 OPNG opening 19. Built-up comer studs 16d024'a.e 1 fl 1 i. 11 1,1 a I• DIN dlnens/on PC Precast 1 i'i i' i• I i 1 1 DK deck PL plate 20. Butt-up girder and beams 20d032'o.c.at top EXTEND SHEATHING l0 BOT OF i•1 i i i r 11 11 DS diagonal sheathing REINF -1 ralrcenent and bottom and staggerM PT SILL PLATE DVGS drar/ngs REOD required 2-20d of ends and at DYL dorel REY retaining each Splice _ TO.CONC A' EA each S.A D. see arch drorings f�f EF each face S.O 4 slab an grade 1. Bridging to joist,toenail each end EDGE WVUNC AT SILL EFF effective - SC slip critical a. Blocking betweeen joists and rafters- - EJ expansion Joint SCHED schedule To joists or rafters-Toenails each We.each end- 2-10d .. ELELEV elevation SECT section b. Blocking between studs,each and 2-10d toenails or 2-16d EOC edge of concrete SIP structural insulating panel EBB edge of deck SL slat, 22. Pywood sheathing 8d Nails 0 4'a.c.,edges, CONCEPTUAL SHEATHING EON edge of nasonry SPA spacing 8d Nails 0 12'ac.,field Ex edge of slab STFNR stiffener LAYOUT AT SHEAR WALLS LLI _ Ell each ray STL steel 23. Pomod sheathing-Roof Sea Roof Nailing Schedule EXIST existing SUPPL supplier NOTES, EXP expansion SUPT support 24. Pyrood sheathing-Floe See Plan Net. 1. ALL SHEAR STUD FRAMING 0 16'O.C.MAX.,LARGER SPACING IS NOT PERMITTED. EXT exterior, extension T/ top Z ALL FRAMING IS SPRUCE PINE FIR MATERIAL FL floor T/xx top of thi J. SHEATHING IS 32/16 SPAN RATED PLYWOOD OR OSB(15132'THICKNESS). ADVANTECH'OR 71P WALL'SHALL NOT BE USED FOR SHEAR LLI FPS face of stud Tit thick, thickness FP full penetration Tit Wood I bean'see notes) WALLS. FTG footing TRAN transverse 4. PLYWOOD SHEATHING TO BE FASTENED DIRECTLY TO WOOD FRAMING,FASTENING THROUGH OTHER MATERIALS IS NOT PERMITTED. GB grade bean TYP typical N iling Schedule 5. HOLES IN SHEAR PANELS FOR ELECTRICAL OUTLETS AND SWITCHES ARE PERMITTED AND SHALL BE NEATLY CUT USING A SA5ERS4W OR A GEN general UND unless noted otherwise cyy S4WZALL DO NOT USE A SKIISAW.MAX HOLE SIZE IS 6'DIAMETER. Z GLB 01u-1an been VERT vertical 6. LONG SLOTTED HOLES ARE NOT PERMITTED. HAS headed anchor stud V wide, width Z SIRAPPING OF OPENINGS REQUIRED ONLY WHEN WINDOW/DOOR OCCURS WITHIN THE LENGTH OF SHEAR WALL SHOWN ON PLAN. O HK hook "T re lded wire fabric HERZ horizontal B. OPENINGS THAT DO NOT INTERRUPT ANY STUDS DO NOT NEED TO BE STRAPPED. 9. SEE GENERAL NOTES FOR ADDITIONAL INFORMANON. U 5 FT AcuAlm I Fr.ovoll HG - � 2 Shear Pall Nailin � G O O O SCALE: N.T.S. ac snewwo.E e J I I O O O O I L� ---�-------------------------------------------------- U GENERAL LEGEND �--- e Oi Roof O iO 11 IL ix GENERAL NOTATIONS KING(WIND)STUDS EACH O G Oi O iO SIDE \A�w T MINIMUM NUNB£R OF KING LL. HALF No SECTION CUT THE N IS ER OF STUDS DS XX=DRAWING NUMBER THE NUMBER OF STUDS A THIS SP S OF 1I£APPLIES 7O HEADERS WHICH ARE NOT IXPUCRY CALLED OUT ON PLAN YY=SHEET NUMBER INTERRUPTED BY HEADER NTH SPANS OF f0'-0'OR LESS. OI 0 HEADER B. HEADERS IN LOAD BEARING WALLS DESIGNED FOR TOTAL LOAD. Y1eQ gg4 ELEVATION DRAWING C HEADERS INN D BEARING WALL DESIGNED FOR OR 400 PLF TOTAL L04D. XX XX=DRAWING NUMBER I I D. DIMENSIONED LUMBERUMBER HEADERS TO BE No.2 SPRUCE-PINE-FIR. ge p 5® YY=SHEET NUMBER ------------------------___----------------------- ___ TRIMMERS(BEARING STUDS) E. LVL=LAMINATED VENEER LUMBER. i XGGG=ig EACH SIDE F. LA HEADERS Fb-2600 PSI Ilk 9 DETAIL CALL OUT O� O iO SEE SCHEDULE G LSL=TAN/HATED STRAND LUMBER B�91ly� ® XX=DRAWING NUMBER H. LSL HEADERS Fb=2250 PSI,E=1500 KSI a t14 g• YY=SHEET NUMBER L DEFLECTION CRITERIA IS L/360 ifg J. HEADERS SUPPORTING POINT LOADS FROM BEANS OR COLUMNS SHOULD NOT BE SIZED WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE FROM THIS TABLE. NOTIFY STRUCTURAL ENGINEER. w lJ ALIERN41E SECTION CUT ROOF FASTENING ZONE © INDICATES M ER ADDENDUM WIND REGION' NAILS PANEL LLXADON 1 2 J ELEVATiON IR� Fastening Schedule(inches on canter) INDICATES STEPS AND Greater than 90 m 8d coma Penal edges 6 6 4 DIMENSIONED LUMBER NO.OF DIMENSIONED LUMBER NO.OF o SLOPES IN DECKS& LSL OR LA LSL OR LVL , SLABS Pone'field 6 6 6 SPAN SPRUCE-PINE-RR HEADER BEARING ENDS SPAN HEADER BEARING STUDS AT EACH END SPRUCE-PINE-FlR AT EACH END I.See Genervi SWCWd Notes for Mina speed J'-0' (2)2x8 or(3)2x6 (2)1/x5/'or(J) 1/x5/' 1 J'-0" (2)2x4 or(3)2x4 (2)I/x5 ' or(J)1 x5 ' 1 c I. ELEVATION CALLOUf 1 Edge apad The nor A g aim sptrca own roof M�at goek-md.am, 4'-0' (2)2xig or(J)2x8 (2)i/x5/'or(J)1 x5/" 1 4'-0' (2)2x6 or(J)2x4 (2)I/x5/' or(3)1/x5/' i � I. SLAB 5'-0' 2)2x12 or J)2x10 (2)i/x7/"or J I/x5/' 2 5'-0' (2)2x8 or(3)2x6 2)I/x5/' or(3)1/x5/' 1 a. XXX'-YY'=OBJECT ELEYAIION 6'-0' N/A (J)2x11 (2)1/x7/'a(J) I/x7/' 2 6'-0' (2)2x8 or(J)2x6 2)1/x5/' or(3)1/x5/' 1 $m T.O.SLAB=T.O.(OR 8.0.)OBJECT Roof Nailinfir Schedule 7 N/A N/A (J) I/x9/' 2 7'-0' (2)2.10 a(J)2x8 2)1/x7/' or(J)1/x5/' 1 80 3 8'-0' N/A N/A (2)i/x9/"ar(J) 1/x9/' 2 8'-0' (2)2,10 or(3)2.8 (2)I/x7/' or(3)1/x7 4 i GCALL: N.T.S. aa�tmitioDsdwa 9'-0' N/A N/A . (2)I/xi1/'nr(T) I/xg/' _T 9'=0" (2)2xi2 or(J)2x10 2) a(3)1/x7 10'-0" 1 NIA NIA (1)1/xi1/jar J 10'-0" N/A (J)2e)0 2)1/x9/" a(3 1/x9/' i rc of o � HEADERS IN LOAD BEARING WALLS RECOMMENDED HEADERS IN NON-LOAD BEARING WALL TYPICAL DETAIL SHEET NOTESS W i 1. Typical details shown on this sheet may not be referenced trainany other drawings on flea project It is the contractor's responsibility to understand and apply typical details where and as applicable c on the project as needed. I 2. Typical details shown on this sheet MAY be referenced on plans to clarify or identify a parb'cularcondition. Header Schedule i g0 3. Detail designations(i.e.5/SX.X)shown ore for convenience in communication between the contactor SCALE : N.T.S. and engineer. 8 28ROAOST,MA 936 SEA VIEW REALTY TRUST/� ""RO"�T""°�6�` 936 SEA VIEW AVENUE c. . Garage Structural Schedules S1 .3 bp/ r.a.eo„rye 11A��..