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0048 HILLSIDE DRIVE - Health
48 Hillside Drive Centerville A= 193 - 051 /// SMEAD No.H163OR UPC 10259 smead.com • Made in USA g 'Y TOWN OF BARNSTABLE LOCAT ON -LIP- 1>7;,-� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 1�o r./5��� 4� ��/ 2—'�/© SEPTIC TANK CAPACITY f 71n!2 LEACHING FACILITY: (type) Jc 51 CF4A1"b'f--'f (size) of L5aV Z � NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: /01 as J C06 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of le hi ng facility Feet Furnished by � r � o No. `�� 9 Fee ®� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zlppl CatiOn for �hgpo5al �&p5tem Construction Permit ��4Application for a Permit to Construct( ) Repair 0() Upgrade( ) Abandon( ) ❑Complete System J9 Individual Components Location Address or Lot No. y s' kj((S t J�A 17✓ Owner's Name,Address,and Tel.No. M4,--( O CGvrn2 // Assessor'sMap/Parcel �C/3051 of 31-A q-7 Installer's Name,Address,and Tel.No. 80U 5A e(d ��� '�( Designer's Name,Address and Tel.No. 17g�. Q/t u - 3o k &6,} eaf7 SA-AD.dkol 5bk Fff Z610 k33 Z 177 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 D gpd Design flow provided .7D gpd Plan Date Number of sheets Revision Date fl 6 ev.Q_ Title Size of Septic Tank -2 X .S /O o O Type of S.A.S. 3) 3o 5o Description of Soil leQ-P 1 A-vi Nature of Repairs or Alterations(Answer when applicable) ..p(4— - jE4�,U_A L e,,-L(N Q t? Date last inspected: 10—6(o Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed 3, 4 Date ,a 'Z( --b(0 Application Approved by Date Application Disapproved by: Date for the following reasons ~ Permit No. J Date Issued ,: / No. - «4 Fee �Q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes ZIpprtcatton for �hgpogal 6p.5tem Cowaructton Permit Application for a Permit to Construct( Repair Sf O Upgrade( Abandon( ) ❑ Complete System XIndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. /k4,,,l Assessor's Map/Parcel: 3 6 5-1 d, Y-7 9 y Installer's Name,Address,and Tel.No. 8 oU 5 Fj 2(j SA j,4-A'L( Designer's Name,Address and Tel.No. Dg(. 3oaC <06� �ctd'< Sani�i�vcG, 4 Sdn�.v�.ai �Z563 Sod !rd'� 2ol v �33 71-7-7 Type of Building: 2 Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder ( ) Other ',Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided gpd Plan Date Number of sheets ( Revision Date Q Title Size of Septic Tank -e X , 5 'l /0 0 0 Type of S.A.S. 3) 3 o 5 o C k a M he r.r Description of Soil SQ12. P 14 ei i r , Nature of Repairs or Alterations(Answer when applicable) Z-c p (-e of, C Date last inspected: la-Gt7 Agreement: = The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in ,accordance'with the provisions of Title 5 of the Environmental Code and not to place the system in operation_until a Certificate of Compliance has been issued by this Board of Health. Signed ,. y r/ �, �„ Date (a -a_,( —0(0 Application Approved by� ��/�� Date q b Application Disapproved by: • a � �. Date I` for the following reasons Permit No. & Date Issued 1-a-171, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance f THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ,(') Upgraded ( ) ` Abandoned( )by 130 v S,�e SA-✓1 (kA rCr S-e/c/t c-C 1 At C .,y at (- (( S 1 P l�.��aR- �'4/I jl�e rvi 11 e. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �P dated / Installer 13 U�S f=t ((4 Designer Dig C -en U% #bedrooms Approved design flow gpd The issuance of this permit shall not be co,strued as a guarantee that the systemawi"mil f nctio�n `—s�Jesigned. Date 1 r�i— Inspector -----------�j- 1------------------------------- No. Ti `J`-' Fee 0 O^ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=t,5po!5al *p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( X) Upgrade ( ) Abandon ( ) i System located at Q It, 1� e 0,-rue Ce A le✓vt ((,g and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction mu7tiecomp fetedwithin three years of the date of this permit. j/'Date ( (/7 Approved by 1 ' Town of Barnstable' Regulatory Services Thomas F.Geiler,Director sA`$N3l1t,BLE, a Public Health Division i�4' amp FFQ a Thomas McKean,Director 200 Main Street,Hyannis,NIA 02601 Office:.508-862-4644_ Fax: 508-790-6304 Installer &Designer Certif cation Form Date: Designer: ��4 'l�'1 N� Installe • 1� � r. Address: . IF�P�TAlld Address. �d• 1�)DX W09 CVqg5ID�LZ_I MIA 200J, '?WI a% "`H . was issued a permit to install a (date) (installer) septic system aAb HILL6J9& . . a_gTFW UX,based on a design drawn by •�-� (address) T AY 1 ✓ 13 Ml�-I dated� � (designer) _ I certify that the septic system reference d above was installed substamtiaall�according to R , e design, which may include minor approved changes such as lat al%eloea- of the cstribution box and/or septic tank. I certi#Y.. t the septic system referenced above was installed`with ma'or,char es> ,� `— I g � , VZ greater ffi�n.10 lateral relocation of the SAS or any vertipal relocation of auy;comport t of the:septi � tem)but in accordance_with State &Lo'c91Regeilations. Plan revisioxx or certified as-bt"by designer to follow. �i3��K OF AS . r o� , DA1/ID �y 1 4: (Inst s ignature) B.. �? NO tU66 :v ce. sA41TARP (Design 's Signature} (Aftx ,,`e' 'iner'stauip Mere) PLEASE RETURN TO B' STABLE PUBLIC-HEALTH DM. SION CF. ....I:CATE OF COMPLIANCE WILL' NO'T BE ISSUED III. BOT$ THIS FORM AND BUILT CA"ARE RECFWVM BY THE RARN&TABLE PUBLIC,HEAL7['B OT ISI®I`l THANK YOU ' Q:Health/Septic/Designer Certification Form. FROM :down cape engineering inc FAX NO. :15083629880 Dec. 18 2006 09:19AM P1 e Town of Barnstable 1 Q . Regulatory Services ate = Thomas F. Geiler,Director aA Public Health Division a634 Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 509-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel Ian U/ Designer: �v W e LvNA i hJ,+_,o Installer: Address: �� ( o,i Address: On was issued a permit to install a (date) r� (insta)]er) septic system at / � . M+ j� basted on a design drawn by (address) dated (des er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify That the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF Qti.y e ARNE H S (Installer's Signature) OJALA CIVIL No. 30792 0 o Q 0'e �G� 'F-' STE a4 ENt � (Desig er's , re (Affix Desi ,tam.P here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. 