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HomeMy WebLinkAbout0018 FRAZIER WAY - Health 1 Frazier Way Nfarstons,Mills M"` A =.057_006002 II I I i COMMONWEALTH OF MASSACHUSETTS COP? OFFICE OF ENVIRONMENTAL AI I.AIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION AI z w RECEIVED FAILED INSPECTION ST FEB252003 TOWN LTH DEPTABLE TITLE 5- OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A m CERTIFICATION Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner's Name: MR. DUTCHKA Owner's Address: 21 TREMONT ST MARLBORO MA. 01752 Date of Inspection: 2/12/03 MAP PARCEL Name.of Inspector: (please print) JOHN GRACI, INC. Company Name: SEPTIC INSPECTIONS LOT Mailing Address: P.O. BOX 2119 TEATICKET, MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below k true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: _ Passes _ Conditionall �' sses m. Needs Furt ; valuation by the Local Approving Authority Fails Inspector's Signature: Date: 2/12/03 The system inspector shall submit;! copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspec ion. 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 I HE SYSTEM FAILS TITLE V INSPECTION.THE LEACH PIT WAS FULL OVER PIPE AT THE TIME OF THE INSPECTION AND HAS NO VISIABLE EFFECTIVE LEACHING LEFT. ""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 u: Page 2 of I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12/03 Inspection Summary: Check A,B,C,D or E/AAA 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: THE SYSTEM FAILS TITLE V INSPECTION.THE LEACH PIT WAS FULL OVER PIPE AT THE TIME OF THE INSPECTION AND HAS NO VISIABLE EFFECTIVE LEACHING LEFT. 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. n/a 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: n/a n/a 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: n/a n/a 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: n/a Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12/03 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 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 n/a "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: n/a I ,Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 P Y Owner: MR.DUTCHKA Date of Inspection: 2/12/03 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for alLinspections: 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'h 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 NOT IN THE LAST YEAR INFO FROM OWNER. 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.] X _ (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 X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X 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. a r Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12/03 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)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12/03 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: 4 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): NO Seasonal use: (yes or no): NO Water meter readings, if available(last 2 years usage(gpd)):jra A 'Sump pump(yes or no): NO -U t p00 Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sqft,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: NOT IN THE LAST YEAR INFO FROM OWNER Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined? n/a Reason for pumping: n/a 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): n/a Approximate age of all components, date installed(if known)and source of information: 1982 FROM ASBUILT Were sewage odors detected when arriving at the site(yes or no): NO 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12!03 BUILDING SEWER(locate on site plan) Depth below grade: 9" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 3" Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: L 8' 6" H 5' 7" W 4' 10"" Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 4" 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: 14" 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.): SEPTIC TANK AND ALL COMPONENTS ARE STRCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING NOW EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP:_(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a •Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12!03 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX: X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE 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.): D-BOX IS STRUCTURALLY SOUND. PUMP CHAMBER: _(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): n/a R Page 9of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR.DUTCHKA Date of Inspection: 2/12/03 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type 1000 GAL 6' X 6' leaching pits, number: 1 n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): THE LEACH PIT IS PAST THE EFFECTIVE DEPTH OF LEACHING.THE PIT WAS FULL AT THE TIME OF THE INSPECTION AND HAS NO VISIABLE EFFECTIVE LEACHING LEFT.THE LIQUID LEVEL WAS UP TO COVER. BOTTOM IS AT 8' CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a 9 ge10ofII OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ,kSSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR. DUTCHKA Date of Inspection: 2/12/03 SKETCH OI,'SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties-to-at least,two permanent reference landmarks or benchn,- Locate all wells within 100 feet. Locate where public water supply enters the building. LEA-1 Nit _ .. i Aj �.. AC 5`' Page 1 I of 11 _........ v OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C -- SYSTEM INFORMATION (continued) Property Address: 18 FRAZIER WAY MARSTON MILLS 02648 L2 Owner: MR. DUTCHKA Date of Inspection: 2/12/03 SITE FXAM _Slope _Surface water _Check cellar Shal low wells Estimated depth to ground water 10+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record- If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observ.ation.hole_wtliin,,1,50 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) YES Accessed USGS database-explain: n/a You•must describe.how you established the high ground water elevation: GROUNDWATER DETERMINED FROM HAND AUGER- NO WATER AT 10' II TOWN OF BARNSTABLE LOCkTION l8 FR4ZIZ WN SEWAGE # 03 10 VILLL-AGE y' 'tl�.7l 1iPS i'l'�lLLS ASSESSOR'S M�LA�P�& LOTO57"t7(X-0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1006 LEACHING FACILITY: (type) 2-, 0 6AL6 0S (size) axexb NO. OF BEDROOMS 3 BUILDER OR OWNE PERMITDATE: Z''"� O COMPLIANCE DATE: 3 2 9-9) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V_ 600 67AtW4 C6 ' FEE V r COMMONWEALTH OF MASSAC14USETTS `r Board of Health,-&4 0 b1,C- , MA. APPLICATION FOR DISPOSAL SYSHM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location /6 )r-; ® CA4 �.S M' 11 Owner's Name, (J / Map/Parcel# M q /"a o e t Address M' Lot# o Telephone# Installer's Name rrSH�tPe Designer's Name Address TJ�t G�Sfv, r't,'i[i Address 2 Ad Telephone# -s- Telephone# ci _ /� a z Type of Building j�5 c tf�t..rf-�c� Lot Size -L-L'q CIO f' sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building i )A No.of persons Showers ( ),Cafeteria ( ) Other Fixtures & Design Flow (min.required) - gpd Calculated design flow 'i-3 y Design flow provided 57 gpd Plan: Date �ZZ(l) ,7 Number of sheets rL Revision Date N14- Title Ir'/'ueo&e Srw h�3t-tea•r�p f' Z.[s� (.�I /''�G�s f vKJ l/"le J,fr /"1iliT Description of Soil(s) A 1 S L ,$E-` [,; (24 �- 120 -4) Ay -ed S q�� 4 Z- ` .4 nc 4 /Ui 6W , Soil Evaluator Form No. Name of Soil Evaluator /_�1-ci AC L4 ke Date of Evaluation 3I' 03 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install th ove d ribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not lacetbe a 'on until a Certificate of Compliance has been issued by the Board of Health. Signed Date 2-q-0 3 Inspections M) /B TOWN OF BARNSTABLE LOCATION !b ZIA 1,VN SEWAGE # W + t�5 7-Od(�-aD 2 VILLAGE MA� ftt5 ASSESSOR'S MAP & LOT f INSTALLER'S NAME&PHONE NO. �l cC 'T o I SEPTIC TANK CAPACITY l�G6 LEACHING FACILITY: (type) �,- �; L � (size) NO.OF BEDROOMS 3 BUILDER OR OWNE PERMITDATE: —COMPLIANCE DATE: � D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I a i 3 - *NO. ZOO ' 1!3 � FEE { Board of Health, 13Ar✓1 t 1-c,n4L41 MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( )r Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components Location 8 FK-C,Z"ti W Gl MCI 1-' S M r .l i S Owner's Name PAJL4 /.►UuzA� Map/Parcel# Mq /'o� It t f ��� Address Lot# Ca-f- Z Telephone# Installer's Name /3l,-GH U CSft✓c} lC Designer's Name Address e2,j Time 4 IG+ems I- , r ,l rAddress a , t.c.- �l t �,✓ r� ,macs F�(�Lr Telephone# (5ZS-) 4 z-e,- q s Telephone# a/Q 477-5-31 %L 4 U-Z C�/H Type of Building /24 S c,o L A4 v c4 # Lot Size -T Z..9 f/G h sq.ft. Dwelling-No.of Bedrooms, " �� Garbage grinder ( ) Other-Type of Building ,n/ A No.of persons Showers ( ),Cafeteria ( ) Other Fixtures /V/ / Design Flow (min.required) 77 gpd Calculated design flow 3-3 d Design flow provided 3 5-7 gpd Plan: Date �/�22 la 7 Number of sheets / -7— Revision Date �V,/A- Title 1'/y/0o.5-e af4 h c S"C f f.�. �4- a/c�[� !Ti' l 2 -!r� (�I/c.� rt'1 C��J N 1 1t ��,r� /�'lf7" � r � _ Description ofSoil(s) A, Soil Evaluator Form No. Name of Soil Evaluator ! e,k., Ac t-/-t[ Date of Evaluation 31 z D p3 DESCRIPTION OF REPAIRS OR ALTERATIONS . ' e The undersigned agrees to install therabove described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not dplaj e m'�,the te -�eration until a Certificate of Compliance has been issued by the Board of Health. Signed t� ,,+r`,+r _ Date 3-/RY.'3 e Ins pctions c���C �nT No. (iW3-113 "`' FEE 1 I Board of Health, MA. ^,a 22 CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System _The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at t has been installed in accordance with the p ovisibns of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated 312'1 10y Approved Design Fl,w (gpd) Installer Designer: Inspector: _ `��1�- Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 206 3 —1 (3 FEE COMMONWEALTH Of MASSACHUSETTS Board of Health, 1 J??c,1-4 MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No.2c)03 "t!