//! v P sos 22e vn p„"°"".""a�°,°'o° OSTERVILLE,MA smwsra so F 508 374 6498 �'STgUCTURA� �lmeiesr.x� 18 SEPTEMBER 2014 wNsu[G{Kr 5: .Ceµ6ouceuv.mn L PLAN LEGEND 4' 26'-0' 4' A CONCRETE C'ONSIRUCWN f00'-6' 0 COP CONCRETE WAIL ABOVE F2 T.O.WALL aP CONCRETE WALL BELOW T/FTC=so'-B' ---------------- ------------------------ i � SLED.CONSTRUCTION 100'-6' ---- 1.0.WALL Ir 99---- ---, © n BEAM/GIRDER yg•_6• 1 4'STONE VENEER. T.O.SHELF SEE ARCH I F4 - n 1 M.BM TO o COLUMN ABOVE 99'-6' I T 90�' I T.O.WALL COL CONN. i r� COLUMN BELOW .1 r--- I WiOx22 T.O.SIT=99•-6'1 I 1 F2 I 99'-6' T/FTG=90'-8' T.O.SHELF WOW CONSTRUCTION S3. FRAME WALL ABOVE } _ •� I © FRAME WALL BELOW :o i I ----1 I W10x22 L0.SR=99'-6' i ------- BEAM/GIRDER I I I I00'-6' JOIST I I I I T.O.WALL Q COLUMN ABOVE O ----J I L I TYSTL COLUMN BELOW 1 I 3 SM PKT SEE ARCH I T/FTG=90-8' --- 1 SJ.i W10x22 T.O.STL=99'-6' T..0.STONE SHELF 1 I I I • PA770 PUN KEYS 99'-6' WLCRAFT ZC20 CONFORM TO..NL7AL DECK,1 100'-6' 1 13 I 1 SEE ARCH T.O.WALL I I I T.O.WALL 2-SPAN CONT.,W/4'CONC.ABOVE FLUTES ' F1 FOOTING NOTATION i TOTAL STRUCTURAL THICKNESS=6. V i XXXX'-YY 99'-6' i CF •i Fi=FIG TYPE-SEE FTC SCHEDULE I I - RENF. SONG.SLAB fd D.C.,U WAY O T.O.SHELF FULL BASEMENT �� 1 i SHORE STEEL BEAMS U CONNTOL CONC.REACHES 85x gykx 6�,G`�• XXXX•-YY=T.O.FIG ELEV II�� ' 100'-6' OF FULL STRENGTH LL- I i SEE ARCH FOR WATERPROOF SLAB FINISH S S FOOTING T/FTG 90'-8' I T.O.WALL IFOUNDA77ON STEP Q i I G 1 W10x22 TO.STL-99'-6' �„� BEAM POCKET $ 3 T/FTG-90'-8- 'i O HANGER DESIGNATION, L_J SMKEF SIL L--- J Atgi�• GS' "i 1 SIM i PLAN SHEETS-Sff HANGER SCHEDULE ON BM PKT ¢ 1,tq,1 WIOx22 TO. =99'-6"r-- Q �110 LATERAL ELEMENTS LLI 9� I 1 I 99'-6' 'u Qr� i� N ro.slAe --- I T.D.WALLJ �Y �••••••••••••••� SHEAR wau @EraT z/sL3) > � 4'CONCRETE SLAB ON 2'RIGID F4 \ I 3 i o o Tp,SLAB o CD WIND STUD DESTGN47I0N W INSULATION,RENF.W/JJ O 18'O.C. T/FTG=90'-8' _ i i -SEE WIND STUD SCHEDULE ON a/ OR WWF 6,6 W1.4xW1.4 1 , WPLAN SHEM THOROUGHLY COMPACT DISTURBED I _ 7 r----1 P.T.6x6 PORCH WfOx22 T.. =99._6. Yri SS.1 COLUMN T/FTG=MIN.3'-0' I I O I I 100-6 O BELOW FIN.GRADE I I I T.O.WALL. SIMKETT TYR BM 70 SIM, 1 T/FTG-90-8-8" 'i I '/ COL CONN. 1Ox22 T.O. =99'-6- I I 1 1 i I I O 1 1 F2 1 I 1 1 T.O.WALL ,1 T/FTG=90'8 I F4 n I i S 1 0 99'-6' ' ` I T/FTG=90'-8' _i I P.T.2w8 SLEEPFERS - v 1 T.O.SHELF h I 100-6' OVER CONCRETE L------ --- - ---J T.O.WALL L --- -- -- --- -- --- -----------'-- _ -____-------------___J ------ ----- + O e 100'-6' LL, SS 1 T.O.WALL T/FIG_gp'-8• HEADER.SEE PLAN 5' 2 Main Level Framing Plan (2)-SIMPSON HGAIOKT gg�nnn SCALE: 1/4"=r-0" 11-aces�1 ANGLE(I)-TOP a BOTT. RONF.EA WAY OLS(GN LOAD psi�4 TEXT SIZE 80T(UNO) UNFACfORm COMMENTS g�nn� Floor Plan Notes: g$�as gn 0, FI I'8"WIDE 3-14 CONT. 25K/FI CONT.FTC 1.Typical floor is 6'total thickness of concrete an metal p Q®�gw x 12"THK 1 Foundation Plan deck over steel beams.See Arch.far finish flow �1111� 2'-2'WIDE J /FT 2.Exterior Deck is deckin over ressure treated !W!Q Y s. fT 4-4 CONT. J.T5K CON(.FTC. t�-mse vmu KING STUDS iig �e x I2"THK SCALE: 1/4'=1-0" 9 P SEE SCHEDULE SIMPSON MSTA18 M �g dimensional Naming.See Arch far decAdng material. STRAPS(1)ON EA FJ 2'-0x2'-0x12" 3-14,E.W. 6K -- FOUn(IOtIOr Plar NOteS J.TIP.3-part wood column is(3)-2x6 SPF No.2 glued TRIMMER STUD EiL 1.Foundation has not been designed for a Flood Zone and nm7ed together,u.n.c. END OF HEAD!°F F4 J'-0 xY-0 x12' 5-14,E.W. 14X -- or Velocity Zone. 4.Typ.4-part wood column is(4)-2x6 SPF Not glued DS TRIMMER STU 2.See Footing Schedule,detail 3/520,for looting notes, and nailed together,u.n.a. SEE SCHEDULE sires and min/arcing. $ 5.al J-part LVL beams shall have a(4)-part built-up F5 4'-0 x4'-0 ir11' 6-14,EW. 24X -- J.See S1.2/or typical foundation details. z column under each end,unless noted otherwise. z 4.Coordinate all dimensions with architectural dmwin s. 6.al 2-part LVL beams shall have a(3)-part built-up Q FOOTING NOTES 9 =d 1. FOOTINGS SHALL BEAR ON NATNE UNDISTURBED SOIL 5.Coordinate all openings with architectural drewings. S column under each end,unless coved athenise. 2. FOOTINGS INVE BEEN DESIGNED FOR A!TEARING PRESSURE OF 1.5 KSF. 6.Mechanical blockouts not shown,coordinate we and T Provide squash blocks in floor pack under all built-up locations with Architectural and Mechanical drawings. columns. o umn Trimmer Studs ±(2)2-v6 ds �a J TOP OF F007ING(T/FIG)ELEVATIONS ARE SHOWN ON THE PUNS FOR BIDDING 9' 8.See 1/51.J/or load bearing and non-load bearing Key (Jack Studs) (Kingds) PURPOSES ONLY. FOOTING ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REQUIRED c 7.Floor homing and slab on grade(whets shown on �>v BY SUITABILITY OF BEARING MATERIAL plan)must be in place before back676ng the foundation headers not called out an plan. ING 4. BOTTOM OF DMIaR F0077NGS SWAL BEAR A MIN.OF 4'-0'BELOW FlNAL walls. 9.Install(i)-Mmmer stud and(1)-king stud/wind stud � (2)TRIMMER STUD S'o GRADE FOR FRO57 PROTECTION,UNLESS UTHENKiSf MUTED. - 8.Reference Eevation 100'-U'=Maln Level lap o/SIaD each side of openings I-than 4'-0;unless otherwise 00,9 5. ISOLATED FOOTING ARE COVERED UNDER COLUMN Elevation,verily site elevation with Amh. noted. ® s 6. SEE FOUNDATION PLANS FOR PLACEMENT OF FOOTING RELATIVE TO FOUN1147TON 10.Install(2)-trimmer studs and(2)-king studs/winds i? WALL studs each side of openings 4'-0'to 6'-0;unless NQIE' W otherwise noted. CONTRACTOR AND SUBS SFWLI.NOT DRILL �a� 11.See plan for trimmer studs and king studs for THROUGH,NOTCH OUT,OR OTHERWISE ALTER KING STUDS OR TRIMMER STUDS 3< o FootingSchedule openings 1S far S 6' 3I1.See Z/SI.J for Shear Wall Nailing. o S O 4 'Wind Stud Schedule SCMF: -- u-owowpsdwe IJ.Sea 4/51.3 Iva Min.Nailing Requirements. SCNE: -- taame7wmWsdwm MANTUC ST', 936 SEA VIEW REALTY TRUST NANTIICKET,IAA 02554 bp 936 SEA VIEW AVENUE c. ® P.O. Garage Foundation & Main Level Plans IS2.0, 1@"""' P 508 374 9498OSTERVILLE,MA g¢F 508 374 8498 ACCONGUUAN SI"c„s ,� 16 SEPTEMBER 201 -- -- `-- - -- -- -- y- -- --- '- --- -'- -- --- - PLAN LEGEND L CONCRETE CONSTRUCRON CONCRETE WALL ABOVE LOWER ROOF,SEE 1/52.1 CIP CONCRETE WALL BELOW SPF NO.2 2110 0 I"0.. ' STEEL CONSTRUCTION ^i BEAMIGIRDER COLUMN 1 n COLUMN ABOVE NNECT BEAM TO COL W/SIMPSON HT520 