'rH.ANK YOU Q:fiealth/Septic/Designer C:enification Form 3-26-04.doc I Town of Barnstable ti Regulatory Services Thomas F. Geiler,Director 9� ,6 . • Public Health Division '°rEn Moir s Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 January 10 2007 Ms Mary O'Connell 48 Hillside Drive Centerville,MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5-- The septic system owned by you located at 48 Hillside Drivel Centerville, MA was - last inspected October 1It" 2006 by Patrick M. O'Connell a certified septic inspector - - for the State of Massachusetts. The inspection of your septic system showed that your system"Fails"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: - System is in hydraulic failure You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this-reminder,-please feel free to contact the-Barnstable Health Department. BARNSTABLE HEALT DEPARTMENT Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health 1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION t `W I ' yev TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM vj PART A �� CERTIFICATION Property Address: 48 Hillside Drive Centerville MA 02632 Owner's Name: Mary O'Connell Owner's Address: Same Date of Inspection: October 11,2006 Job#06-293 Name of Inspector: PATRICK M.O'CONNELL = " } Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 C7j { , CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the informatio reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based o my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Mil Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority = PA hl" :c X Fails Inspector's.Signature: im Date: 10/11/06 51NSi �G,•.,; , The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Heaf1!hi'-&4 f muo� 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. Notes and Comments: Leaching pit in hydraulic failure.Septic tank is-structurally sound and can be used with a new leaching system. ****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. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 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. Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined"please explain. The septic tank is metal and over 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: Page 3 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is 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 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 ' OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X_ 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 waters due to an overloaded or clogged SAS or cesspool _X_ Static liquid level in the distribution box above outlet 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_day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. _X— 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. _X_ 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _No_(Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. 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• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is 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: Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 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 _X_ 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? _X_ Have large volumes of water been introduced to the system recently or as part of this inspection _X 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? _X _ 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: Yes no _ _X_ Existing information. For example,a plan at the Board of Health. _X_ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)j Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents:2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Two years total: 231,000 gal.=316 gpd. Sump pump(yes or no): No Last date of occupancy: Currently Occupied CO MMERCIAL/IN D U STRIA L Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: Tank has never been pumped. Source of information: Owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: 1994 Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) • Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 BUILDING SEWER: XX (locate on site plan) Depth below grade: 1' Materials of construction:_cast iron _X_40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 6" Material of construction:_X_concrete_metal_fiberglass polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 10.5'long x 5.8'wide—1500 gal. Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle: 28" . Scum thickness: 3" 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: 10" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Tees are intact and liquid level is at bottom of outlet invert.Tank is structurally sound. GREASE TRAP: No (locate on site plan) Depth below grade:_ Material of construction:_concrete_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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8ofII OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 TIGHT or HOLDING TANK: No (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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" 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.): Some solids observed,no hieh stains. PUMP CHAMBER: No (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): . Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) • Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell • Date of Inspection: October 11,2006 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type _X_leaching pits,number: One 6x6 pit. _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.): Leaching pit previously full to top,observed solids and paper deposits above inlet invert. CESSPOOLS: No (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: No (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.): Page 10 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) • Property.Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. Hillside Drive Water Service 37 31 27 35 2 25 Page 11 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 48 Hillside Drive,Centerville Owner: Mary O'Connell Date of Inspection: October 11,2006 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked,date of design plan reviewed: Observed site(abutting property/observation hole within ISO feet of SAS) _Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: A perc test will be performed prior to repair to determine groundwater elevation. TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOTZV "�1 GQ SEPTIC TANK CAPACITY LEACHING FACILrrY: (type) ¢,.. ` (size) NO. OF BEDROOMS 3 V 1 BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: V Separation Distance Between they Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Town of Barnstable P# 4J 5 Department of Regulatory Services MAM&AMSTABL& Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled Time / Fee Pd. Soil Suitability Assessment for Sewage Dis o "al Performed By: � Witnessed By: 4ft/� 7 LOCATION& GENERAL INFORMATION /s Location Address i///J,/ f�-9f'I w� �i�I(�� Owner's Name /I'�l�l/t� l��C�o'"'p�� F ev v' Address S 2 Assessor's Map/Parcel." 11j ,,q b G �c> `(/ � Engineer's Name �4 (9f'4sON, NEW CONSTRUCTION REPAIR Telephone# 33 a 7 -7 Land Use Slopes(3b) Surface Stones Distances from: Open Water Body R. 'Possible Wet Area . ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands t`n proximity to holes) 14 2 Parent material(geologic) Depth to Bedrock l Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DE E NATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles: Depth to weeping from side of obs.hole: Index Well# in: Groundwater AdJuglment . Reading Date: Index Well level A41,factor R .a Adj.Groundwater level PERCOLATION TEST >n�te �,,,�Observation /� Hole# 1 Time at 9" Depth of Perc . Time at 6" Start Pre-soak Time @ Time(9"-60#) End Pre-soak - Rate Min./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 Conset'va'tion Division at least one(1)week prior to beginning. Q:kSEPfIC1PERCFORM.DOC I DEEP.OBSERVATIONROLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) ,. (Munsell) Mottling (Structure,Stones;Boulders. n isten ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi e %Gravel) lhJ b W � I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Con i ten Flood Insurance Rate Map: Above 500 year flood boundary No_/fYcs Within 500 year boundary No_ Yes Within 100 year flood boundary No Yes . Depth of Naturally Occurring:Pervious Material Does at least four feet of naturally occurring pervWouer'al exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of aturally occurring pervious material? Certification , i I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was perfo d 7bye consistent with . the required training,exper e d rience described in 310 CMR 15.017. Signatur Date v� Q:\.SBPTlC&ERCFORM.DOC Oo No.. j Fizz...Wc............. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ------. . IVtVa�.............. ------------------------------------- Appliration for Bhipoii al Works Tomitrnrtinn ranfit Application is hereby made for. a Permit to Construct ( Repair ( ) an Individual Sewage Disposal System at: o -/� cation- ddres r Lot i N : ...................... J� a _ ... lit ........... W � fOwneraC��r� i ddres -�P'[5[ 1J�------- Installer Address Q Type of Building Size Lot.......�� q. feet .,. U Dwelling—No. of Bedrooms............._......................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) Cafeteria ( ) Otherfixturr -•-••••••-•••--•--------•------•-•-•-----••-••••••-•---•••----•-•-••••...-••••-••-•---------•--•-•--•••-------•-••------•. W Design Flow.................S..j_._......._._....._..gallons per person per day. Total daily flow---_---•-----__--_____.__.__. ....gallons. WSeptic Tank—Liquid capacity/19,00galions Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..._.__......_ C� Total leaching area....................sq. ft. Seepage Pit No............I------ Diameter......./ _.. . Depth below inlet_....6.`...... Total leaching area...Z4le...sq. ft. Z Other Distribution box (+/f Dosing tank ( ) `-' Percolation Test Results Performed by:---__--_�5AXMV,._9 j .,ate.............. Date....... Test Pit No. 1.......Z- ._minutes per inch Depth of Test Pit....... Q...... Depth to ground water-----MT:7,.!............ L=, Test Pit No. 2......�^._niinutes per inch Depth of Test Pit......._//-_____-• Depth to ground water---:—'-----•----___- -------------------------------- ------. ..... --•---------•---- O Description of Soil----=------------------0..,.2-----& ....r•-- ® -......--------••---•--•-•--- W S-A ..--•••••-••----------------••---••------------------=--------------------------•----••••-•------------------•-•-------------------•---------•••-------------•••-•••••-•••••••...----••--•--...-----.... U Nature of Repairs or Alterations—Answer when applicable____________________________________________________________________________________•-----•-_-. •-- --•-------- -•-•----------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersig urther re not to the system in operation until a Certificate of Compliance h n issued by the boa o healt Signed ......... ........... o--- ................... -----=`--- Approved B e ............... . ......1- ...D lication Aail 0 PP y ........... ... ... ... re Disapprovedfor the following reaso ' ..............................................-----------.-..------------------------------- ........................................ Date ...-.... Issued.-- ...... -- ---- .----_-------- --Dale V V 0- No.... 3, FRic...t.92.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............140.W.J _........... ....................................... Appliration for Di-qVasal Works Tomitrurtion Prrmit Application is hereby made for a Permit to Construct Zor Repair an Individual Sewage Disposal System at: ..................... L-6nn.c. _E.........C_- 2 1( ..... .... .............. ..17.5........ .. Ltion res g14 7 C r Et - 141KC1 --.Ir;v ...................... ........................ -------------- ..........u1ce..... -Oil jU.dress ----------------------. . .... ........ Installer Address----------------------- --------- PQ % U 1� Type of Building Size Lot.._...d "A.7—sq. feet Dwelling—No. of Bedrooms................ ----------------------Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons.........._._..