/ > , dated :3&?c:33 r Provided: Construction shall be completed within three years of the date of this per . '1 I n itions must be met. -Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date--3/2 ql i.9 Board of Health - 4.0 t #'-�' . cv) oy LOCATION SEWAGE PERMIT NO. VICIAGE I� INSTALLER'S NAME i ADDRESS _ j®d,h 1-2, 19- el %1a 3UILDEIII OR OWNER DIVA,- � , t Ass, DA T E P ERMIT ISSU E D Ir DATE COMPLIANCE ISSUED, O v i h ` I / �26 �L�� ' so -• y l� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............OF....... t�. T �(.�l�i.--------------------------• Apphration for llhipaa al Worka Towitrurtion ranfit Application is hereby made for a Permit to Construct (�) or Repair ( ) an Individual Sewage Disposal System at - / ---.......del ----------------------------------•------•--------•--•------ •------•----------...._. Location-Address I or Lot No. e ...... .............. -•-•.........._.............---..........:.........-- Own Address a .............................. ...... ----------------................................. ..--------•-----•--...........---....-----------........_ Installer Address Q Type of Building Size Lot.. 5f .t..Sq. feet aDwelling—No. of Bedrooms.........:.......__._.........._______Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixture --.--.d ---•------- W Design Flow...................S. ....._...._......gallons per person per day. Total daily flow-----------_._.__.____._.__3._... .._.gallons. WSeptic Tank—Liquid capacity- Length________________ Width.......____...__ Diameter_____-__-____-_- Depth................ x Disposal Trench—No..................... Width.._._.............. Total Length.................... Total leaching area---- ..____......sq. ft. Seepage Pit No-----------�.-_.--: iameter.......... Depth below inlet.........6.... Total leaching area.. .sq. ft. Z Other Distribution box (� Dosing lank ( ) ~' Percolation Test Results Performed by-_ �,! :..._ . i ......:.......... Date........ a Test Pit No. 1..... .._..minutes per inch Depth of Test Pit-------_'L----- Depth to ground water....... Test Pit No. 2.......7. .....minutes per inch Depth of Test Pit..._._..7.,.. Depth to ground water........................ a' -------------------------------•--------•-------•--•-------•••-•••---------------------------------------•----------------•-------•-•-----------.------------ 0 Description of Soil.... ............... .. - - --- ------- - ---------------- x ----------•••--------------------- - 5J... ... .... _.... - - - �� ---------- --- U 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 A.iTl,;�. 5 of the State Sanitary Cod The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been . ued by the board of health. Signed................... •--••••-••-•--•-•---••-•-••----••••-......•---••..............•- _.. Datt,....Application Approved By.. x---•• •• .. .................................... .....lk1.12,2, -------- bate- Application Disapproved.for the following reasons---------------------------------•-------------------•---------•-----------------------------------•-•-•---...._ ..............•-----•-•-•--------............._......---------------------•--••-•-•-•----•••-••••-•••-•--••••-•-••-•-••--•••••-••-•-•---•••••---••••------------•---••---•-•---•------•••-••••....._.... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS ___.. BOARD OF HEALTH ...............oF.:... ............................ Appliration for Uhip sal Vorko Tomitrurtion rruti# t Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal System at � 1 � � t -- ............._.. 2 I 3`Z) ��...... .!N ---.....V A ...............•-••-...•-••••-•••-•--.� -----Z"•----•--.............._-. 2 ......Lon A.... or Lot No. Owner �•••••••---••••-•••••-•••Address ---••-------------------------- = ._...._.....--- . ........................ ------......_....... ._....----....---•-•---} UInstaller Address U Type of Building Size Lot__23"_f __--..Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of perso n Showers — Cafeteria Other fixture - - - -- ----- ----- ---------------------------- •----------- W Design Flow.........................___._.. ..........gallons per person per day. Total daily flow..__._.____.____._..____._ _.__ ..._gallons. WSeptic Tank—Liquid'capacity._ .gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width_._ ....... Total Length.................... Total leaching area _._.._.._. sq. ft. 3 Seepage Pit No........... ---____ iameter____.____�_..._ Depth below inlet___.___..?__..._ Total leaching area..................sq. ft. Z Other Distribution box (" ) Dosing tank (i�) J ~' Percolation Test Results Performed by.—VI. TV1'-r_._ : 1 _A'!N_................. Date-------- /__� ....... Test Pit No. 1.....�n.....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......................... A+' ---------------------------------••--------------•-•---.._..---.._..-------------....__..........-•-......................................................... O DesWiption of Soil...,.............•- ..............................----- rJ ----•-••--•---- ---- -• - ..