COLUMN BELOW CONNECT BEAM ro e x 26'-' "11 TWIST STRAP LJ COL W/SIMPSON TWIST STRAP x I L L i WOOD CONSTRUCTION I 5 cl O FRAME WALL ABOVE FRAME WALL BELOW SPF NO.22.1001"0. AI a � BEAM/GIRDER I 5 it JOIST ® ® COLUMN ABOVE I I b I � � COLUMN eaow m I O 5 I � 5 � � I •S' i i w � I (31-J/' '/z' N.'a zb'o' � (J) I'/,"1a"JVL. 26'o" � PUN KEYS A I C = I FOOTING NOTATION p FTG TTPE-SEE FTG SCHEDULE XXNX'-YY"=T.O.FIG ELEY 1 I I'FQ�� Zi I S S F0071NC/FOUNDARON STEP i H3 9% TJI JO C 16'O.0 I \ [k FI V BEAM POCKET Illggg - 5 HANGER DESIGNATION, I i `• I nl O -SEE HANGER SCHEDULE ON L U PLAN SHEETS I I i i i �__ ___ r__ __ _,._ __ __ T_ __ _T __ ___ _� __ __ u LATERAL ELEMENTS W CONNECT BEUI l0 INSTALL(2)SIMPSON SHEAR WALL(DETAIL 2/S1.3) CON COLNW/SIMPSON HIS20 4 COL W/SIMPSON MT520 H2.54 HURRICANE T1'P.TRIPLE RAFTERS ® WIND STUD DESIGNATION TWIST STRAP TN75T STRAP -SEE WIND STUD SCHEDULE ON Z PLAN SHEETS O I LOWER ROOF,SEE 1/52.1 SPF NO.2 2110 0 1"0.. I n U 1 Secon,/4' d Floor Framin Plan Roof Framin Plan o SCALE: Iw10e HEADER,SEE PIA (2)_SIMPSON HG4 I- Upper Floor Plan Notes: ANG{(I)-TOP k BOTT 1.Typical now Ts J/4"plywood a-TJI joists at 16" Roof Plan Notes: 9 pppg q� o.a See Arch.for finish floor materials, 1.Typical roof is 5/8'plywood spanning over dimensional SUPPORT SCHEDULE 2.Glue and nol plywood to joists with 8d nods at 6'ae. framing.See plan for framing size and spacing. ®r9 edges and 12'o.c.,intermediate. 2.See J/S1.3 for Roof Naling Requirements. g@l4g�4i FASINERS ALLOWABLE La4DS 3.Exterior Deck is decking over pressure treated J.Typ.wood rolumn is 3-part SPF No.2 glued and a BC�g• SIMPSON dimensional framing.See Arch for decking material nailed together, fSW10 MARK HEADER JOIST FLOOR ki s SNOW kT UPUFT Y s REMARKS 4.T 3-part wood column is 3-2x6 SPF No.2 glued 4.All J-part LA beams shall have a(4)-part built-up KING SNOS 4 ley - (P) fps (p) yp Po () 9 SINPSON MSTA18 and wiled together,u.n.o. column under each end,unless noted otherwise. SEE.118115 STRAPS (i)Al � ��l H1 L90 (5)IOd (5) lad 0.48 0.55 0.6 5.Typ.4-part wood column is(4)-2x6 SPF No.2 glued 5.All 2-port LVL beams shall hove a(J)-part built-up yd E Notch sloped rafters for and nailed together,u.n.o. column under each end,unless noted otherwise. ON EN p�H pOLp� q ��i�, H2 LUS210-3 (8)I0d (6)lad 1.4 1.7 i.J hanger seat 3 6.All J-part LVL beams shall have a(4)-port buR-up 6.Install(1)-tdmmer stud and(1)-king stud/wind stud x column under each end,unless noted otherwise. each side of openings less than 4'-01,unless otherwise TRIMMER STUDS H3 LU28 (8)IOd (6)1Odx1%' 0.8 0.9 0.6 Z Al 2-part La beams shall how a(3)-part built-up = noted. SEE SCHEWLE z H4 IUS2J7/g.5 (8)10d (2)IOd 0.95 I.I 0 column under each end,unless noted otherwise. g 7.Install(2)-trimmer studs and(2)-king studs/winds 8.Provide squash blocks in flow pack under all built-up studs each side of openings 4•-0'to 6•-0,unless -TIT rolumn. otherwise noted. o� HS LU5410 (8)10d (6)10d 1.4 1.6 1.5 &See plan far trimmer studs and kin studs W 9.See 1/SI.J lw load beading and non-herd bearing P 9 H6 headers not called out on plan. openings greater Nan 6•-01. 0 URIn Trimmer Studs wind Studs O 10.Install(I)-trimmer stud and(I)-king stud/wind stud 9.See i/S1.3 for Load Bearing and non-Load bearing Key (Jack S'h,&) (King Studs) g H7 each side of openings less than 4'-0,unless otherwise headers not called out on plan, rroled. 10.See 2/S2.3 for Manger Schedule. � (2)TRIMMER STUDS Lower Roof P51 Notes: _ Ha 11.Install(2)-trimmer studs and(2)-king studs/rirMs 1I.See 4/SI.J for Minimum Nailing Requirements. studs each side of openings 4'-0'to 6�0,unless f1.raming. Typical roof is 5/8"plywood sponnirq orer dimensional H9 otherwise led. fmming. NOTE 12.See plan for trimmer studs and king studs lw 2.See JA J for Roof Nailing Requirements. F7RAYER Rl LAY OUT FRAMING IN CONJUNCTION WITH � °< Natas: openings greater than 6'-0: J.See 1 i.J for load bearin and non-bad bearing ARCMITENT WITH PUNS TO LAGNIIING FRAYING CONTRACTOR 1.Hangers ex to P.T.lumber shall be Z-mar cooled w stainless steel. Z-max coati shall conform to 9s 9 9 PLACEMENT WITH RECESSED LKkRiNC FTXNRES. COMRAL70R AND SUBS SHALL NOT DRILL y 13.See.J/52.I far Hanger Schedule. heoders THROUGH.NOMH 09 OR OTHERWISE a' Simpson Specifications 14.See 2/SI.3 far Shear Wall Nailing. FRAMER TO LAY OUT FRAYING IN CONJUNCTION WITH ��KiNC �OR ��� o Y 15.See 7/SI.2 W partition wall suppers. ARCHRECTURAL PLANS TO COORDINATE - Wind Stud Schedule $` R Hanger Schedule I6.See 4/SI.J for Yin.Naling Requirements PLACEMENT WITH RECESSED LIGHTING 6 @ SCALE "'ROAD NTUCKET,MA 936 SEA VIEW REALTY TRUST b C "'ROA ST,Mnaxssb 936 SEA VIEW AVENUE c. • Garage Second Level & Roof Framing Plans S2. 1 �,eerwe v.o.aox roe REET FOImwM.MR 0]501-0e90 F 508 374 8498 cn:cssiis,a7se F 508 374 8498 OSTERVILLE,MA STRUCTURAL Fx:tsoesan.ros4 18 SEPTEMBER 2014 �Cg45Ul:rnNrhY wrx,CupeevicW�el.aom 2'0' GRADE 40 jx 2'-O'F— • ININSGTALL E anuo BEND PWD SHEATHING SE ARCH INTO CONC.SUB SEEUTHFORNN6 P.T SEE PUN P.T 216 SILL PLATE BEHIND P.T 2x6 SILL PLATE ° T.O.CONC. /J r 2' 2'-0' W/%-0 A.B.0 24'O.C.TYP. STONE VENEER W/5/%AB.0 24'O.0 TYP SEE PUN /. u 0 12'O.C.IN CURB L DE K SEE�N� STONE T 0.CONC.WALLFOR LSx3x%xCONT.W/ SEE ARCH PUDDLE WELD METAL 4'CONC SLAB,S J'HAS.0 24' DECK TO BEAM 0 12'O.C. i SEE PLAN \�\ METAL DECK.SEE PLAN p � 4' 4' PUDDLE WELD TO EMBED O.C.AT STAIR OPENING &' •\//\// T.O.CONC 14'CONC.WALL RLLNf. .. SEE PLAN \�\j .e W/ja O 18'O.C.,EA WAY B %i J xJ•W/0)-%'0 x 5' TO.CONC \\/ \//�/ HAS 0 36'O.C. DOWELS To MATCH VERT. SEE PLAN \ _ ° ' REINF,Typ"SEE GEN CONC WALL REINF NOTES FOR LAP LENGTH, T.O.STEEL - ® (I)-/4)CONE MIDDLE k POT AL T HOOKS SLAB ON SEE PWJGRADE, J/16 2 IN 12 t� . ® fi 14 0 18'D.C.VERT. SEE SEE PLAN it DOWELS TO MATCH VERT. SEE PLAN PLAN c o T.O.CONC RE7NF,TYR SEE GEN WF BUM,SEEL4x4rJ/%% W/ NOTT HOOKS LAP LENGTH, T.O.FOOTNC COPE AS REDID (4)- BOLTS _ I FOR FW77NG \ SEE PLAN FOR no SIZE RE1NF. SQE AND RELIVE. Beam Conn. Detail SEE PLAN 12 �" SCALE: ,•=1'-0• ,4-omeamz, T.O. �\ PWO SHEATHING, II / j \ Foundation Section , SEE PLAN FOR NAILING T SEE PUN SCALE: 3/4•=1'-0' JI'PWD SHEATHING SEE P.T 2x6 SILL PLATE GENERAL NOT FOR WAKING W/5/%AB.0 24'D.C.IYP. Foundation Section %'PWD SHUTTING, P.T.DECK POST,WHERE Q P.T%1 SILL PLATE P.T.