__._.._...... Showers Cafeteria Otherfixtures ......................... .................................................................................... ------*......5;-�-------------------- Design Flow................ ........__........._.gallons per person per day. Total daily flow.............-------------W ---- ....gallons. ---------- Septic Tank—Liquid capacity/OZ20.gallons Length................ Width..............._ Diameter---_--__--__-.-- Depth.__..._..._..... Disposal Trench—No. .................... Width.............__..... Total Length_......_.._.. Total leaching area....................sq. f t. Seepage Pit No------------/_.... Diameter-------A2_". Depth below inlet..... . Total leaching area...4� ....sq. ft. Z Other Distribution box Dosing tank Percolation Test Results Performed by---------- 1AIr................ Date_.... -1-1 -------- . Test Pit No. I-----:Zf!!'_minutes per inch Depth of Test Pit______- ....... Depth to ground water.....:-r�............ 4.4 Test Pit No. 2......::?n.-minutes per inch Depth of Test Pit....... -------- Depth to ground water.----................ 1:4 ................................t 0 9 W............. ...................................................................................... Description of Soil.......................0... .............e.n�!..... ...::- �4 ...... ............................ ....................*------------- ....................................................... 5-0-- ...................................... U ......... ------S. -',c)--------------- W ------------------------------------ ................................................................................................................................................................. U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further ag s not to place the system in operation until a Certificate of Compliance en issued by th o d ealt Signed ....... ----- ...... ---- -- . -------- ...... -- -------- ...... e Application Approved By ..... ....... --- ------ - - -- ----------- ✓ .......... .. Application Disapproved for the following reasoV.................................. ............-------------------------------------------------------------- .................. ..............................................;n..... - ------------7 ................................................................................ ...... ------ ......................... lrr ---------- Date Permit .1.1............ ... ...... No- ----- ...... Issued ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD Cf HEALTH -------------kat�......... OF ........... ............................. Gertifirate of Tompliance _TLU�r IS CE 4, &L; tR That the Individual Sewage Disposal to ons c ed epaired by............ ....... .. - -- -------- ------ ---------- - --------- # ......V. .. ...... .... .. -- ---------- --------------------------------------------- at ---------k*...... ---i4l(----5.dk"' ---- - --- ---- --- ....... .......... .,Tr�� brw_ ............ .............................................................................................. has been installed in accordance with the provisions of TITLE 5,qf The St Fln ' I Code as described in L!menta the application for Disposal Works Construction Permit No.- ------- ----w�_ U.,... dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST UED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................. ----!-,---1--7--------- Inspector ....................... lc Y------------------------ ----------1___']6_j--------------------------- ------- THE COMMONWEALTH OF MASSACHUSETTS BOARD ,(?F HEALTH o..q,.3--.70v�............... 4) ......OF............01Z .....n..64 ......................... N ...... FEE.................. .... Permission is hereby granted-----------I ., .........0A. ............ ..............*•..... .&4?... to Construct is hereby g R Individual Sew we D' al S t 'T At..�"Wclv&........cK 1. "o' . ........ _4+...................................... at No.......V 1.41PL-VtTIV.......K. ....... Street I? as shown on the application for Disposal Works':'Construction Permit No. .___. ---- ated.......................................... ......................................................................................................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 1=at�ilLY ' $E' ivc 51r4 IL Ida 1 vAzaAr.E 'PAI L'-( FLOW :SX l l i7 5EP1'lc TatJIL 3 �C15�l ,0s'6 l ooa GAC. . ., . 1)1SS 54 PIT r �_.... (- 1 Ott 6AG/`L ST�� E W4U_ AWeA - T BoT'i'oM APA'= 8 aTs . .TIJT7aL t 516JJ -TrAL VA►L� A'(E ;u 2nnr�l o2t. 5 - OF - I AICHARO o n A. PETER tiN 9AXTeR . c SULLIVAN a rro 24049 <' i NO. 29733 . c �+At I `l-ts r, ' Fd= ri t r TF� t a �ohtiu �� - DKrc.4;4 Irl GAl Nt , i j 1 �/Z a 5 .,r.Q SST f I �41Y) s�EQc[:e 14-2 ` , -55 (AP I�3 ;Pad. 51232 Zoe RL 2a 1►v' r n /D l�l I. LZ ,�t o spa .. Lo IDt1LCiJ' /lc . i r', - wa i ' adz P-3i o lvr I3 444 4Li5;-' rl QERO,1 • : . � - -"CsCiFy: T*T TKE �o•vuoQ�-rOx�: , . ,.; �. �� .. 15taow N N�EoN Cotit�� S �rCµ 't�1 .. 5l'p Eli iJPr. : . � � ! QEQ, •;p� ;'�{�:.�D�fN.•off "�PrL�''T�8 _ �. �` P. w �z.oi�l 7 G.hqI 1S AX't i NYE INC: I. , l5=Not" :BAtiED a.1 tiN � �' �:A1Jv: St�Pvyc�s ' a►JD 1�14'1Y-0WlE�1'i' r►v L ue Pty ' U ue5 ' APPLICANT' s •,,�� ,�,"` _. �i,:ia�iJb y���1/tGC. lug` I � (oG•----III\ ��� _q ��1 \\�k �`` - _... 1 \ tie J \ 1 \ N , \ jli OF r���s „ • 1�j \ �� PETER SULL!1!AN \ NO. 29733 Ess��A LENS'\� OF RICHARD c4 A. BAXTER �+ No.w4a TOWN OF. BARNSTABLE LOCATION Ltd} 2,44} Zip 44514 Oc=ve SEWAGE #q �70'Z VILLAGE CQv 1"t X1"f ASSESSOR'S MAP & LOT lQ ,3- INSTALLER'S NAME & PHONE NO. '� C�Sc�I ���' 109 0 SEPTIC TANK CAPACITY � �� �� �IQ�►°S LEACHING FACILITY:(type) L&40� Q J (size) 11 0®01J^JIA4S NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER 1 �. BUILDER OR OWNER QGfy' a t 9faRc(4 it s �7I-0003 DATE PERMIT ISSUED: c6 7 9 DATE COMPLIANCE ISSUED: 1 I o VARIANCE GRANTED: Yes No 1� s ri f. i it ��yy p t s TV D -'— --— Ti UCBR/I - — � BD 113 6� -NEWS --RE-BUILD — S /G SHINGLES{ --.GOOF- —ASPHALT ROOFING - E-BU LD _ _—--- -- NEW -- P. IX8/IX3 p - --- Nay 1gIM r AKE BRDS. I� �i � - I � ;!j��.•`- � i IIII �� ��; I j-��. I !