-- UNature of Repairs or Alterations—Answer when applicable............................................................................................... -•------••-•----------------•---•--••--•--•---------•-•-•--•------------------•---•---••-•••-._._...--•-..._....--•--------------•-•----•--•----•--------•---------••----•---•-••--..................._. Agreement: Tate undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT112 5 of the State Sanitary Code— The Fdersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b e board of health. y Signed --•--- _- -----------------••••----- .. Date Application Approved By-• r Application Disapproved for the following reasons:................................................................................................................ --••-•----•------------------------•-•--.....-------------------------------------------•-----------..._..._.....--------•-----------------••----•---------•----•-------....------------•••------••-••--- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS 1 BOARD( OF HEALTH Law.!:�...............oF......t / Z l T +.t. f;o�-_-_................ --... Trrtif irttte of ................. nntphattrr THIS IS TO CERTIFY, That e Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............................................................ J ••-•-� _ Installer has been installed in accordance ith the provisions of TITLE 5 of The State Sanitary' Code as described in the application for Disposal Works Construction Permit No._ >' ._6:oe.Y............ dated------------------------------------------------ THE ISSIIA C OF THIS CERTIFICATE SHALL OT BE CONSTR ,.E® S �: BJARANTEE THAT THE SYSTEM WIL F CTION SATISFACTORY. DATE...- -•/..••.............................................................. Inspector....`..!:...---.�..-•- ........................................................------------------•------------------•------•--...--•---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O u�l J oF......���. . ?.iJ�T�A f3_�- ........................ .... . . ...................:... ,J No.... /...('j1.. FEE..... ............. Dismal 'li ton _ nr#uan rrntt# Permission is hereby ranted......................________�- /..__.. - '----•--• ' to Construct 1 or Repair ( ) an Indivi al Sewage Disposal System .�..e!.rx ..�.� j/ Street as shown on the application for Disposal Works Construction,Permit No.................___� Da ed___._______...__._._.....______._........ —---------------------------------- DATE.. /= = ------•-•-------••--•----•--•------•-.........FORM 1255 HOBBS & WARREN, INC., PUBLISHERS "' is �a .. ,fir r �ly� t�ar� P 9a�T 977 � 300 do •c 3 • s3o G•P-v ,-A*-AV- 4 330,E (rio % • Ag56.P.v. .. ' USA- 1O0 =) 6AL. ti, ; uSE. loco `6ot..• .4 lI 97 7 1 ^ r -/ALL AeEA . 15O 4 ISo gF �c 2.S • 3.75 G.P.,D. Cn � ADO D oK �oP f •..# •�r>r- •O�vt ,derma,� � sr-. ( �. , . ;k 98�9 � ��r - •. 50 sue. 1 .o t So 6R, A TcrrA L "D E616W z 42S G.Ra. --�-�— + T'bTA L toAl L-\-( 1='Low - 3w&F'D. 94, ; ti �° •� 35 9 -r ��{ woc. ta. ou Aiv1 -ua�rNESS �y �. PV ' •' 'eoFJAc.-D G+►I r-ro►Z.D�'�OA�2o nF NE�At-T� . : . . .� �p �wc-�u..iNL OF ? y tirr t rrA�ort_�•�gF,,'p 9 •2 l i n.Cb•1Afi��: r i',�. ' 9 r 4 . 3' / .97 Z v Q, ALA SAXTUI .eit { �Gl�a,.�r�.l .�`• �F TEST i�//z//o' -row ;:No •�00.6 `' i• K=`� '� ' �....�4 Ross .. cnAiv `! Ppe icon uN '� • - f s 97•8 �; 'sox 171, SEanc } S sscw8 Gel. ; ' 9�.Z• 9741, y j i LwaHPIT was►�e� 61 Goer t; CI=eTtF1ED pLC:)t pt-A,Vj t OC ATI o" /I/(A VS Tel!J S M I L Li IJ o W ATtIL- Pos6o '' GCIZTi F� T"AT- TNa -l>gSLLoJ(o gtA0wt.! Pt-4ti.1 R -, NE:R�a��ll GGM�PL�IS W 1 TN 'Tt•.!� L Z � O.r. AWE 56jrt3AGK �C-(4UIREAE-- WTS DF �E ;. Tow►.I 0;7 7 ?►.14rt' 3L.� LA PATE RCGISTL-IZ6D LA.Wo SUZvGYoe._ T14IS ipLAw K tJOT BASrk) o" 'P." ,. oSTt:ev►LLc o INSrCt1M ��i ��¢�icY TilC-. oFG',ET•Z,I 4140wt.a ARP Ll CA."-r '"6' i .:� �=�� ` ;- _ , } -_ .r •' r LEGEND S 16 020'080 E gg PROPOSED CONTOUR 153,00' F9_91 PROPOSED SPOT GRADE ---- 40 EXISTING CONTOUR CP' i 30.23 EXISTING SPOT GRADE R°Ute LOCUS o�41y TEST .PIT ° P� / +98.4 / a 96,9 �81J2 A W EXISTING WATER SERVICE oe `\ +98 o�c r� o2e ,8 0 �o oe J ° 1 �--- 25' -� 25' O LOCUS MAP N.T.S. 96 t L �= ���BENCHMARK GENERAL NOTES: +98 \ TOP OF CONCRETE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TP LT. BULKHEAD CORNER BOARD OF HEALTH AND THE DESIGN ENGINEER. EL: 100.00(Assumed) EL:97 9 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS EXISTING S,A,S, OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Pump & fill w/sand i �� LOCAL RULES AND REGULATIONS. . /~\ ° 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1 p TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXISTING SEPTIC TANK ~ ��_�� ` ` ,; DESIGN ENGINEER. Top of Tank. 98,16 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING cutlet Invert: 96.8f FROM THOSE SHOWN HER SHALL BE REPORTED TO THE DESIGN Z 90` 1 _` ENGINEER BEFORE CONSTRUCTION CONTINUES. W D Cl< 99 ;- 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. e 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF EXISTING DECK +99 8 +9 ,� 98 1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Deck support positioned ovetOO.0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. co exist, septic tank shall be 7. WATER SUPPLY PROVIDED BY TOWN WATER MAIN. removed and repositioned to EXISTING a position outside the limits of S. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. the tank, Use of existing tank GAR. 3 BEDROOM 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED is subject to the approval of HOUSE(#18) TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. the Board of Health, If not allowed, existing tank shall ,be T,L7.F=100,57+ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE pumped & Filled with sand and THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING replaced with a 1500 gallon septic CONSTRUCTION. tank. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. LOT 2 C AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). MAP 57 I 12. PROPERTY LINES SHOWN HAVE BEEN COMPILED FROM EXISTNG PLANS AND DEEDS OF RECORD AND ARE APPROXIMATE ONLY. THEY DO NOT PARCEL 6 b REPRESENT AN ACTUAL ON THE GROUND PROPERTY LINE SURVEY. 22,900+S,F, b Q r o�� PETER T, y� L=132,09' �` �MCENTEE PROPOSED SEPTIC SYSTEM UPGRADE R=330"00' No CIVIL 09 N 18 FRAZIER WAY, MARSTONS MILLS, MA 09 ISZE�� ��Q Prepared for: Ayotte Construction, 20 Tree Top Cirle, Marstons Mills, MA Engineering by: SCALE DRAWN JOB. NO. F-RAZIER TY,1 Y 3 IZZI()3 Engineering Works 1 =20' P.T.M. 23-03 23 Deer Hollow Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 03/22/03 P.T.M. 1 of 2 � i PROVIDE RISER OVER D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED Y 7 TOP OF FOUNDATION TO WITHIN 6° OF FINISH GRADE F.G. EL: 9 -98t FINISH GRADE SHALL NOT BE < EL:95.50 FOR A DISTANCE OF 15' AROUND THE EL:100.6 � F.G. EL: 97.5t PERIMETER OF THE S.A.S. F.G. EL: 99.8t F.G. EL: 99.7t MAINTAIN 2% MIN SLOPE OVER S.A.S. INSTALL RISERS W/COVERS OVER INLET 500 GALLON LEACHING CHAMBERS INSTALL RISER OVER ONE CHAMBER & OUTLET TO WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE-ALL SIDES WITH HEAVY DUTY FRAME & COVER L =26' L =t3'(MAx) SET TO FINISH GRADE 4" SCH 40 PVC 4" SCH 40 PVC �: :o• @ S= 1% (MIN.) ®®® ®® . + EXISTING EXISTING 1000 GAL. INV. ELEV.=95.30 INV. ELEV.=95.13 2' EFF, DEPTH ®299m ,,.•• .:., 4' 5.2' 4' SEPTIC TANK INV.EL: 96.8t EFFECTIVE WIDTH = 13,2' INSTALL INLET & OUTLET TEES (EXISTING) INV. ELEV.=95.00 GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV,=95.8 —BREAKOUT ELEV.=95.50 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=95.00 ��®®® GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED a ®taa®® STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). ®�®®® BOTTOM ELEV.=93.00 Now 4' 2 x 8,5' = 17,0' 4' 5 MIN: ABOVE MAX, SEASONAL L EFFECTIVE LENGTH = 25' SEPTIC SYSTEM PROFILE HIGH GROUNDWATER ELEVATION LEACHING SYSTEM SECTION N,T,S, NO G,W, ENCOUNTERED BOTTOM OF TP, EL, 87.90 (3) 5" DIA.OUTLETS >f-- s's--„I �—'6 > -� DESIGN CRITERIA ���� f� o PETER T 15,5' J L� , I I McENTEE, '1 ' F e' 1 PRDP, S.A.S. i No NUMBER OF BEDROOMS: 3 BEDROOMS " CIVIL35109 SOIL TYPE: CLASS I PLAN SECTION z� SOIL LOG --------- DESIGN PERCOLATION RATE: 2 MIN./IN. �£C/SZE������� D—BOX �G\ K*•: F 510N tiT.s. DATE: MARCH 20, 2003 DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. (MIN. REQ'D) SOIL EVALUATOR: PETER McENTEE v (67 GARBAGE GRINDER: NO �)ZZ, Elev. TP Depth LEACHING AREA REQUIRED: (330) = 445.9 S.F. t 97.9 q 0" h S . .74 INVERT ®®®® ® ®®®® SANDY LOAM ®®®®®®®®®®® 33" a' SEPTIC TANK: 1000 GALLON (EXISTING) SEE NOTE RE: DECK SUPPORT ®®®®®®®®®®® 10YR 3/3 24„ ®�®®®®®®®®® 97.4 6" SHEET 1 OF 2 B 102" — SANDY LOAM USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 10YR fi/6 5t( IIUN 95.9 24" SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. C BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. 4" KNOCKOUT TOTAL AREA: 482.8 S.F. 20" DVI. COVER KNOCKOUT O/4' KNOCKOUT 62" MED.SAND EXISTING DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. 2.5Y 6/6 ;�� 3 BEDROOM 4" KNOCKOUT HOUSE(#18) PROPOSED SEPTIC SYSTEM UPGRADE T,O,F.=104,57+ 18 FRAZIER WAY, MARSTONS MILLS, MA ELAN 87.9 120" Prepared for: Ayotte Construction, 20 Tree Top Cirle, Marstons Mills, MA 500 GALLON CAPACITY, H-10 LOADING Engineering by: SCALE DRAWN JOB. NO. pERC RATE: <2 MIN/IN. ("C3" HORIZON) Engineering Works N.T.S. P.T.M. 23-03 CHAMBERS NO GROUNDWATER ENCOUNTERED S.A.S. LAYOUT Kr.s. 23 Deer Hollow Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 03/22/03 P.T.M. 2 of 2 ,F ' re 4D'<. 39'-8' NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 2"' 14- rya DETAILS,&FINISHES IN THE FIELD WITH OWNER 4_____ ___4 I"w 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT I f,y FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR 514- 4'.2- 6'-0 4.-2" ,I,---- ili 4. ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS li in IOW} STATE BUILDING CODE,8TH EDITION AMENDEMENTS&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE II III NEW )B ii iii OD 6. ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, PATIO q4 ii EXIST.DECKTO S OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING II III BE REMOVED '• 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD iii 1=}.e7 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES 7�GW.lWZ. FOR ALL PROPOSED&EXISTING DETAILS ANDERSEN ANDERSE ANGERS N II III II 1TW2442 TW2442 M2442 II III III 01 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION F III ALL SIMPSON COMPONENTS III W0 3'-1P (ANDERSEN ry III 'Y STAIR OWN O YB'c8'8' II 1 III 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS I I NEW I� 4 Iv TO BE 3000 PSI A'DERSEN L---J © 6.0'><6•B' HALL ii b iii 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE BIFOU) W DURING FRAMING CONSTRUCTION ------------- NEW I1 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE ' 1p] NK CLOSET II I I o A H 13. REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED v FOLLOW ALL __________ ________ __ �,,_Ii � 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY 4LIVING EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION BATH m 00 OO INSTALLER/CONTRACTOR. OEXIST. KITCHEN RANGE BEDROOM 15.)ALL HEADERS LESS THAN 4'0"TO BE 3-2 x 6's UNLESS OTHERWISE NOTED INSTALL GRAB 2'8'.6'8' BARS IN SHWIR FIRE RATED O0 BAT TOILET FIRE RATED DOOR DINING BATH FIRE RATED GYPSUM BOARD ON ALL WALLSB IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS I N I N CEILING O 'v CLOS. A ® O CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ra'.6•B' zr -- A4 REF TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 6'8' FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL S r8'x6'8' BIFOLD DN C'LOS, U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE g o GARAGE O ------ 0.30 MASS 0.55 49 20er13.5 30 15119 10(4FT DEEP) 15119 S g•-0• r AMMEND. IAA © NOTES: '8' 15•-z• 6•-m a'na' -1 ------ 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. BIFOLD �a- I--- CLOS. CLOS. `s 793 BEDROOM 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR APARTMEN S.F..F. I i OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL LIVING i �,.' OO O 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4.13+5 MEANS IRS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR 4 z " Cam_ REMOD. &R13 CAVITY INSULATION G� STUDY BEDROOM 0 KITCHEN (FORMER BEDROOM) ,q (VERIFY KIT C HEN LAYOUTWIOWNER) 4 CL S. REF �pQ I INK I- ANDERSEN AND ERSEN ANDERSEN TW2432 TW2446 TW2446 5'.9' 7-3- r-3' S'-9- NAILING SCHEDULE 14•-0" 40'4" 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: 2"' sa•-D' BLOCKING TO RAFTER(TOE NAILED) 2-8d 2.10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-1 Ed 24"o.c. FLOOR HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES AREA CALCULATIONS. FIRST FLOOR PLAN FLOOR FRAMING: EXITING HOUSE/GARAGE 1348S.F. JOIST TO SILL,TOP PLATE ORGIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 50%OF EXISTING 674 S.F. f BLOCKING TO'JOISTS(TOE NAILE LATE( 2-8tl 2-16d EACH END LEGEND. I FncGENGTI SILL BE TOP GIRDER TOE NAILED) 3-16d 4-i6d EACH BLOCK ) I.FDGER STRIP TO BEAM OR GIRDER(FACE NAILED). 3-16d _ _ 4-76d EACH JOIST NEW FAMILY APARTMENT 795 S.F. JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1 Od PER JOIST 0 EXISTING WALLS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST CONSTRUCTION TO BE REMOVED BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.16 d 3-16d PER FOOT ROOF SHEATHING: NEW CONSTRUCTION WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Btl 10d 6'EDGE/6"FIELD O SMOKE DETECTOR RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Btl 10d 6"EDGE/6"FIELD ©CARBON MONOXIDE DETECTOR GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS ®HEAT DETECTOR GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS --- 7'EDGE/10'FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS L STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12'FIELD 112"&25/32'FIBERBOARD PANELS 8d --- 3"EDGE/6"FIELD 112"GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1.OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD `.I < GREATER THAN I"THICKNESS 10d i6d 6"EDGE/6-FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ®Q® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. ERRORSCTION. HEBUI OR OMISSIONS REFOUNDON SCALE : DRAWING NO 43 BREWSTER ROAD W"BE RESPONSBLE FO THE CO OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411 -11 -0" 1 C THESE DRAWINGS IF CONSTRUCTION MAS(HPEE,MA. 02649 1/�- D �' COMMENCES WITHOUT My OROMIS E M U L L E N R E S I D E N C E DESIGNER TH BE WI qGS ERRORS OR OMISSIONS. PH. (50 274-1166 OF THE OWNER NOTED.NGS ARE NY OTHER USE OLELY FOR THE F DATE : FAX(50 )539-9402 THESE DRAWINGS REQUIRES THE WRITTEN 2/23/2018 CONSENT OF THE DESIGNER UNDER THE Al 18 FRAZIER WAY MARSTONS MILLS MA ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 4B'r• 39'-F NOTES: ¢�'p/�'�Z .200 3-h ). 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ` &DIMENSIONS IN THE FIELD , 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 3 zs-v 144' DETAILS,&FINISHES IN THE FIELD WITH OWNER 3/J 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6-10"ABOVE SUBFLOOR f U J ra" 1r-v s•a• 4'-"2 sw• 4'-r ;�_ __"'___ i,F______. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS I' lJ iii STATE BUILDING CODE,8TH EDITION AMENDEMENTS&IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE �L Usk/ NEW B 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, PATIO A4 i'I EXIST.DECK TO OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING BE REMOVED 7.) ALL LVL LUMBER/BEAMS TO BE 1.98 U360 LOAD ✓n� 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES // f7 Ll L2-.EX.-lWElNL FOR ALL PROPOSED&EXISTING DETAILS ANDERSEN NDERSE ANDERS N Tw2442 -2.2 TW2442 i ' 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF II' ALL SIMPSON COMPONENTS 174F 3'-10' L-,DERSEO ruLi-oowH © 2'8"x6.8' : 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS ! sraR NEWa ��' TO BE 3000 PSIANDERSEN © HALLA21 L J SIFOL VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITEBIFOLD UDURING FRAMING CONSTRUCTION CLOSET ' 11' .. NEW 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE TAC INK A H 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED m ------"--"----"--- a f 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY LIVING EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION BATH 4 O O INSTALLER/CONTRACTOR. 5 4 O " EXIST KITCHEN RAG BEDROOM 15.)ALL HEADERS LESS THAN 4'0"TO BE 3-2 x 6's UNLESS OTHERWISE NOTED l /Ix 7 INSTALL GRAB 2'6 x 66- BARS IN SHWR. O FIRE RATED O O / NDERSEN BAT TOILET /\ INSTALL SIB'TYPEX DOOR A21 FIRE RATED GYPSUM DINING BATH BOARD ON ALL WALLS 8 ININ CEILING IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS C Q A CLOS. A © CLIMATE ZONE 5 USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Q 26-x 66- Y ———— qq ® REF TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 1 C0•X 68• FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL '1 (V 6'x68' BIFOLD DN CLOS. U-FACTOR U-FACTOR R-VALUE R-VALUE RVALUE _ V A L UE RVALUE R-VALUE u" g © GARAGE 6 T © 0W AMMEND. 0.55 49 M-3.5 JO 15A9 10(4FT.DEEP) 15'19 YT x 68' NOTES: 3'0'X 68' 15'-2' 6'd' 4'-10' 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. BIFOLD CLQS. CLOS' v 793 S.F. BEDROOM - 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR APARTMENT AREA LIVING © OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4' ' Y CLbS. © 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR T REMOD. BEDROOM &R13 CAVITY INSULATION G I STUDY O KITCHEN (FORMERBEDROOM) ,q (VERIFY KITCHEN LAYOUT W/OWNER) I 4IT CL S. \ m REF �..I INK (• — ANDERSEN NDERSEN ANDERSEN PN2432 TW2446 TW2406 F-T T-3" T-J' 6-T NAILING SCHEDULE 14'd- 4u'-0- 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 26-0' 56'-0" ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. FIRST FLOOR PLAN HEADER TO HEADER(FACE NAILED) 6d 6d 6"o.c.ALONG EDGES FLOOR FRAMING: _ JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END LEGEND. BLOCKI NG TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACHBLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST J013T Old LEDGER TO MEAM(TOE NAILED) 3-OJ 3-IDd FCR JOIGT O EXISTING WALLS BAND JOIST TO.IOIST(END NAILED) 3-16d 4-16d PER JOIST -- CONSTRUCTION TO BE REMOVED BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2.16d 3-16d PERFOOT ® NEW CONSTRUCTION ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD ©SMOKE DETECTOR RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10d 6"EDGE/6"FIELD ©CARBON MONOXIDE DETECTOR GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGE/6"FIELD W/STRUCTURALOUTLOOKERS ®HEAT DETECTOR GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD ^' CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD WALL SHEATHING: _ WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. 8d lod 3"EDGE/12"FIELD �1 1/2"&25132"FIBERBOARD PANELS 8d -- 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN V THICKNESS 10d 16d 6"EDGE/6"FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON ®EK® COTUIT BAY DESIGN, LLC ADDITION/REMODELING FOR, • THESEDRAWINGSPRIORTO DINGC NTR SCALE : DRAWING NO.: CONSTRUCTION,THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/411 MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION PH.(508)274-1l166 MULLEN RESIDENCE COMMENCESWITH ARE SOUT OLELY YIFOR NG THE A 1 FAX(50 )539"4O2 DESIGNER OF NY ERRORS OR OMISSIONS. OF THE OWNER NOTED.ANY OTHER USE OFE DATE : THESE 18 FRAZIER WAY, MARSTONS MILLS, MA ACTOF 19901NGS REQUIRES GHT PROTEC WRITTEN ION CONSENT OF THE DESIGNER UNDER THE 12/19/2017 ARCHITECTURAL COPYRIGHT PROTECTION TYP.PVC 1 x 8 RAKE BOARD W11 x 3 DRIP BOARD 12 MATCH w'J.y EXIST. I�IT '11Y TOP OF PLATE i�.. Y TY y r I441 74` ❑ ❑ P.PVC 1 x 1 TRIM I �r jJ� 1• I_ 11�1 - WI2'SILL '� I 17rrl I II III I�,l ill 1l ll.ir'I q rTri i`L•I,`I SUB t�[�flg-T{!--�'-��4t�IIrr,1�fI 1i�Jy I��iI„�`LlIiI�4}l�iTuII�IlI rtI if,t IL'y I±LL�f1,i1VlIf r"��T�I�,1rr'��,17 IhL �ryLiI l'DlTI l• i I �nIP�lIlI.l4ri1.Jp 1I. 1 � 0 0 rfI j I FIRST LOOP � FLOR lr ! 'BUY. .'�Y,JI!IJ�T4T FRONT ELEVATION -TVP.ASPHALT ROOF SHINGLES EW ROOFCOVER OVUERNEW ENTRY DOOR 12 � 12 2 Q 3 TYP.PVC1x.SFASCIA.FRIEZE. 10D EXIST. 