&B SLEEPER$ SHOWN ON P1AN,NOTCH V t��ta SEE PUN FOR NNLINC W//g%AB.O 24'O.C.TYP, SHIM AS REO'D N x 7' 2'-0' AROUND RIM BFAV SCALE: 3/4'=1'-0' AM INSTALL P.T. 0 I O.C.IN CURB SHEATHING BEHIND 2-0' SIMPSON LSTHDB EMBEDDED STONE VENEER GRADE 40/4x 2WI Q STRAP nE AT EACH PORCH COL, Ham 0 24'O.C.,FIELD BEND FLASH BETWEEN POST INTO CONC.SLAB SEE PLAN AND CONC. WALL BEYOND T.O.CONC WALL W SEE PUN N 4"STONE VENEER, T.O.CONC DRIVEWAY AWN 4'CONC SLAB,SEE SEE ARCH METAL DECK,SEE PLAN i0PLAN FOR SIZE AND REINF. ° .. /\\/°..• METAL DECK,SEE PLAN _0. ///4•- �• PUDDLE WELD TO EMBED Ci f4x 14'CONC WALL RONF H 1 1♦ Concrete Curb Detail 1210 SONONBE REINF J'YIN e O I C. W//4 0 18'D.C.,FA WAY P /p x3 J'W/(1)-/0 x 5' O j W/(4J/4 VEAT 4•� HAS 0 36'O.C. SCALE: 1'=1'-0' ta-vlaeawv 2'-0'x2'-0 xl2'THK FTG, z CONC WALL REINF DOWELS ITT AIATCH VDtT. RONF.W/(3)-14 EA.WAY /(1)-f4 CONT TOP A'BOT, REINF,W.,SEE CFN SEE PLAN NOT FOR LAP LENGTH, a+ 14 0 CON..VERKDDLE k SUB ON GRADE, T.O.FIG ALT HOOKS 4 O 18.O.C.VENT. SEE PLAN COL P COL ` U DOWELS P,MATCH VERT. SEE SEE PLAY RELIVE,TYP,SEE GEN PLW < m — TO.CONC TS COL SEE PLAN ( �j x10 HI77 W/ NOT F�LAP LENGTH. SEE T.O.F00� '\/\ 1/4 (a)-%2%win Ilrlso H STRUCTURAL CONC ADHESIVE ANCHORS FOR FOOnNO SLAB, PLAN 1'MAR NON-SHRINK J"EMBED IN CONC. SIZ D RFINF. ° SEE PLAN FOR FTG GROUT Deck Pier Section o EE PLAN SIZE AND RFINF. O . . .Qa_ SCALE: 3/<•_1'-0• ,4moeamm FIG SEE PLAN —— - --------- - U SEE PLAN L0.WF BEAM I 2 Foundation Section T SEE PUN a .STALE: 3/4'=1'-0' ,4-0,maimz O WF BEUI,SEE PLAN e SEE PLAN 5 Foundation Section WF BEAM,SEE PLAN T.O.WALL a T.O.CONC SCALE: 3/4'=1'-0• %'PWD SHEATING, P.T 2x6 SILL PLATE O nB 8 a SEE PLAN- SEE PLAN FOR NAILING W/5/6.0 A.B.0 24'O.C.TYP, g �Q J'-0' ee � yQjE',INSTALL P.T. T.O.STEEL SHEATHING BEHIND 2-0 C x a w 4x J'-0" gg 5 0 72- TT / S Steel Col./CUIIC• Slab CO 1e �� A STAB OTE STONE VENEER 0 40E D.C.,FIELD BEND Yg gQg55Ei SCALE: ,•=1'-0• SEE PIMA I 4NTO �j4�-B 6 ea P a SEE PUN T.O.CONC.WALL ,�Agg STEEL BEAM.SEE PLAN - _ __ T.O.CONC. SEE PLANsgeg� SEE PLAN a "- 4'STONE VENEER, 1, T.O.CONC HIM:, e STRUCTURAL CONC T.O.CONC. \�\\/\\• r— SEE ARCH T.O. q®�3�ag4M:, SLAB,SEE PLAN . - /\ ° L $ETAL DECK,SEE PLAN \•\\\//vim/ ---��44 <• 6 4" '6 �a. PUDDLE WELD TO EMBED \` METAL DECK,SEE PLAN a 10"CONC.WALL•RE7NF. -///.4 4' PUDDLE WELD 70 ENBED a 2 SEE PLAN W/f4 O 18"O.G,VERT.6 f %xJ xJ'W/(1)-%%x 5• 14•CONC WALL,REINF. 0 TO WF BFAMB - j4 0 18.O,C.,HORIZ W/ HAS 0 J6'O.0 W/f4 O 18'O.C.,EI WAY TE %x3 xJ•W/(1)-%p%x 5 3 ----A__ 2)-f4 CONT.TOP h Po HAS.O 36'O.C. 1 1/2' 1 1/2' ' DOWELS TO MATCH VERT. 7. SLAB ON GRADE REINF,TYR,SEE GEN WF BEAM,SEE PUN METAL DECK,SEE PLAN SEE PUN NOT FOR LAP LENGTH, AL T HOOKS SLAB ON GRADE, 1'MA%NON SM BEAM SEE PLAN SEE o SEE PLAN SEE PUN WF BEAM,SEE PLAN P %x6 '-10' SHRINK GROUT PUN T.O.CONC SEE SEE PLAN zz �0 %x4'x6'STL PATE W/ PLAN ^ T�D CpNC 8 'Q W/(4)-J/%BOLTS 1 V<• 1 I/a• .. m (2)-I'0 ANCHOR BOLTS 7S COL,SEE PLAN 'f0 SEE PLAN 1 4 t e SEE PLAN • SIZE AND.REIN. SEE PUN FOR FTG o c 25 COL CONC.WALL SEE PUN —5 SEE PUN SIZE AND RFINF. , z�w ° w o 7tt i zo _ G R 0 �� O Foundation Section Foundation Section w Steel Beam TS Col. Conn. Beam Pocket Detail � z SCALE: 1•=1'-0• 14-07Oea015 SCALE: 1'=1'-0' SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0• ����c� 2 BROAD STREET g36 SEA VIEW REALTY TRUST Garage Foundation Sections & Details 53 1 .r/�' NANTUCKET,MA 02554 �,JC 936 SEA VIEW AVENUE C I.:c„I;ec,u•e P 508 228 2TL2 F �.nnaue,mse g OSTERVILLE,MA °X(�)457 B6 18 SEPTEMBER 2014 e F 508 J74 8498 �*STRUCTl/RAl �LsmMS�-mea CON6ULIA.NTS= .CepeSwmvei.mm T ♦r 6 NOTES FORNN4ILING 12 SIMPSON MANGER, 91 SEE PLAN 2x10 ROOF FRAMING, SEE PLAN 12 4� SIMPSON H2.54 CUP EA RAFTER,TYP. 2.BLOCKING 5/g'PWD SHEATHING, DBL 70P PLATE SEE PLAN FOR AWLING 12 &10 LEDGER W/ 41 (3)-4'BMBERLOK DIAPHRAGM EDGE WJUNC, SCREWS O 16'O.C. SEE PLAN FOR NAILING 2x6 ITRC WALL SEE PLAN FULL-DEPTH BLOCKING '/•PWD SHEATHING, BTWN RAFTERS S�PL1N FOR NAILING (3)-4'DMITERLOK SCREWS ��'PAD SHEATHING SEE GENERAL NOTES SEE ARCH 2x RAFTER,SEE'PUN PER STUD BAY FOR NAILING 49 T.O.PULE SIMPSON WWCER, SEE PLAN SEE PUN LA BEAM,SEE PLW T.O.PWD 7%tt'DEEP HEADER, %p'PWD SHEATHING, SE!PLAN SEE PLAN FOR NAILING 216 BRG WALL BEYOND TJI JOISTS,SEE PLAN SIMPSON HANGER, SEE PUN 8 Dormer Eave Detail S' _f 0' Framin Section `1 SCALE: ,•_,,-O. .moeams S/'PWD SHEATHING, PLAN FOR NAILING 12 DAPHRAGM EDGE NAILING, 41 DECKING,SEE ARCH. SEE PLAN FOR NAILING FULL-DEPTH BLOCKING BUILT-UP BEAM,SEE PLAN BIWN WAFTERS Q W SEE ARCH 2x RAFTER.SEE PLAN - ' Cn T.O.PULE CONNECT BEAM TO > E4 R4FN H2.54 HURRICANE COL W/(2)SIMPSON P.T.2x JOIST,SEE PLAN EA RAFTERR MT512 STRAPS,TYP SIMPSON HANGER, W EA COL SEE PLAN N PWD SHEATHING, DBL TOP PLATE COLUMN,BEYOND �f SEE PUN FOR MULINC 2x6 BRG WALL SEE PLAN Framing Section Z O O J R-maeamt4 _ SCALE: 1•=1'-0' LA RIB P LK SQL�LSH BLOCKS Eave Detail r ' UNDER RIDGE BEAM tA-ameamn V (2)-SIMPSON HR5416Z STRAPS (J)-S/MPSON HR512 STRAPS SCALE: ,•=1'-0' (3)-4'BMBERLOK SCREWS ONE EA.SIDE OF WOCE PER STUD BAY J/4•PWD SHEATHING,SEE f4FTER.SEEPLAN GENERAL NOTES FOR NAILING (n PWD SHEATHING. %'PWD SHETHING a SEE PLAN Z SE�PLAN FOR NAILING SEE PLAN FOR AWLINC DAPHRAGM EDGE AWUNG, T.O.PWD O SEE PLAN FOR NAILING DBL LSL RIM , ` FULL-DEPTH BLOCKING v BTWN RAFTERS DOUBLE 2x TOP PLATE NN SEE AR 2x6 SHEAR WALL, SIMPSON A15 CUPS O T.O.PLA SEE PLAN SHEAR WALLS EXTERIOR LL T H2.5A HURRICANEHEADER,SEE PLAN (4)-SINPSON HR5E STRAPS TER 2EL fN0 OF HEOERPWD SHEATHING, P PLATE((2)-TRIMMER STUDS s SEE PLAN FOR NAILING Framing Section( -KING STUDS LINO.,SEE PLAN WALL,SEE PUN SCALE: 1'_,'-O' 9@��T'�®U e U lift Rid Detail _ L lU Q Eave Detail ANL�� W7ES�FO Ll AN C (PER STUD K SCREWS SCALE. 