��I �' LFX_LST- _f1In - II'I !'; I I'��iIIIV illl EXIS TING I I'll . I ,_ EXISTING LEFT ELEVATION FRONT ELEVATION 12\` —---- E-BUILB F VONEw,- —_ —ROO ILD= ASPHALT ROOFING- _--_ E-BUILD_ r_- =ROOF - - -- Rl" I I , I � �� ASEIII, ' t'- I'1 i NEW fAKE.. �. ill II' 1 `'' Ili LiUALL' _ TYP. IXB/X3 SHINGLES IIII !I--+-L--� _ AKE BRDS. Tf Y4 STYP. IX5/IX4 , I ` /C SHINGLF-SiCNR.BRDS. i EXISTING I I�lil ,r ; ® ElI EXISTING 'i(l "Ellill-11111M I, ll �I .? REAR ELEVATION w` 9 RIGPT ELEVATION z DATE -REVISION DRAWN BY PAGE SCALE w WHALEN RESTORATION SNIELDS.RESIDENCE WI REPAIR FIRE DAMACsE, ' 6-06-09 » JB OF /gns 9 SERVICES INC. $ 48 I It ShDE DRIVE W — --__ -- CENTER V ILLE MA. PURCHAgE OF DRAWINGS EAVEO PURCHgBER RE6PONBIBLE FOR COMFLIAHCE WITH ALL x ExACt S2E AND REMFORCEMENT OF ALL CONCRETE FOOTING6 9)ALL OOTINGO d Kl EN END BE OW ROOTLINE vER FY DEPiH m F 'LOCK&IILDING CODE-AND ORDINANCE-.JB DE61GN9 MAY NOT BE HELD RESPON6IBLE M T BE DETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE I VERIFY 6MCTIRAL ELEMENT-FOR DEIGN.612E r.0.IL1H Y• MAW 4K�/ 4 — O� FOR 61TE CONDITIONS OR FOR THE U6E OF THESE DRAWING9�pyRING CON6TRUCTION. PRALTICE OF CO VftCT—VERIFY DE61GN WITH LOCK ENGINEER. WITH LOCAL ENGINEER AND EUILDING OFF CIgl6. :811 eARNefABLF lLL O]I8I z I f 1 I NOTE:VERIF7 ALL WINDOW R-0, •--- ---------------- ----------- F BEFORE ORDERING. EXISTING WALLS :: ______________________________-TW2432 TW2432 �q REBUILD WALLS v I EXISTING PLAYROOM 4 TW24 4 431 I I 1 1 • TW24310 TW2 310 ____ ___ ____ __ TW24310 310 ia� 2 iW2 O L.J ---- -__ = hx EXISTING .. .d•.o' cv' I I :-___-__, .___-_ S UTILITY QI ,ap ROOM I IL W U EXISTING I 6.0 x m m ED EXISTING EXISTING H e r BEDROOM BEDROOM IX O - - --- ------------------------------- -'---- --------- - ----- ------- -- - a ` II 4 �-- �------' _ CEILING LINE m --- ---- ° EXISTING FOUNDATION -PLAN _ -EXISTING --• Q EXISTING <-;-2X8 C.J,4— 2X9 C.J. 0 16"O.C; o I6"O.G. STORAGE - NEW --- INC' L11 — EA 1� AREA AREA $ TW2442 EXIS T C-c IN .-SECOND 1 _ ,.._. -0"FLOOR PLAN ram'=- a 36' EXISTING - - - EXTERIOR DECK .- TW2432 APROX, APROX. 18'-91y" APROX, IO'-114" e' .. O TW2432 .-___ FWG6068R _ --- -- - -- - - ----- -_ - ® ® ---=-----==------------------------ - _ - - -1 _ h== - - v BATH EXISTING REPLACE EXISTING JOIST EXISTING DINING - WITH NEW 21x$e 16"O.G, KITCHEN EXISTING � it �I(��'ll ,..• '1 �� p - EXISTING 11 Q -EXISTING 12' GARAGE Ia•4 -6" '°� ,' RI EPLACI E EXISTINGi 3-2X I0•e jc HALLWAY 11C `" CGIRD BELOW) -------------- -------------- '• "�F __ __O/MJ--------- ------------ -------------- EXISTING ._ EXISTING LIVING REPLACE EXISTING J015T BEDROOM WITH NEW 2X8'e o I6"O,G, Q TW2446 TW2446 G445 BOW .. ,_______ ________________________________ 9 ' _ _a .±��_�__ } EXISTING 4 NEW FIRST FLOOR FRAMING PLAN EXISTING FIRST FLOOR PLAN ' N Z DATE REVISION DRAWN BY PAGE SCALE w SHIELDS RESIDENCE �I REPAIR FIRE DAMAGE, �/ f;' es1gns WHALEN RESTORATION r "W 6-06-09 • JB •�oF� va".r o" 9 SERVICES INC. $ 48 HILLSIDE DRIVE , •Q �j (IJ FNRCNdDE OF DRAWINGe LEAVED WRCugOER RF9PON01BLE FOR LOM•F'L,AWCE WITH ALL O)ENACT 012E AND REINFORCEMENT OF ALL CONCRETE FOOTINGS !0)diL FOOTINGO BHAIL EXTEND BELOW iROetIINE VERIFY DEPTH. m CENTER V ILLE MA. .1- I LOCAL BUILDING CODED AND ORDINANCfiO,A DEDIGNe rygY NOt BE NELD RE.9PON&BLE MUB!BE DETERMINED BY LOCAL ROIL GONDITIOND dND ACCEPTgpLE f41 VERIFY DTRULTURAL ELEMENte FOR DED.GN•DIZE r.O�,..sn• f 4�•�� n ZO FOR DITE LONDIt10ND OR Fpx THE IIBfi OF iHEDE DRgypN�WR,w LONOTRNLTION. pRACTICE6 OF CONeiR11CT10N.VERIFY DEDKaN UNTH LOCAL ENGINEER. , .. W11H LOCAL ENGINEER dND ENllLDING OFFKIALD. --- -- --- --- --- --- --- --- --- -- M NEW — — — RIDGE VENT 2XI2 RIDGE NEW (I I I I l lil 2XIO RAFTERS o 16'O.C. _j , I II ol a 1&PLY.SHEATHING - m �-- I I I I III I ( I I i NEW ISe ASPHALT PAPER NEW NEW I I NEW RIDGE VENT ASPHALT SHINGLES 2XIObsfr.,O.C. 2XI0'e a I6"O,C. 2X8 RAFTERS o ib"O,G. 1/2"PLY,SHEATHING 2X'0 RIDGE .° I I I5e A6PHALT PAPER I I I 1 ASPHALT SHINGLES , I 2X12 RIDGE NEW 3.2X10'6� R30 IN5UL. - O II I o 2X12 RIDGE I o I rI I I,I NEW 2X8'e o 16"O.C. IX3 STRAPPING ® € O' 10 O' _ 1/2"WALLBOARD v I i I I II n r r r m ppp Q I J 1 ti I' !EXISTING WALL) f /'' EXISTING NEW 1/2"WALLBOARD m 1 I 11'OQ„1 m I I m II'V�iA m I I I� SECOND FLOOR I EXISTING 2X6'e NEW I I -'! III - EXISTING INSULATIONNEW RIJ /2 PLY..SHEATHING !) I �., e—2XI0'e o I6"O.G. ,dW i - W I y'. I ---�-- I 2 a+ �XI;tJING 2X@Q.o 16 Q,� TYVEK WRAP OR EQUAL I I I I I I EXISTING SIDING ;t0"OC O 2XIO'e I6"O.C. "#,' .,yr.q=4 .D ��9- '� I I EXISTING 6, • •,�{�� 1 a v FIRST-FLOOR m m I �m m� I Ili X _€XISTING 2X8 NEW ROOF FRAMING PLAN EXISTING BASEMENT i ij. ,.,_,: ...,.,... �.....,- ,..>... :..,....,..-z... ....�.ma.r._ ....,-ram. � .:.�_._ .. .. .. .. ...... . . .,, _ - / .. ....... r _ .. .,, ,. ..., ,....., ,-..-.-_ .,__... ,. _.•.,.._., NEW NEW CROSS SECTION (B) RIDGE VENT 2XI0 RAFTERS o W.-O,G. ' 2XI2 RIDGE 1/2"PLY,SHEATHING -NEW Ise ASPHALT PAPER - 2X 10 RAFTERS o 16"O.C_ ASPHALT SHINGLES 1/2"PLY.-SHEATHING W ASPHALT PAPER v - ASPHALT SHINGLES 1-7 R30 INSUL. ASPHALT ROOFING APROX. II'-9.' APROX, 13'-515" APROX. 10'-lk" IX3 STRAPPING NEW --_=f=-} I 1/2"WALLBOARD 6 1/2"WALLBOARD 15e ASPHALT PAPER `'`"'"'" - - --_`- 2X6'e�16"O.G. Ir _ 1/2"SHEATHING EXISTING „, R19 INSULATION 1/2"PLY,SHEATHING TYP.H2.5A TIES EXISTING PLYWOOD EDGE TYVEK WRAP OR EQUAL - SIDING .; DRIP - WNW -�`- - 5"GUTTER REPLACE EXISTING JOIST WITH NEW 2XB'e o 16"O.C. -EXISTING 2X8'e m 16"O.C, :: IX8 FACIA ::::__::=:=r eI EXISTING , IX SOFFIT I .:.:.:...:.:.::�[-� :: ...._ 2- ML VENT Y :� :• :, r'/1� /T. GARAGE `I-3/a""BED DG, 'x \ DENTAL MLDG. ` NOTCH FRIEZE TO RECEIVE SIDING. AGE EXISTING - EPL G JOIST WITH NEW 2X8'e o 16"O.G, I CROSS SECTION (A) �AV EAVEDETAILS ,. :: :: .. ,: .-------------__-::..::.. ...::.:..--:.-_----=---=--'-=------::. EXISTING 4 NEW SECOND FLOOR FRAMING PLAN WHALEN RESTORATION o ` j w) DATE REVISION DRAWN BY PAGE SHIELDS RESIDENCE REPAIR FIRE DAMAGE, SCALE 9 SERVICES INC, p 48 HILLSIDE DRIVE a 6-06-09 M JB per' oF� va"•Io' JB ,D�319'nS Q W N PURCHASE OF pRAWMG.LPAVEp PURL-M RESPONSIBLE FOR COMPLIANCE WIT.ALL !L EXACi.12E AND REINFORCEHENT OF ALL CONCRETE FOOTING. !e>ALL FOOTINGS SHALL EXTEND BELOW FROWLINE VEA PY DEF'TN. - m m CENTER V ILLE MA. �) OLA BWLDING CODE6 AND ORDINANCE.,'DE61GN.ry Y NOT BE HELD RESPON910LE -.T BE DETER-NIM BY LOCAL 001L CONDITION.AND ACCEPTABLE �l-E--pTRUC—A'ELEt1ENT.FOR DESIGN pISE IG px,e. (n z FOR BITE GONDITIONe OR FOR THE U6E OF TNE6E DRAWINGS pUpiNG CONSTRUCTION. F'RACMIF6 OF CONSTRUCTION.VERIFY DESIGN WTH LOCAL ENGINEER. W1TN LOCAL ENGINEER AND BUILDING OFc1CIAL.. T J,4�I ''S urarawNec�eat ru.oaui I I SHEAR WALL SHEAR SHEAR r, r r,W--A—I_C I IIIII�,—II.I1II1J-;,I'Ii!I!T IIHII I IINI�-GI—!