1•=1'-0• V SCALE : 1•=1•_U• 14� �1 %'PWD SHEATHING DBL Ln RIM,00 NOT Nil' e}I SEE2PIAN FOR NAILING USE PoMBOARD AT DECK 1; �em� J/'PWO SHEATHING,SEE 5 DECKING,SEE ARCH. GENERAL NOTES FOR NAILING Y e DIAPHRAGM EDGE WUUNC, /'PWD SHEATHING, �� LVL RIDGE V SEE PLAN FOR HINDNAILI SEE PLAN FOR NAILING 5�PLAN FOR NAILING P.T.2x JOIST,SEE PLAN SEEI i 8 TO.PWD OUERFRAMINC,SEE PLAN NOTES 12i $ SIMPSON HANGER, �B �'SEE PINJ SEE PLAN Z 12 jj4� SIMPSON HANGER, 0 32"N C. CUPS c - SEE PLAN SHEAR WALLS T EXIERroR . PWU 5WEATHiNG', 2x PAFTER SEE PUN SEE PLAN FOR NAILING P.T.2x8 LEDGER,BOLT DOUBLE 2x TOP PLATE DOUBLE TOP RATE THRU P.T 2x4 BLOCKS O o 16'O.C.TO OBL LUL RIM W/ ° W (2)-6'17MBULOK SCREWS i2 2�E Ridge Detail raming Section 2 °� SCALE: ,•_,•-0• ,4-moeamoe SCALE: ,•_,•_0• ,4-aloeam,u SCALE: ,•_,•_0• ,/-o'roeem,a �o NANTUC ff,NA 936 SEA VIEW REALTY TRUST NANTUCKET,AN 02554 936 SEA VIEW AVENUE • ® ''O a° C P 506 226 2T22 c Garage Framing Sections ,65E 3.2,4 E U°° F 503 374 U98 OSTERVILLE,MA $QSTRUCTURAL (50BH5).]p9° ACOYEULTAH1S3 .CapeSuu:°°cl.can y , , , c nury s'a UTILITY O6A , BATH t S 1 HALL STORA E�� pI-STORAGE ,l M r 7' `017A 006 'UTILITY o � o0s , •. �, «,E_ -- yO - _ .57,�.. :.BUILT,N SEAT =UFFLEBOARDTABLE i a. . , . .� -, t ,` - ., ,. � .,+,. y. - - °� t `.. .� _ .. -. .._ I. - I •� ��Iw : I N�"u QJ� , .� :- a-s tir .• ,� F Foo— ALL —� — oram cc ------ � ypp���ppp II o-1 R _III I dears-- — --------- U 2. �. GAMES. — Irvi..� ..�_I. 12.2 - dL ., ., ,. -. :.• -: EoEGH\.upE2 Np�UN r .F.. ... :, B \N HOJ gE2 FNE� w AIR HOCKEY•R[,y. III 12.3*. SE N + S ,\V1mEN alNc.aoNc OE ,; ,c - �:" ..:- _- °; : _.. �� ., -..., .o •."puG 8E•( Gj\O SEP I • I p I _ CRt) NpU .p1EE '.-I POOL 12.1� }. �SWLT.I�i.AT , -------_ — -- -----_--- `° -II _ I ` .: ', r - , -. • + ..: :. .. .. ' .. :BUILT-IN SEAT... rt I • ;x II r I ,UTILITµ ' Y 007 I .. I. LOUNGE ,,. 1, - ° r . 003 T1 ti a ERED a � DOE12.3 y r Y ,r' , x < •#x- 0 UTILITY s: G - y x F MAS b S ' x" 28ROADSTREET 936 Sea View Realty Trust ;' ..< _ - _ - - BASEMENT bp /� NANTUCRETMA 02554 C� .(\.I 9365EAVIEWAVENUE r1R 5D8 z28 2722 SCALE:1/4 1'0" LMAY 1.ec.ue F 508 374 8498 OSTERVILLE,MA 4 AN ~ w I' 2;2016' F----------------------'-------------------- • , I 1 I ,; ... ...„ .. ., .,, „_.. - :•. _ 1 THEATER 012 CTR E E ICAL � — a Iz.e 2 (REFER TO PLAN BY JOBE .` - 013 UTILITY -- - SYSTEMS FOR ROOM LAYOUT _ 005A w UTILITY i t ' BATH ❑ ;;} se. sOs AO. OA i 005 - - r HALL _.,. _ _.._._.. _ _, I STORAGE I - BUILT IN SEAT � -' " � rEs rw -�w<•i i- 006 ., 008 :., -IIIII I HALL -I — — — —i C - - p Q a : B J 12.4 a Izs 2 WI I I I I HALL I I I I I 008B -1 I.��I °-• - Ig of - I I I I I I I 008A I I Il rI I I I a Ize 2IR6ALL ' 1 2 12.4 S I" "I I I I I I I I II 5 124 7 - - BUILT-N SEAT �j u U I •suss �e I _. - '- _ sOFFrt EOGE _- Q 3 II a II .z,-__ _ —3------ I' II 0 B�R r SD&CO _ 3 IW Ii.. 2 ? , I• ,TS // I I .. ,- // .. - w I I V I �L —_ _ I - 3 .. Iw a POWDER UTILITY — — .I I� CARDS -010 :T. 011 • -__J I •� '�''K ^(REFERTO PLAN BY JOBS t �-------------�` ' SYSTEMS FOR ROOM LAYOUT ___ a , ° s IRHOCKEV t - - 12.3 00 s - • b sm 9POOL - II L_ _ ____ r_—_-i,t ,. � _ ___ Ii j BUILT-IN SEAT J•a. -___- .S - ®®e ®ems-� -- ® - BUILT IN SEAT ^' I • t BUNKS n ... , •. _,.,.SHOWER ° - — LOUNGE 014D n • - - t -- i ------ �003�—_--_--_jI } _ _ - s BATH HALL O T 1 ❑ L�LI Il—LI ❑ 3 _ s ——— I - 014B ,R v _ i _ y W , e 014A W _ j GAS 12.3 _ € UTILITYROOM -1 015 - i b _— -7112! I 1 2 BROAD STREET g36 Sea View Realty Trust� bpC BASEMENTPLANNANTUCKET,MA 02554 ,P 508 228 2722 936 SEA VIEW AVENUE SCALE:1/4•'=l'-0' F 508 374 8498 OSTERVILLE,MA MAY 12,2016 i W P.T.Su w// Aa • - W BRG WALL - O 24.O.c,7YP. - - •PWD SHFAIMNG J/•PWA SEE GEN _ SEEZPIAN!UR NANNG NOTES FOR NYLING " « SEE PLAN 0.i Po • _ TUNNEL ROOF,SEE PLAN ' - - FOR RELNF,SEE ARdI �." _ FOR WAT.SEE fR -� 0 r.0.57fE1F - JObr.SEE PIAN • • AIUDSRE,SEE I/S3.1 ... /3 1•-8'�8- - NETK lXCIG SEE PUN 1'-0' 0 8.O.C. 6 RIDDLE HELD 1O;p E 66 o e as CONC.HFADER RONF, 16!CHILR HYISO 6'INTO/AANC£NE WALL - /ANGLE W/%% EXIE)Ib NONIZ.RARS Nat ANL710.4S 0 6'aC _ • - • . SEE/3 Rom 0 16.O.c' �•-CONC.sLALL , . _ -/ PLAN FOIP RLEJF Y/ -. SEE PLAN `SEE PLAN FOR FIG ' SEE SIZE&RDNF SEE PLAN - - Y = 14 Tunnel`•Section - • .. SCALE: 31,r 1'-0• u-ao�eme /Pica 6D'-13/ - - — -- _ �• — —_ - . - WUWFT 3CI8 CONFORN 16 GIGE LIUAL 6 -III am w/s•CM ABOVE PELVES IDrAL • _ MOE 4014,2--o•I� a T.D.WALL SIRWILIPLL TWO MMS a 8•RE7NF.COW � Ir � 0 24'O.C.ROD am .. • - , T - SLAB W//3 012•ac,CA WAY.SEE ARCH J INTO CON." . ` •— -- - �'S-----=}--- I /�� --- __8 `m •---- .WAIFRPROOF AAB FMb7L / p ——— SEE PLAN T.O.SLAB za sLAe NEITK DECMK SEE PLAN ,6.. PUDDLE MELD TO EAEIED ,' ro.WALL v `C�SIYT) , . f%;wak.T•w/O)-%e=s• p HAS O 36'ac • - _ - 1�0'CON.WALL PEW... .. _ - ' • - r a _ ODWELS':TO ASITCH mr. 4•SUB ON GRADE: ' 1 RE1NF,7YP., SEE GEN PL11I NOTES FOP LAP IENGRL • - Kr HOOKS SFF PIAN e — sAe • - .• - .. x :SEE PIRA'FOR FYG SIZE AND REDS. Tunnel Wall Section 15 x - - SCALE: 3/{• ,•-0' ,,.aea nvr Sea a 28ROA0 STREET 936 Sea View Realty Trust TUNNEL- DETAILS - b EAST LOT HOUSE Lr/�' NANTUCKET,MA 02554 b�/c �C)1 A VIEW AVENUE V ■ ■ nRenleee.u.e P 508 228 2722 936 SE U . SCALE:1/4"=1'0" F 508 374 8498 OSTERVILLE,MA - MAY 16,2016 i 'woad LeB� BA% pier . I Rom W { E FRAMES I m..� . ® BRIG. PE� �O N9. COURT PLANS ADJUSTMENT LOW WATER. � � ti i MITIGATION PLANTING S MORTr AREAS (2,127t S.F.) i (SEE NOTE 18) i',�. I . � WEST BAY \ PRECASTS. DO— -wit_ 6` • _�,/ y • • �F4TA #AQ 91 - - -. • L�• MIN. 0.11' PER VERTICAL; PARCEL 4— PROPOSED • `++ ACTUAL FLOOD ZONE LINE (el. 11) ACCOR: 7t9 8135 F. ' i DESI, (TO BULKHEAp� _ ! FILTREXX. S ( �,� (SEE LOM;A DETERMINATION BARRIER Case No.; 13-01-1050A) 0..., E,YIST/NG f�OLLS� - (TO RECORD COW Wr4TE"R)` 'jTO BE,RAZED) -•,.. '.9 _ —na:w ar�o-p _ Fr lam, / u °" X _ k `Ia r S rA!A x 1 y. Irk c� ._ - \ OPO pO -EXIS T/ 73 — PR �\ I a,. NC SCPTIC SYSTEM o J 80 x22 tom- (TO.. BE PUMPED AND REMOVED) E tea. )F ! m �� .. •« . [L ROPO / A71 m T.O,F• 14. i i � � , 13X2 1 ,t C C� � 13X2 [ �— EXIS TING CAR,4 GE 0 12 I _ 15 l Is TO / (TO BE RAZED) INC SHED ro°OC? R ►� HOUSE . E RAZED) — — J — �P' P(ROPUSED s x FIELO OQMS Gb�.NEST BEDR W, a GRATE GAeAA 492t S.F.) a, SEWER (rJ PROPOSED LIMIT _12.5 n r, - _ 13XZ ? OF;CLEARING (TYP.) x INTERIOR T.Q. \ PLUMBING � O, 3x _ -R T N #21 W/ANNO HEA+ W A t/ENUE -1 cn ► N \ 0 39 MAP 91 PARCf}` RCEL 003 OPOSED C _ N/F 3 ? _ PR F-1_. $ 21 W/ANNO HEAD NO E H. l/ LAI?GAY �.i �•:J 2�000 GAL_ 1� a Q o . — SEPTIC X r f} n g 8 0 \ PROPOSED z , l: '� 1 SHELL r PROPOSE DRIVEWAY _ ��� / INSPECTION / ROPOSED / PORT SHED 1 ROPOSED CATCH BASIN ce f ROOFWATER DRAINAGE • � " RIM 12 7 TEM - (23) Storm Tech - 13x7 �. 1'3� - 0 CHAMBERS REQUIRED • EXISTING GARAGE• APPROX/!{ (SEE DETAIL) 0� W �. (TO BE RAZED). 5 —TPT PR DEL 1>) FL -. PROPOSED VENT . / \ - - - - -- _ 1 U. /4 OO1B U. f, PROPOSED (7) BED \ SUBSURFACE SE GE DISPOSAL SYSTEM . .nd '1� SITE BENCHMARK: \' RESERVE A EA 14 \ rP2 - _ . TOP CON BOUND � C 1Ax1 �13x8 c EL 45- 68 (OVD29) ' 1 PR PO`'ED = x FIRM All o, ` G RAU i 4 \ t S.F.) ,. DARY PER �- (96 14.5 �15 I ( -� o. .250001 T.0•. . = n LA x / 0018 D. 1 9.: \ FIELD Tenni Court • TE / FND. GR P PROPOSED WATER LINE (CI ) A ,S $F:IM-13 5 -13- f , N. FROM ALL S.A.S. COMPONENTS), I 6 _ 0 if : ALE LL l feet RE AND Y OTHERS FOR s2. auV L.�0 / /` / _4 4.67 SEA \` V / A-Y-E / c �a I PER LAND COUP LAND Locus Map scale.. 1" = 500, LOW WA TER \ N N \ W E BAY \ S WEST m \ � BAY VV E \ ME-S w E <� X DOCK •� ..r"" Mill' 4j •+• P OAK CHERRY — ,, \ �_ ___5. '' `-`"•ti �•�, .. ..«_.". "+ + + r... ,,.. . +,... S�P1I2N"W E, Se 6OAa K + + + a PINE .i.u+ ~ i _b} { PINE PINE NEPINE . VIEW W Q�A / .+ + + aaN s,..++ . :MAP 9 Y + + "P On,50 E — 3f s.f. D FL N X -1U� TO B ..- p Ft�'BCORD_aT OPO N (EL OD) jZ nnnr mmn mu " s 4 i (..�./.ANAL LaANII 1 s nm ulna oni ni arr °'unwuuml.+u w"" ` 'l ,.,: Y6INEE 4' E ( COASTAL AL LOCAL 4 PR 1) X„ gnu E a P/NE Notes 1. LOCUS: #936 SEA VIEW AVENUE t omuunp amu r"rvurxi rmm .. „� f 'WIC. .� � �•� -'� o„ �,72. 0,-0 MAP 91 PARCEL 4 x PROPOSED o- _ � : s e- 2. OWNER: THE 936 SEA VIEW REALTY TRUST FILTREXX SOXX ,1 '10 .,, - — CEDA c/o CHRISTOPHER STAVROS (trustee) BARRIER "- '' 371 POOL 12E x�R1 P #21 WIANNO HEAD ROAD 886 MAIN STREET o Al MAP 91 PARCEL 5-2 OSTERVILLE, MA 02655 " .r,.,,,X ........ .. ,._. P \_� P/NFluuloummw uuu u��u /� N/F 10 L.F. of 4 PVC PIPE "" , 3. DEED REF: Cert. #198228 S = 0.02 ft/ft (min.) rT IANNO HEAD NOMINEE RUST 21 W TRU a ' mr•�Rumiu�i I.Im wuu�v&F� :• _ .�(� _..7�..� r'� ., INSTALL CLEANOUT.AT BEND } 4 n m „n�,11 n - "" �g�NA 1 1 1 E 4. PLAN REF: L.C.C. 2664-64 mn i , 4.a �--t. l Nand- 1 5g$ S.f• �-� 1 1 REFER TO SITE PLAN OF R -o .� L.C.C. 2664-98 E,-13.9 R DECK �� O - ,... 21 WIANNO HEAD ROAD /1( � 5K, 9 5r icy �� FOR FURTHER DETAIL 5. LOCUS DOES FALL WITHIN SPECIAL FLOOD "' �� -'...� f �- DECK: � HAZARD ZONE "AE12" (EL.12) AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP No. AREAWAY DRAIN 25001 C-0757-J dated 07/16/14. ACTUAL FLOOD I\ G HOUSE to DRILL N o BEp OM � 6. LOCUS DOES NOT FALL WITHIN THE NATURAL ZONE EL. 12 � � ,,. E"X�$ +r�r,'�,r� ��`�Ji1r'L II�'�=� PER/ RO S Ic, 1 c.a�ti°t. HERITAGE and ENDANGERED SPECIES PROGRAM � 1 �5 CONSTRUCTION i '� ,~ .... ., ' ER A z r > aREawar _ (NHESP) AREAS OF ESTIMATED HABITATS OF FARM �.o001C07.�;,~d�-' dz' �2 RARE WILDLIFE and PRIORITY HABITATS OF PER� o PORCH UND � � RARE SPECIES.ES. 13 4 x13 0 3y \ 7. LOCUS DOES FALL WITHIN AQUIFER PROTECTION ,fE964 SEA VIEW AVENUE T a f 13 xt3. MAP 091 PARCEL 003 �. = 15.212y r+, r_+- �� o\ OVERLAY DISTRICT (AP). N/F Z ! FF.E. r T.. - .-_ o ,3.ox _l_ SHIELA K. & GEORGE H. // LARGAY ! u; ffxr ' f PROTECTION LOCUS DOES FALL WITHIN THE RESOURCE ��„ ORCH 2hL .z, ( 1 " PR. CATCH BASIN o TECTION OVERLAY DISTRICT: P o 1 RIM=11.7 9. ALL ROOF RUNOFF IS TO BE DIRECTED INTO SUBSURFACE INFILTRATION STRUCTURES AS ACTUAL FLOOD PR. CATCH BASIN ZONE EL. 12 SHOWN. WIDE , N i -� RIM=12:7 12X8 10. FLOOD ZONE AE12 AMENDMENT PENDING FEMA PROPOSED WATER SERVICE 1 GRAVE __ +x __--�� --PROPOSED H f ,n .'�- _ - T-T�� .,., , 19? �Q \ REVIEW and CLOMA APPROVAL. I (MAINTAIN 10' MIN. FROM ALL S.A.S. COMPONENTS) CURTAIN DRAIN (tv.) �H 1 T 1 � _ i 30 L.F. of 40 mil. IMPERVIOUS LINER - T l or SPRAY OUT WATERPROOFING p _j ____� (WHEN SEPARATION TO S.A.S. IS <20') p.0� ZONE: RF-1 L REQUIRED EXISTING PROPOSED 70 L.F. of 4" PVC PIPE �. L --f%` PR. CATCH BASIN LOT AREA: 87,120 s.f. 81,913t s.f. 81,913f s.f. S 0.02 ft/ft (min.) ' �'' RIM=12.5 Q o� FRONTAGE: 20' 200.68' 200.68' INSTALL CLEANOUT AT BEND , , 0 � 5� � FRONT YARD: 30' 155' 58.8' SUBSURFACE URFACE INFILTRATION N� q SIDE YARD 1 18 0' rO © i� a REAR YARD: 15' 110't 110'f F m -tD (30 StormTech SC-740 UNITS TOTAL v p c.� I (CONNECT ALL ROOF LEADERS, DRIP 4 T nfs `R �� ' I o P. p� I'+� STRIP/CURTAIN DRAINS and CATCH (Clay) �� BASINS to StormTech UNITS) Prepared By. Court �r ,� O CONS�UCTED) 0 (TO BE R i 4 rrl &C I Ki"Ou N 11''` FND r e SITE BENCHMARK: ^ _ TOP CONC. BOUND EL NAVD88= 14.85 ,•. ,: . - 56 ( ) 49 HERRING POND ROAD 19 OLD SOUTH ROAD BUZZARDS BAY, MA 02532 NANTUCKET, MA 02554 J O (tel) 508.833.0070 (tel) 508.325.0044 (fax)508.833.2282 www.brackeneng.com OF fvigSs 1TH op j _ 3, 9S 1 r O o ALo s� �- j G P fi � ooN 9 r-T- � , t PROPOSED SITE PLAN o� �R or %� 0 SRAC N� ��-�- 1 I `` ~�. ...., ` 11 "� �' � �� 890 SEA �rEw AVENUE IN BARNSTABLE MASSACHUSETTS No. 37732 �' ro CIVjL R. M o / A�3`�' � � '� � 37 MAP..9,,, ARCEL 2-1 Prepared For: o p 071 f o_ / f i GISTER�° Q SEA /Ew REAz`T Ta�sT THE 936 SEA VIEW REALTY TRUST 03 iS #936 SEA VIEW AVENUE MAP 91 PARCEL 4 PLAN SCALE 0 6 12 18 24 30 45 60 90 S E A V l E W j A YEN U E No. Date Revision Description By 1 inch = 30 feet C13:3` OHw "oHw oHw OHw Date: Drawn: Checked: Job No: Sheet: ' SEPTEMBER 19, 2014 RMM/DLH DFB/AMG 0785-001 1 of 1 S: Aut,,ad Drawings Barnstable Sea View Avenue 936 Sea View Avenue 9 6 Sea View Ave—Site—Rev7.dwg N Soil LoaS LeBARON LK 120 CATCH pile BASIN FRAME AND GRATE - _ Locus MQ Vliood TP N0. 1 TP N0. 2 p pier FRAME TO BE SET IN FULL GIRD. EL. 14.0 GIRD. EL. 14.0 Scale: 1"=500' w E BED OF MORTAR GW. EL. NONE to 14.0t GW. EL. NONE to 3.0t R°" RIM 12.7t 0 14.0 0 14.0 ^ .; .. N BRICK LEVELING COURSE : . •..'