•'I''I 8-%'-'I)I I•!',%I''",I-I,I,�IIII II I'III II II;III. ... . fI.'-:-: _—__S .iI��_''I-i-I!—'--_..i�I iiiIi—II ' -" -qS—u=II'j j ri WR_AA—TI O• a _I.I,-':.A.•�I[ _-_ -R---e--�q_ e_�-d—T--.1---_T-O�1�_—-.—G.--.--..%_.0�-_—)—.)'--,•'.i_IjIl6 I.I,� I`'Ij1I'III _IM.'��•_'II-1IXJ-'LLI3_ ;/F�3��I j�',-6^'1u0I E_I n1"D__EE-..`•R.-.�pII LI,3� \..L��.... !i! - 3 ALL WALL rW LENGTH• 5W RILL HEIGHT SHEATHING- ACTUAL SHEATHING••-% (Min, EDGE NAILING-6O C. FIELD NAILING. L_—._—_— -- — —-—- LLLENGTH• rWALL LENGTH- FULL HEIGHT SHEATHING- I 9 RILL HEIGHT SHEATHING== Ld ACTUAL SHEA TUALRHEA RING"/O�% (Min.Re lred� Ea ATIO•? EDGNANG•�O.C, I EDGE NAILING• O,G. 'F.ELD NAILING• QO.C. ---------.--J FIELD NAILINGF�O.C, L-—-—-—- — J L "X -------------- EXISTING pit FRONT ELEVATION LEFT ELEVATION SHEAR SHEAR WALL 3'-514" SHEAR HEAR SHEAR WALL L WALL REBUIL G _E.— _.R . _r_.II C___.. .—_. --I 9I�L IlIII - — tt3 3,ABLE LLLENGTH•— FULL HEIGHT SHEATHING• LL rWAL LNGTH —_ ACTUAL SHEATHING•. _%LENGTH. RILL HEIGHT SHEATHING FULL HEIGHT SHEATHING. Lo I ACTUAL (Min. Re ulred�L%) SHEATHING-/00ATIO.9.2c ACTUAL SHEATHING•% (Min.Required-LL%) EDGE NAILING• -O.G. +I' I ING•- O.G4«�.I �'��I ^r�� II iIlIi �Aj mk� 1II 1i3� FIELD ''N A�II�L,"INt.�'�Ge•�I• �Oi:ll�.�C,(Min.Requed L.----- - I r�!•iII` J ED NAIL F LFELD NAIL GE NAILING C EDGE, IELD NAILING•_�O.C. -- — J L------- - - _jL .......... EXISTING EXISTING L. REAR ELEVATION SHEAR WALL RIGHT ELEVATION z DATE REVISION AGE SCALE } T2K LI DRAWN Ell'WAL 71 F. - W SHIELDS RESIDENCE �I REPAIR FIRE DAMAGE, J� C)e8lgns WHALEN RESTORATION Ir w 6-06-09 « JB •�oF� va'.r-0° a ° 48 HILLSIDE DRIVE Q _ SERVICES INC. I) !Il PURLN40E OF DRAWINGS LEAVES PURCNnOER REBPO - CENTER V ILLS MA. 'u N.IBLE FOR COMMLiANCE WrtH ALL L EXALT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3)ALL FOOTINGS SHALL EXTEND BELOW FRO.T-9 VERIFY DEPTH - m 1- LOCAL BWLDWG CODES AND ORDINANCES,M DESIGNS MAT NOT BE HELD REBPONSI_E MUST BE DE'ERMINED BY LOCAL SOIL CONDITIONS AND nCCEPTASLE ()vER;FY STRUC—AL ELEMENT.FOR DEO N).ZE IO.IAIr A4 - 2I FOR BITE CONDITION.OR FOR THE 118E CF tN.SE DRAWINGS pURING CONSTRUCTION PRACTICE5 OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. •WITH LOCAL ENGINEER AND BUILDING OFFICALS. W-;BARNI)ABI.q Z ny+/ AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MASSACHUSETTS CHECKLIST FOR COMPLIANCE nao GMR 5301.2.1.0 CHECK /(////JgJJ//}/(/n J/�J ///�COMPLIANCE (�) 11 /l //I.1 SCOPE 9 INS ZONE WIND SPEED(3-sm GUST)--------------------------------------------------------------------------IIO MPH ✓ , _. .. - - : ' WIND EXPOSURE CATEGORY_______________________________________ _ _____________.B - 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) - �_STORIES<2 STORIES " ROOF PITCH. _ _ __ _____ _____ _ ____ ___.(FIG 2) _______________ ____ ____________ _ (12:12 JOINT DESCRIPTION BOXBNAILB - �/;�•.��- JO ESCRIPT coMMON NAIL ACING MEAN ROOF HEIGHT______ __________ __________-(FIG 2) ._______ ___ _____ ___ ______________L�`,>a_� R<" _ \\ \ NAIL.D BUILDING WIDTH,W _ ____ ___ _ _____ ___ _ ____ _(FIG 3). ______ _ _ __ __ _ _ ___ _ c-FT<80' SPACING - ROOF FRAMING T,� iYP,FELD NAIL BUILDING LENGTH.L _____________ j __.!RG 3J ___ _______________ _______________2SL FT<BO' - - O.C. - - BLOCKING TO RAFTERS(TOE-NAILED) 2-Bd ]IOd EACH END . BUILDING ASPECT RATIO(L/W).__ _ _ _ ____ __ (FIG 4).______________________ _ _______ __��<3:1 _ COMMON�6° • } > RIM BOARD TO RAFTER(END•NAILEDI }16tl 316d EACH END NOMINAL HEIGHT OF TALLEST OPENING ____ _ _ _.(FIG 4) ___ _______ ___ � <6 B° TYP.1/16'WOOD ••'•'_ - ' . . �• WALL FRAMING - 1.3 FRAMING CONNECTIONS sTRucTURAL pANELs TOP PLATE AT INTERSECTIONS(FACE4JNLBJ) 4 id swtl AT O NTB GENERAL COMPLIANCE WITH FRAMING CONNECTIONS---- (TABLE 2).___________ _____ _ _ ___________. bT11D TO STUD(PAGE-NAILED) 2-16d ]-uw J4'O.O 2.1 FOUNDATION - HEADER TO HEADER(FACE-NAILED) : lid N,d 4'O.C.ALONG EDGER _ - FOUNDATION WALL$MEETING REQUIREMENTS OF 180 CMR 5404,1 I - FLOOR FRAMING n N JOIST CONCRETE _________ _________ _________ _________ ______ __ ____ _____ ______________ _ ________ � � ' I � JOIB O SILt:TOP PLATE OR GIRDER ROE-NAILIDI 4-Btl 4-IOd PER JO18T CONCRETE MASONRY____________ _______________________________________________________________________ N/A- ( TYP.EDGE NAIL SPACING •;>• '• BLOCKING TO JOIST rtOE-NAILED) 2-Sd J-Wd EACH END Bd COMMON b"D-C.J " •� BLOCKING TO BILL OR TOP PLATE ROE-NAILED) }UW 4-W.d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATIONI' ,� -: i -,;,', � LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) }W 4-I6tl EACH JOIST 5/e•ANCHOR BOLTS IMBEDDED OR 5/e•PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY \\i\ \\ \ '> I BAND ON JOIST O SEA,ROE-NAILED! - }ed 3lOd PER JOIST JOIST BOLT SPACING-GENERAL --------------__---------(TABLE 4J------------------.-------------------_IN.L I RAFTER CONNECTIONS - '• '•• •' I O JO S SEA,(TOE-NAILED) 3-16d 4-lod P 1 BOLT SPACING FROM END/JOINT OF PLATE---------(FIG 5).__________________________________IN.<6"42° v(A_ NON- I 11 - I rYp.H2.5 TIES BAND JOIST TO BILL (E TOP PLATE RDE-NAILED! ]-16d }16d PER JOIST BOLT EMBEDMENT-CONCRETE.___________________.(FIG 5)------------------------------------ IN.>1" I-ik - LOADBEARING i I I :af ROOF SHEATHING ______________________BOLT EMBEDMENT-MASONRY (FIG ._____--____________________________5) -IN.>15° "'Mr STUD HEIGHT - -s WOOD STRUCTURAL PANELS PLATE WASHER.__________________________________(FIG 5).__________ -------------------------->3°X31,XV4"�/A I UPLIFT .•' • . LOADBEARING RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Stl IOd 61 EDGE/6'FIELD MAX,WALL s' > RAFTERS OR TRUSSES BRACED OVER I6.O.C. ad ISO 4'EDGE/4'FIELD 3.1 FLOORS ✓ HEGHr 20' n I STUD HEIGHT. GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6•EDGE/6'FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 180 CMR 55.00)--------------------- _ WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6).