..: ..,; .:."•:'..'•..::� .::,; ;,: .., O/A/E 0/A/E AS REQUIRED FOR GRADE LOAMY S D LOAMY S ND WEST ��,� ADJUSTMENTS (2 MIN.- 5 MAX.) ° ° 12" t0 B YR 2/1 13.0 15" 10B3,4 12.7 BAY PLANS �V Storm tech SC-740 LOAMY SAND LOAMY SAND LOW WATER PER LAND COUP u u CHAMBER UNYTS � � �••••► Li 24" ° 10YR 4/6 10YR 4/6 � V Of 26" 11.8 28" 11.7 PROVIDE '� OPENING ° C1 \ S MORTAR ALL JOINTS MEDIUM TO EPA MITIGATION PLANTING 48" DIA. ° °� a COARSE SAND AREAS (2,127t S.F.) i' - L . - ° A.D.S . 2.50 7/4 yVIANN� (SEE NOTE 18) i• S = 0.016 ' ' .�• -"� - C1 10% GRAVEL • I:: ° ° ° _ - MEDIUM SAND SEA VIEW A VE. \ LOOSE VV E✓ 1 ' DAY .•�••'• � :• 25Y 7/6 81" C2 7.1 PRECAST SHALLOW CATCH-,--" ° o FINE TO MEDIUM SAND DOC _ BASIN (48"-DIA.) a- INV. 9.70 INV. 9.30 ° IRREGULAR DYERS • • �+ _. • r � 1 i .•�• •g `.. [OE?f_L Y' GE f1,1 "D "� 132" FINE TO MEDIUM SAND • i • 1 • • • r __ -� / • •�"A,n / CI?4STA[ BANK MIN. 0.12 SQ. IN. STEEL LOAMY SAND LAYERS = 120" 4.0 144" 2.5Y 7/4 2.0 I •`_•�. -• • I�AP 91 _ PER VERTICAL FOOT,,PLACED BOT. = B.7O • . E- i . . • / • • ACCORDING TO AASHO PARCEL 4 �- _.� •-. -� ~ - -- ,,- ACTUAL FLOOD ZONE.LINE (el. 11) DESIGNATION M-199 ' PRECAST CEMENT CONCRETE BASE UNIT - ' - �.,. r' PROPOSED Q -�7t9,-813f SF. ._-- -' ; ' ,.�� FILTREXX SS1X�f•- r- ��o � "(SEE.LOMA DETERMINATION Soil Evaluator Certification DATE .PERFORMED: 11/14/12 Genera) Notes -(TO BU[KHEAQ�. - ,w ..._ _-. �- ✓ SPXX Case No.: 13-01-1050A) \ o SOIL EVALUATOR: DONALD F. BRACKEN JR., P.E. EXISTING r�s� '� -�i/ER COMPACTED GRAVEL BASE I CERTIFY THAT I HAVE PASSED THE SOIL EVALUATOR WITNESSED BY: DONALD DESMARAIS - HEALTH INSPECTOR 1. BENCHMARK \\\ ELEVATION = 15.68 NGVD29 (TO RECORD LOW W41TR) ) (TO BE,RAZED) ENVIRONM N APPROVED BY THE DEPARTMENT OF ( ) ....- # », »� ) `�//�\r \ ENVIRONMENTAL PROTECTION AND THAT THE ABOVE PERC. RATE: < 2 MPI i � T CLASS I TOP OF CONCRETE BOUND - & X • /\ \/ /�\i SOIL CLASS: .• J " ANALYSIS WAS.PERFORMED BY ME 'CONSISTENT WITH THE "" k " " St �- r fgtfr,t_r, , , l„„�l REQUIRED TRAINING, EXPERTISE AND EXPERIENCE MAX. GROUND WATER ELEV.: 3.Ot 2. ALL CONSTRUCTION METHODS AND MATERIALS TO •�""" » 1 X �� r • 0 , DESCRIBED IN 310 CMR`15.017 METHOD OF DETERMINATION- A CONFORM TO TITLE V AN�- CO3,1 ;7A_ 9AA f ON SOIL DAMP UNABLE TO OBSERVE C D THE TOWN OF BARNSTABLE BOARD o m cp X J0_ -- o •I �- IS: 15 WEEPING. MAX WATER LEVEL IN MON. WELL = 2.0f OF HEALTH REGULATIONS. 16• Stormwater Collection S ste 12 (NOT TO SCALE) . X �. SIGNATURE DATE OF SOIL EVALUATOR EXAM (SEE SOIL REPORT FOR MORE DETAILED DESCRIPTION) 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH p EXISTING SEPTIC SYSTEM LfOCATE THEM ONE BURIED. ARABLE MEANS IN ORDER TO PROpO.��\ ..60•x22 (TO BE PUMPED AND REMOVED) - 4. NO FIELD MODIFICATION TO THE SYSTEM SHALL BE MADE o 0000 � Deslan Calculations WITHOUT PRIOR WRITTEN APPROVAL OF THE DESIGN ENGINEER APPROXIMA TE " e (� AND BOARD OF HEALTH. LOCAT/ON OF , � Legend Zonln Re ulrements MONITORING WELL � " ROPO _ Cr1 ��f[/P�V�l�' /� � EXISTING CONTOUR ----'-----�--100----------- ZONE: 'RF-1 SOIL TEXTURAL CLASS: CLASS I 5. ALL JOINTS AND COVERS TO BE WATERTIGHT. DESIGN PERC. RATE. <2 MINUTES/INCH 5 C•) J 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PROPOSED CONTOUR 10o NO. OF BEDROOMS: 7 TOTAL BEDROOMS T 8 _ 14.0 �\ REQUIRED - THE ACTUAL LOCATION OF ANY EXISTING UTILITIES. 13x2 (` ExISTINC GARAGE WATER LINE w w LOT AREA, 87,120 s.f. MAIN HOUSE: (7) BEDROOMS (UP TO 15 TOTAL ROOMS) 7. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED PRIOR x 13x2 (TO BE RAZED) TO BACKFILLING SYSTEM. 2 ' 4" ROOF DRAIN R R R DESIGN FLOW REQUIRED: 770 GPD (NO GARBAGE GRINDER) _ FRONTAGE: 20' ExrsriNc SHED "Y �° SED HOUSE SEPTIC TANK REQUIRED: 1540 GALLONS MIN. 8, OWNER APPucANT (TO BE RAZED) - -' till � OPO SEWER FORCE MAIN F1r t,11 / pR ~ t2 EROSION CONTROL X- X- X- X- " x FIELD C� _AAA 7 BED�O S F� � PROPOSED LIMIT FRONT YARD: 30; SEPTIC TANK PROVIDED: 2000 GALLONS 936 SEA VIEW REALTY TRUST r-' R �5,492 �, SIDE/REAR YARD. 15 886 MAIN STREET 1 IMA 28 \ SEWE F• - '14• 13x7 ?o, OF CLEARING (TYP.) COASTAL BANK - - - - LEACHING SYSTEM: OSTERVILLE, MA 02655 RIM= INTERIOR - --- -- -- --- - - GROUNDCOVERf 25% 3 AGGREGATE FREE TRENCHES FLUMBtNG` n z COASTAL BANK BUFFERS - - 3) - ARC 36 HIGH-CAPACITY CHAMBER UNITS H-20 LOADING 9. PROPERTY LINE INFORMATION TAKEN FROM: 1�6 1 X --L -R N 921 WiANNO HEAD ROAD ( ) ( ) L.C.C. 2664-121 and CERT 198228 1 �' MAP 91 PARCEL 5-2 and (3) SIDEPORT COUPLER UNITS ` 0. L LETTER DATED MARCH 14, 2012) 10. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF 1 / POSED X A 1�I $ 21 W/ANNO HEAD NOMINEE TRUST ,¢�964 SEA V/EW AVENUE -' - � MAP o91 PARCEL 003 -�• - PROPOSED '"" o_ (SEE DEP GENERAL USE APPROVAL SOIL OR SITE CONDITIONS DIFFER FROM THOSE SHOWN. N�F Z 2,000 GAL o EFFECTIVE LEACHING. 11. THE DESIGN IS INTENDED TO MEET TITLE V AND OTHER SHIELA K. & GEORGE H. ll LARGA Y N SEp(1C x- 1+ 8» �,. - 7 27`:UNITS / 24, DIAMETER BLOWN IN FILTER ( , )(5.0 L.F./UNIT) + (3 SIDEPORTS)(1.2 L.F.) = 138.6 L.F. APPLICABLE REQUIREMENTS. THIS PLAN DOES NOT POLE MEDIA (COMPOST MATERIAL) (7.8 S.F.A.F.)(138.6 L.F.) � o PROPOSED 2Z i= '1081 S.F. EFFECTIVE GUARANTEE .THAT THE SYSTEM WILL BE INSTALLED AS 3 1 %7 \ ,�9 A SHELL �' '�i+ DESIGNED, NOR DOES THIS PLAN GUARANTEE THE OPERATION z - / OF THE SYSTEM. NSPEC �'��' DRIVE �''\\\ / AUW M. LOADING RATE - 0.74 GPD/SF SF t� C�RApY FLOW PROVIDED: 800 GPD > 770 GPD REQUIRED --1-- -I ROpoSE '� p0R ,� No.37732 BIODEGRADABLE -F D / T (TYp•) PROPOSED 12. THIS SYSTEM IS NOT DESIGNED NOR INTENDED FOR USE L_� -�-- SHED CATCH BASIN WITH A GARBAGE GRINDER. FILTREXX SOXX INVERT PRIMARY: 9.97 INVERT RESERVE: 9.97 - nrn�-r7 e r� RIM=12.7 O , OR APPROVED EQUAL PROPOSED ROOFWATER DRAINAGE N 1,3 \ Q� .•.: ;'`; BOTTOM PRIMARY: 9.07 BOTTOM RESERVE: 9.07 13. THE SYSTEM OWNER SHALL BE RESPONSIBLE TO PUMP 13x7 , EXISTING GARAGE FLOW ,,,, _ --- SYSTEM - (23) Storm Tech T \ APPROXIMATE FEMA FIRM All ur1D ---- ? �` " :;,., ;'::; PROTECTION AREA THE SEPTIC TANK AT LEAST ONCE EVERY THREE YEARS. TO BE RAZED) :. , f,, r< .; SC-740 CHAMBERS REQUIRED � -~r � ( /EL11) FLOOD BOUNDARY PER � c,, 5 W �� -1, f d ? i `i i •r r SEE DETAIL _ 50 -T� PROPOSED VENT COMMUNITY PANEL No. 25000> � > �l j�% `'' 14. LOCUS DOES NOT FALL WITHIN A ZONE It WELLHEAD _ .:.... �. ..::. ., � ,..