____________________________________.-FT<12' I I I '1. '.•• MAX.WALL GABLE EMNJDUtALL RE OR RAKE TRUSS ad IOd 6'EDGE/6'FIELD FULL HEIGHT WALL STUDS 4T FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)._______________________ '••••'• _ HEIGHT 10' GABLE TURAL,L RAKE OR RAKE MAXIMUM FLOOR JOIST SETBACKS r I _•,' •' TRUES Bd lod 4'EDGE/4•FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1)------------------------------------- FT(d 1 '" • WJLOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR J016T �,• I I I i, .. CEILING BREATHING - SUPPORTING-LOADBEARING WALLS OR SHEARWALL.(FIG B)-------------------------------------- FT(d_�)t 1 : FLOOR BRACING AT ENDWALLS_----------------------(FIG 9) ______________________________________ 1 I I GYPSUM WALLBOARD 9d COOLERS - Y EDGE/IO•FIELD FLOOR BREATHING TYPE._____________________________(PER lB0 CMR 55.00).____________________________ 1 I _ WALL SHEATHING FLOOR SHEATHING THICKNESS.______------------------(PER ISO CMR 55.00).____________ M �'•••' - J ______t2IN,� ., ., ., rj _ _ FIELD FLOOR SHEATHING FASTENING.______________________.(TABLE Z>��NAILS AT N EDGE/ I FIELD I V • • ,'' WOOD STRUCTURAL PANELS 4.I WALLS ; >, J AND 25/32'FIBERBOARD PANELS ad 3'EDGE/6'FIELD WALL HEIGHT / INN • I/Y GYPSUM WALLBOARD Sd COOLERS Y EDGE 110'FIELD V I I ' ' '•' •'`••••• f ' LOADBEARING WALLS-----------------------------(FIG 10 AND TABLE 5)-----------------------�'E FT<K)' - I ( FLOOR SHEATHING ____________________(FIG 10A TABLE 5)._________________ FT LATERAL NON-LOADACING-G WALLS AND ____�� (2C, ER L i >• WOOD STRUCTURAL PANELS WALL STUD SPACING---------------------------------(FIG 10 AND TABLE 5)------------------ ---IN<24°O.C. - • I'OR LEGS ad )Otl 6'EDGE/IY FIELD WALL STORY OFFSETS-------------------------------MIS I B/._________________________________._FT<d >� I GREATER THAN I' IOtl IOd i•EDGE 16'FIELD 4.2 EXTERIOR WALLS' m1 WALL STUDS - - .. - -- - .. - Tr _ TYP,HORIZONTAL DOUBLE GENERAL NAILING SCHEDULE LOADSEARING WALLS-----------------------------(TABLE 5) _________-___ ZX-95- 2-FT-LIN SHEAR I1 - '.> NAIL EDGE(STAGGERED NAIL NON-LOADBEARING WALLS.______ __ -----------(TABLE 5).______ _.•----------------Zx •�FT�.IN .: >.,.:. 1� PATTERN ad COMMON 'O.C. GABLE END WALL BRACING' I I I' 1 ,... .. .:. FULL HEIGHT ENDWALL STUDS___ __ _ __.(FIG 10).__ __ ______ ___. 4I z_____________ _ _ __ �_ 11! _ TYP 1/I6°.WOOD STRUCTURAL - WSP ATTIC FLOOR LENGTH_________ __ ____________(FIG IU ___ ____ _______ ___________--FT>W/3 - GYPSUM CEILING LENGTH(IF WISP NOT USED).__ ___.(FIG 11) __ ___ - F7>0.9W 1 '�1 I >^ VERTICAL PANEL SHEATHING • 0 6 FT O.C. 1 II.________ __ _ _ __ r fdlll AN 2X4 CONTINUOUS LATERAL BRACE C. FG ) I OR IX3 CEILING FURRING STRIPS a IG SPACING MIN,WITH 2X4 BLOCKING 4 4 FT.SPACING IN END________ _. :' I h AL EDGE NAIL -- - JOIST OR TRUSS SAYS--------------------------------------------------------__ _______________________ I ( 1!, >•.. SPACING(Od COMMON DOUBLE TOP PLATE .. DOUBLE TOP PLATE G SPLICE LENGTH._________ _ _________ _____.(FIG 13 AND TABLE 6). _._.______________ _ AFT N SPLBICE CONNECTION(NO.OF WNd COMMON NAILS) (TABLEE 6)_______ _________ _____ _ ___________ I, > •, - LOADEARING WALL CONNECTIONS TYP FIELD NAIL LATERAL(NO.OF 16D COMMON NAILSJ------------(TABLE 1)-______ ___________________________ rip I I� (I ''--•''• ad GAMMON AAGIN O. &P NON-LOADBEARING WALL CONNECTIONS II ' LATERAL(NO.OF Ibd COMMON NAILS)------------(TABLE B)---------------------------------------_ II ( C. DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE,SJ HEADER$PAN$_____ _ _______ _ _ _ __ (TABLE W)------------------------------ SILL �LJN. �•(/L PLATE 51-ANS.__ __ ____ ____ _ _ -_ (TABLE S) __ ____ ___ ______ _____.}�T 15 N.((I'� FULL HEIGHT STUDS(NO,OF STUDS) ______ ____ (TABLE W) ____ _ __ ____ __ ___________ I 'n - I RILL I NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 'e,•° <,,< > i• _ HEIGHT .. HEADER SPANS.______ ____ __ _ __ _ _.(TABLE 9) ___ _ _ ___ __ _ _ Ff,�IN.<1Y ✓�- n o °6n I > de•.°On�.° STIID Y SILL PLATE SPANS._____ _ ____- ______-__.(TABLE 9).________ ________ __ _____ �}T�JN.<12' 1 , FULL HEIGHT STUDS(NO,OF STUDS) ___.(TABLE 9) _ __ _ --- _ _ --- _ _. _ c•° yyJ ° -- ',°° e e REQUIREMENTS AT EACH END OF HEADER JACK STUD EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMILTANEOUBLI4 d n °d° °d n•°d•• 8 A MINIMUM NUMBER OF ) MINIMUM BUILDING DIMENSION,(W) - ° <C .a> HEADER SAD RJLL+IEIGHT UPLIFT LATERAL WINDOW BILL PLATE ° H P N H ER e n • A n 912E (LBJ (LB.) NOMINAL HEIGHT OF TALLEST OPENING°_________________________________________________________�_<6'B° e ' ° • r ° �'J TUD _ SHEATHING TYPE________________________________MOTE 4)------------------------------------------( - ° 24"O.G.MAX. a 24"O.C,MAX. - S•n 1n do .a d,n• STUD BPACMG, ' 1° STUD SPACING EDGE NAIL SPACING_____________________________(TABLE 10 OR NOTE 4 iF LESS)-------------------_IN. �v g J S.- ° - _ ° ° 1, 2' 2-2X4 1 S 21l 132 FIELD NAIL$PAGING.___________________________.(TABLE 10) .__________________________________-_IN. ° • ° ° • • °• a e• °, • �° ^to• • •°0• 3' 2-2X4 2 41r. 19B $HEAR CONNECTION lNO-OF Ibd COMMON NAILS) (TABLE 10J--------------------------------------_' 'e .°de .°D•n .°d.n d.•. 4 2-2 PERCENT FULL-HEIGHT SHEATH ._______________.(TABLE 10).____________________________________%. •, ° ', ° •,. ,,. ,°. X4 ING 2 554 264 5%ADDITIONL SH AEATHING FOR WALL WITH OPENING>6'0"(DE51GN CONCEPTS)_________________________ °' °••'. °• ° •'c °•'° 5' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) °°'^ do .°d•e .-•° d•e ° NOMINAL HEIGHT OF TALLEST OPENING-._________ S-(6". � � 1 . 6' 2-2X6 3 831 396 "%- (-:------------ ------------ --- -------- ---- ------ a SHEATHING TYPE_______________________________(NOTE 4)------------------------------------------ 5.OQyp 4 T 2-2X8 3 9l0 462 . EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4IF LE99).___________-________IN. J MAXIMUM WALL STUD HEIGHT ,, STUD SPACINCs ,' 8' 2-2X12 3 1,106 52B '° •° $ s de .°de .,d'n.°d'° .°d; p•D ,`d° .`d> .`d'° .°d{, . FIELD NAIL SPACING.