� . � PROTECTION AREA. 0018 D.74 t..,. PROPOSED 7 BED OM - 15. LOCUS DOES NOT FALL WITHIN AN NHESP 'ESTIMATED O f \ 12" MIN. GATE HABITAT of RARE WILDLIFE. SUBSURFACE SE GE 1 k VALV��DISPOSAL SYSTEM nd 90 i' SITE BENCHMARK: \ RESERVE A EA 1A \ rP2 TOP CONC. BOUND "A-PAK' ALARM--- 0 16. LOCUS DOES NOT FALL WITHIN AN NHESP PRIORITY 14x EL=15.68 (NGVD29) OUTLET 1 113x8 ,' SEWER HABITAT OF RARE SPECIES. PR pOED -" INV.=11.30 i 17. LOCUS PARTIALLY FALLS WITHIN SPECIAL FLOOD HAZARD °i G RAPE Q j Flltrexx SOXX Barrier 'Decal) TRANSFORMER 3 PRONG ZONE "A11" (EL. 11) PER FIRM MAP 250001 0018 D. APPROXIMATE FEMA FIRM A 1> o, S.F. nCHECK EL11 FLOOD BOUNDARY PER o_ \ (96 t= 14.5 15� ! A ✓ NOT TO SCALE VALVE GROUNDED T,O, TO DISCONNECT OUTLET 115V 18. LOCUS PARTIALLY FALLS WITHIN A SALTWATER ESTUARY OMMUN/TY PANEL Na. 250001 _ ` f:z OR 230V PROTECTION ZONE. 0018 D. FIELD 14 // BOH (NOT SHOWN) 1 " i END. D�i A, USE WATER TIGHT 19. REFER TO PLAN ENTITLED "PROPOSED SITE PLAN IN Tenni Court . �111��_._ �GRATE 13 5 �/ 9.52 ` V * ELEVATIONS TO BE * HUBNLET SLAB JUNCTION BOX IF BARNSTABLE, MA" and DATED JANUARY 25, 2013 SUBMITTED CI ) t ` A�S F'IM 8 0` - -. - GUTTER FIELD DETERMINED INSTALLED IN A WITH NOTICE OF INTENT APPLICATION AND REVISED ON APRIL PROPOSED WATER LINE ( ,,3- ¢ 1 } ! u'• �456'S - OowNSPaUT DAMP AREA 25 2013. (MAINTAIN 10' MIN. FROM ALL S.A.S. COMPONENTS) - -- .� _ �' .. . J , R� �O Storm Tech SC-740 9" OVERFLOW CHAMBER UNITS ', :•''4 '• 20. PORTION OF SYSTEM LOCATED IN DRIVEWAY TO AVOID SPOUT VENT GREATER THAN 3' OF COVER OVER SYSTEM AND TO RETAIN ,� Z L � VARIABLE HOLE PLAN SCALE /'13 �'� r t.J f r I SWITCH ALARM LEVEL EXISTING TREES. 0 6 12 18 24 30 45 60 90 r \ ' 30 ON . I� 4�46� + BASIN R, 1 t �' s I" ZOELLER R T ,#890 SEA VIEW A VENUE a a ° e OFF I inch = 30 feet \ ,'� r, c / MAP 9 PARCEL 2-1 qss ° a ° 4. AUTOMATIC 9LAo N/F OONWE qoy 4"PVC PIP£ SEWAGE PUMP g' SEA VIEW REAL T Y TRUSTM, 0 a ° - DIAMETER _ / l� q•62 \ 1 _-. _ " If0.371fi Q ° a ° 18" OR 24" 2 5171IJ MISC• NOTES RMM NOTE: (� / � 3 ./ � \J ,, STANDARD REFER TO ARCHITECTURE AND t R / ,. CRUSHED STONE / / S AL `� SPLASH PAD ° ° d a a 1 4/2,3/1.3 CHANGE FROM 8 BR. TO 7 SR. MLA9 LANDSCAPING PLANS BY OTHERS FOR L-�0.62 , / �� � � / � T Ical Elector Pumc N a FURTHER DETAIL R- 4s/ / � i �j / ° ° NOT TO SCALE NO. DATE DESCR/PTION BY a � ° 4 I ` ° t1 ° a MAIN HOUSE: BASEMENT BATHROOM <25X SYSTEM FLOW �` -7 Roof Stormwater Svs� EJECTOR PUMP PROVIDED: ONE (1) ZOELLER NON-GRINDER PUMP IN SEA '/ 'n/ , / ! BASEMENT OR APPROVED EQUAL Prepared By: �,. V �� f� f� I � I VEN V � � , (NOT TO SCALE) Engineering Surveying Environmental Permitting 20' MIN. 4" SCH. 40 PVC INSPECTION PORT ( „ 49 Herring Pond Road (PERFORATED WITHIN CHAMBER) 10' MIN 4 SCH 40 PVC INSPECTION PORT SCREW CAP WITHIN 3" OF F.G. (PERFORATED WITHIN CHAMBER) Buzzards Bay, MA 02532 IRRIGATION BOX (SEE PLAN VIEW FOR LOCATION) " SCREW ON CAP WITHIN 3" OF F.G. COVER (TYP.) 24 DIA. RISER, 24" DIA. WATERTIGHT COVER D-BOX RISER (3 REQUIRED) Phone: 508-833-0070 Fax: 508-833-2282 T.O.F. HOUSE=14.5 TO WITHIN 6" OF TO WITHIN 6 OF GRADE VENT CHAMBERS GRADE (TYP.) ACCESS COVER MIN. 2% SLOPE CAST IRON WITH CHARCOAL FILTER ESTABLISH GETATED COVER 1 SECURABLE REQUIRED F.G. = f - S.A.S.3.7 TO GRADECOVER hr. OVER S.A Su._, .. , : . .- , _., :a; 3 � F.G.- 13.6f >s.�.n,F ��r �`:Y,\Ji��n�`Fc+v�.:alzjf o �- �fr;A?�>,.s.\,�..,�G<K-.-?..o .F°.!-, c.Y,r. -d <� 4.rN , . ,> ,. a �# �, (TYP.) SUBSURFACE SEWAGE DISPOSAL �, F.G.=13.5f F.G.= 13.3f to 12.9t NATIVE BACKFILL *,.; ,, NATIVE BACKFlLL #+}*,. ; o r 12" MIN. < OVER CHAMBERS n OVER CHAMBERS E J CONC. EXISTING GRADE SYSTEM IN BARNSTABLE, MA * `r °,'„ y* `+ - CV RBI CONC. 36" MAX. RISER 12 MIN. FLTER FABRIC RISER 4 SCH. 40 PVC FILTER FABRIC t ,'' ++µt ' � ;° 4" SCH. 40 P.V.C. ACCESS PORT MAX. 10 MIN, Prepared For. + - X 12.Ot 3s s MIN. S 2.00 q: , y.,.n. :£ , t:;, ., a '� » FIRST 2 -sET LEVEL w 936 SEA VIEW REALTY TRUST (15t L.F. from MOUSE) LIQUID LEVEL 4 SCH... :�: ;:� ,:�'� •. .,.� x �, � " " = 40 P.V.C. TOP z 4 SCH. 40 P.V.C. a i `, PRIMARY RESERVE\ PRIMARY re RESERVE`, _ 10 MIN. _ 10.40 FILTER FABRIC PRIMARY RESERVE MAIN HOUSE INV. HOUSE= 1 30 INVS.=10.95 S-1.009 �, � �} 1 - MIN. - E PROPOSED � . S=1.00X MIN. --- INV. - 9.97 � #936 SEA VIEW AVENUE -34.5"--� EJECTOR PUM A100 -�� MAP 91 PARCEL 4 34.5" 34.5" 34.5" 34.5" 34.5" 34.5" 34.5" 34.5" 34.5" 34.5"- CELLAR 4' MIN. ZABEL FILTER INV•= 10.70 FLOOR=4.5t (SEE DETAIL) W/SUPPORT LEG ►NV.=-10.10 BOT.= 9.07 ARC 36 HIGH CAPACITY FILL MATERIAL PER BOT. FOOTING=3.3t (SEE MANE. INST.) INV.= 10.27 INV.= 9.97 r;pl e: Sheet: CHAMBER (TYP.) 310-CMR 15.255 OR 0.. 00, 0.. 01. 0.. 0., 0.. oo, o.. 0., 0.. 00, 0.. 0q. 0,. RIL 9, 2013 APPROVED NATIVE / / PROPOSED SOIL ABSORPTION SYSTEM BACKFILL MATERIAL \,,\,/\��\,/\,/\,/\,/\��\,/�\��\��\,/�\��\,/�\,/�\,/�\��\! PROPOSED DISTRIBUTION BOX PRE-CAST WATERTIGHT (3) - 46.2' LONG AGGREGATE FREE TRENCHES Drawn By. Checked By. 1 of 1 NOTES PROPOSED 2000 GALLON PRE-CAST H-20 LOADING (27) '.ARC 36 HIGH-CAPACITY .CHAMBERS 6" COMPACTED STONE » and 3 SIDEPORT COUPLERS RMM BEI DFB SEPTIC TANK-WATERTIGHT (MONOLITHIC) 12 MIN. INSIDE DIM. O 5 MIN• (1) ALL SYSTEM COMPNENTS TO BE MARKED WITH BASE ON COMPACTED (H-20 LOADING) CC n H-10 LOADING, H-20 IF SUBJECT TO TRAFFIC 6 MIN. SUMP ARC 3V High-Capacity Chambers MAGNETIC MARKING TAPE. SUBGRADE (TYP.) Job No.: Scale: Drawing Name: Trench Configuration Cross-Section (2) ALL SYSTEM COMPONENTS TO BE WITHIN 36" OF TANK TO BE EMBOSSED WITH t GROUND WATER ® EL 785-01 1" = .3 0' 936 sea View Ave-Site-Rev3.dwg FINISHED GRADE. SXstem Pr01Ile ASTM STANDARD C 1227-93 SEAL DAMP 0 3.0f NOT TO SCALE NOT TO SCALE S:I Autocod Drowings I Barnstoble I Sec View Avenue I936 Sea View Avenue 1936 Sea View Ave-Site-Rev.3 dwg