____________________________(TABLE IU._______________________________________IN. ,4 •. , &HEAR CONNECTION(NO,OF Ibd COMMON NAILS) (TABLE 11)--------------------------------------- 9' 3-2X10 3 1�41 594 apt• ° • •° •° a °E'L RAFTER CONNECTION AND WALL SHEATHING PERCENT FULL-HEIGH78NEATNING !TABLE IU_______________________________________1L 10' 3-2XI2 4 I,'85 660 '° •°ue d'° .°OA .°dA'.°d• An. `^ °•-•,°OA•. de 514 ADDITIONAL SHEATHING FOR WALL WITH OPENING>&'B (DESIGN CONCEPTS)-------------------------- AND ,I. WALL CLADDING / II 4-2XIO 4 1,524 1"16 ° ° '^• °. 3 XNCHOR PLATE WA$SHER. •e- A ° P. RATED FOR WIND SPEEDI._______________________ °••. °•. ° • "x3 /4" !° s °On 40a °dn AdA °d'e do A. . dA , da 5.1 ROOFS ✓ TABLE S. WALL OPENINGS - HEADERS ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC 5PAN TOOL.SEE S13"WEBBITE) - IN LOADBEARINCs WALLS '° 4dn .°d a ,°d n .4d°'°d e•°0°•°d a•.°d A'.•d A•.4d'e ROOF OVERHANG._______________________ ----------(FIGURE 19)._____________ K rT(SMALLER OF 2'OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: - - •'° ° PROPRIETARY CONNECTORS N, I, THIS CHEKL15T SHALL BE MET IN 1T9 ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE - de d'A .°d'A ,°d'a .Ad'A .•dA .°d° °d A °OA .°0'• UPLIFT.____ ---!TABLE 12).----------------------.-------------- I'. F REQUIREMENTS OF 190 CMR 5301.2.1.1 ITEM I.IF THE CHECKLIST'18 ME(IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL------------------------------------ ------------------------------------L•_PLF AND HOLD DOWNS ARE NOT REQUIRED PER THE W1{M 110 MPH GUIDE: bH-AR_______________________________________(TABLE 12)------------.--------.-------________5•�LF A:STEEL STRAPS PER FIGURE 5 's RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 13)--------------------------------T•_PLF B:20 GAGE STRAPS PER FIGURE it - GABLE RAKE OUTLOOKER____________________________(FIGURE 20)--------------_�_.FT(SMALLER OF 2'OR L/2 G:UPLIFT STRAPS PER FIGURE 14 TRU88 OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS - D.ALL STRAPS PER FIGURE 11 - PROPRIETARY CONNECTORS E:CORNER STUD HOLD DOWNS PER FIGURE IBD AND FIGURE I8b - UPLIFT-- - -------- ---------- -(TABLE 14).__ - __ __ _ ____ __ U•J.B. 2, EXCEPTION:OPENING HEIGHT OF UP TO B FT-SHALL BE PERMITTED WHEN 5%15 ADDED TO THE PERCENT FULL-HEIGHT SHEATHING STUDS AND HEADERS LATERAL(NO.OF"COMMON NAILS)----------(TABLE 14) __ _ -_ ____________ __ ____ _LB.__.L• .-'w-mayfY•a�I REQUIREMENTS SHOWN IN TABLES 10 AND Il, ,. ROOF SHEATHING TYPE---- -- - - (PER 180 CMR 58.00 AND 59.00) _ 1_ -V- 3, THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM'2`IN.NOMINAL T.ICKNE56 PRESSURE TREATED-2-GRADE. ' ROOF SHEATHING.THICKNESS __ _______ _ _ _ __-_ __ ______ _ =I-->1/I6•--- ✓ 4 A,FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT '/ AROUND WALL OPENINGS RwSP OOF SHEATHING FASTENING. _ _---_ _ (TABLE 2) ---- - - - ------ - -- - - -- ---- SHEATHING AND NAIL SPACING REQUIREMENTS, - -' W SHIELDS RESIDENCE - NI REPAIR FIRE DAMAGE,; -DATE Rev1s10N DRAWN 6T PAGE SCALE WHALEN RESTORATION 48 HILLSIDE DRIVE °f / /meal I ° . `, 1° 6 0 0 r JB -OF� va°.Ib° ✓� f./ gns 9 SERVICES INC. ° � zTr IQ GI=LATER V ILLE MA. IL fU F9IRCNADE OF DRAWINGS LEAVED FURCHADER RESPONBI E FOR COMPLIA CE WITH ALL 12)ENAG 612E AND E FORCE EN.OF ALL__NM FOOTINGS + !3)ALL FOOT NGD BHLLL E>IlV D BELOW M.6`1LINE 1-11 DEPTH, F LOCA.BWLDING CODER AND ORDINANGED.JB DESIGNS MAY NOT BE HELD REDF'ONDIBLE MUST BE DETERMINED BY ( �L Wt LOCAL SOIL GONOMONB AND ACCEPTABLE 11 VERIFY STRUCTIRAL ELEMENTS CONDITIONSFOR DESIGN.SIZE I.Q OqK'♦w FOR SITE OR FOR THE UM OF THESE DRAWIN68 OLRING CANDTRVLTION. F•RAGTICEB OFF CONBTRI)CTION.VERIFY DESIGN WITH LOCAL BIGINE£R. ` WITH LOGL ENGINEER AND BUILDING OFFICALS. l/®I G4RNDt.1G1.(M4 dyy , s w ASSESSORS MAP: - ' / TEST HOLE LOGS PARCEL: Q NOTES: FLOOD ZONE: /l/Ol /IRAOD6 Af*d W SO I L EVALUATOR WITNESS: 14 f REFERENCE: �,EQ77}�'!EQ ��-00l �i� DATE: 1) The installation shall comply with Title V and Town of Barnstable Board of y� ►` Health Regulations. ` -- PERCOLATION RA E: •L t 1 `- /�C ' ! _ 2) The installer shall verify the location of utilities, sewer inverts and septic P components prior to installation and setting base elevations. TH I TH-2 3) All gravity septic piping to be 4 inch Sch 40 PVC at I/8"per foot. The first AA 5 0'Qo L v" two feet out of the dbox to the leaching shall be level. lb 3 N L 4) This plan is not to be utilized for property line determination nor any other purpose other than the proposed system installation. 5) All septic components must meet Title V specifications. 3r 6) Parking shall not be constructed over HIO septic components: LOCATION MAP C�'�'S) G� f-�W�'i. Sh•ag ,I _ \ � lb 4$ 7) The property is bounded by property comers and property vline s.76-7( 8) The property owner shall review design considerations to approve of total t �� 'q� � design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on the plan shall be deemed I I S GZ approval of the design flow by the owner. �• Z� � Z �� 9) The existing leaching or cesspools shall be pumped and filled with material i P p proposed SAS shall be D t*L_*M 1 i removed along with contaminated soil and eplaced with clean washed sand per Title V specs. 10)System components to be 10 feet from water line.-Sewer lines crossing the «a'` N.. - water line shall be sleeved with 4 inch SCH 40 PVC with ends grouted if SEPTIC SYSTEM DESIGN applicable. "-`. 11) If a garbage grinder exists it is to be-removed and is the responsibility of the '`` FLOW ESTIMATE owner to ensure such. { 12 "The installer is to k BEDROOMS-AT I �D GAL/DAY/BEDROOM - Z� GAL/DAY take n t f 1 ) t caution m excavation around the gas line i applicable. � _ _ �.. "SEPTIC TANK WiJ °t '\ ` GAL/DAY x 2 DAYS - GAL USE I(),LOGALLON SEPTIC TANK L ABSfPTION SYSTEM t STahjC, S P DE AREA: .. ZX < BOTTOM AREA: 2 � �� 1 �. Apd \ T I C SYSTEM SECT I ON ►�;r;�, o 6.D� t 1 rZ2F3TN .. Y.,#. � �f _ IPA' ��� � �.,,,,_ I D0t� GAL z SEPTIC TkNK 0 ' D AVIDa. V. 56, MASON „ t O - 9 NO.1066 0 �� SITE AND SEWAGE PLAN s9ai ►MN W I*M a LOCATION : a ILt,S( _DOVE PREPARED FOR OE G 0 a d SCALE: —' DAV i D B .. MASON��j DATE: /Z DBC ENVIRONMENTAL DESIGNS ut EAST SANDWICH . MA DATE ALTH A ENT SOS) 833- 2 177