8 SOFFITBOARDS'' I I TOP OF PLATE TOP OF PLATE 1 ,u- i I. L �fLL I L.ILII.II _L.LL_ II'•, lL L! 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' 1 l uU W�.U•!L l REAR ELEVATION 1� THE DESIGNER SHALL BE NOTIFIED IF ANY ®Q® NEW ADDITION/REMODELING FOR• ERRORS CONSTRUCTION.OMISSIONS ARE FOUND ON COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR TO STARTOF SCALE : DRAWING NO.: 43 BREWSTER ROAD WIIL BE RESPONSBLE FORING CON,T ECON ENTTOR MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION 1/4" 1/1_ COMMENCES WITHOUT NOTIFYING THE A 2 PH.(508)274-1166 L E N RESIDENCE DESIGNER WI GS ERRORS OR OMISSIONS. FAX(50 )539-9402 OF THE THESE OWNER NO ARETED SOLELVFER S R THE USE DATE 18 FRAZIER WAY, MARSTONS MILLS, MA ARCH T CTURAN NOTED.ANY PROTECTIOF THESE DRAWINGS REQUIRES THE WRITTEN CT CONSENT OF THE DESIGNER UNDER THE 12/19/2017 ARCHITECTURAL COPYRIGHT PROTECTION 4a<" 40'-0" r-T 2F-T 14'<' P.T.2 x 10 LEDGER BOARD SCREWED TO B SOLID BLOCKING W/(2)LEDGER-OK SCREWS B 1To.c.WI JOISTS HANGERS. 4'-0 A q4 2-P.T.2 n 8 BEAM _,- TOP.DCONCRETE FOUNDATION WALLS ---- PT.2x6s WI Tx 1T CONCRETE h 19 FOOTING T04'M BELOW BASEMENT GRADE W/KEY I - i f _ i !. P.T.2x6's 16"o.c. q l 0 4 iq — —— — 2 n 10's 16'o.c. VERIFY HEIGHT&IAREAWAY I J Fy IN THE FIELD TAILS j' DOUBLE ACCESS PANEL ------- OF OR RED BUILD 2x65TUD WALL wIPT CEDAR BUILT RACKETS TO �_- J BTM PLATE TO SUPPORT NEW JOISTSANSULATE NEW FLOOR SUPPORT ROOF OVERHANG NEW 12"IA.CONCRETE NEW JOISTS w1 R309'BATTS III O l soNDTUBES To 4'a' 3'�- ' CRAWLSPACE BASEMENT '�'� BELOW GRADE.USE 2"CONCRETE SLAB WI I Z BABE ON AEU IL POST A I 6 MIL POLY UINDERNEATH A \ __ JI 4 A 4 �i A ro I t A4 ' A4 EXIST.RIDGE N 152 101a' GARAGE m ry I 2x1 RIDGE_ (; o / P EXIST.RIDGE 3y l p 4 ry —_—_—_—_ ___ NEW ROOF TO cO tw I 3 BE BUILT OVER i • VERIFY EXIST.FOUND.WALL ry DEPTHS ADJUST NEW b w CRAWLSPACE AS REQUIRED I I 3'di- d NEW 2nB RAFTERS � I I TYP, i l l I i I NEW DORMER TO BE PICA 3 In-DIA. OVER-FRAMED ON TOP STEEL LALLY COLUMN OF NEW ROOF BASEMEN TYPICAL 3a x 30'x 12' III I III WINDOW C CONCRETE FOOTING IIJ�I � 4 EAM -- --- _______________ BASEMENT OLIDBLOCKING@48"o.c.INOUTSIDE WINDOW SOLID BLOCKING@4To.c.IN OUTSIDE TWO TWO JOIST BAYS AT ALL GABLE ENDS, RAFTER BAYS AT ALL GABLE ENDS.HOLD ALIGN lPANEL EDGES.TYP. BLOCKING DOWN 1"TO ALLOW FOR VENTILATION WHERE REQUIRED.ALIGN w/PANEL EDGES,TYP. 261 13'-T 261" 13'-T FOUNDATION/FRAMING PLAN ROOF FRAMING PLAN NOTES: 1.)ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.)USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS s-1 INSTALL SIT ANCHOR BOLTS AT5Toc MAX. 3. VERIFY GUTTER TYPE/LAYOUT OF PLAT D PLACE BOLTS WITHIN 6-IM SON BPS IOFEACH S )W/OWNERS OF PLATE CORNER ANDTOA8'MINIMUM DEPTH F___________� ❑' I TYPICAL ASPHALT z w INSTALL FLASHING UNDER �ROOF SHINGLES Z S I HOUSEINRAP 8 DECKING iv p n I WT CDX PLYWOOD SHEATHING io,�.O DECKING 2,10 RAFTERS 15k FELTPAPER USE SIMPSON H2.5A HURRICANE CLIPS WIND WASH AT ALL RAFTERS ENDS FLOOR JOISTS BARRIER SW WIDE ICEANATER SHIELD P.T.2 x 6s @ 16"o.c. ALUMINUM DRIP EDGE NEW PVC FASCIA.FRIEZE,8 SOFFIT BOARDS TO MATCH EXISTING INSTALL PEEL&STICK 1 x 3 STRAPPING WI RUBBER MEMBRANE 1W GYPSUM BOARD TW P.T.2n6SILL WI SEALER BE EENLEDGERBSHEATHING TYP.2"4 WALLS j I P.T.2 x 10 LEDGER BOARD SCREWED TO V. SOLID BLOCKING WI(2)LEDGERLOK SCREWS IT o.c.WI JOISTS HANGERS, DECK DETAIL DETAIL AT WALL SCALE:1/2"=1'-0" ANCHOR BOLT DETAIL THE DESIGNER SHALL BE NOTIFIED IF ANY E RORS OR OMISSIONS ARE®Q® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR• CONSTRUCTION,THE SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/411 — 1t-Otl MASHPEE ,MA. 02649 IN THESE DRAWINGS IF CONSTRUCT ON AA PH.(508)274-1166 M U L L E N RESIDENCE COMMENCES WITHOUT NOTIFYING THE FAX(50 )539 9402 DESIGNER OF ANY ERRORS OR OMISSIONS, THESE OWNERRAWINGSNOTED.OLELYFERTHEUSE DATE : 18 FRAZIER WAY MARSTONS MILLS MA OF THE OWNERNOTED. PROTECTION OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 12/19/2017 ' ARCHITECTURAL COPYRIGHT PROTECTION 1 ACT OF 1990. TYP.ROOF CONST. -2 x 10 ROOF RAFTERS @ 16"c.c. -SIB"CO%PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -ISLE.FELT PAPER -SATT INSULATION(Rd9) -2 v 12 RIDGE BOARD 2 v Bs @ 16"o.c. -SIMPSON H 2 SA HURRICANE CLIPS AT ALL RAFTER ENDS 12 -ICEI WATER SHIELD AT BOTTOM MATCH ST OF ROOF -PROP-A VENT BETWEEN RAFTERS EXIT. -WIND WASH BARRIERS 12 ALUMINUM DRIP EDGE Q 3 TOP OF PLATE 2 v 10's Q 16'o.c. TOP Of PLATE TYP.WALL CONST. TYP.n 1/2'GYP.BOARD /' YPE% a TYPE% ON 1 3 STRAPPING FIRECODE GWB ON FIRECODE GWB ON _ 1.2x 4 STUDS @16"o.c. z @16'o.c. WALLS B CEILING ALL58 CEILING 2.12"PLYWOOD SHEATHING 3.SPRAY FOAM INSULATION(R20) — LIVING BEDROOM EXIST. EXIST. NEW NEW w 1,II2'GYPSUM BOARD 5.W,C.SHINGLE SIDING GARAGE GARAGE CLOS., HALL 6,TYPAR EXTERIOR VAPOR BARRIER 4g 3TB IS PLYWOOD PS FIRST FLOOR UBFLOOR-GLUED B NAILED SOLID BLOCKING FIRST FLOOR OPTION:2 n 6 WALLS WI SUBFLOOR PT PLATE SUBFLOOR BATT INSULATION P T.2 x651L1 NEW 2n 10§ 16'o.c. ANCHORED WI SEALER TO SLAB VSP74 9-BATT INSULATION(R=30) 3-2 x 12 GIRT EXIST.GARAGE CRAWLSPACE FOUNDATION, E%ISTttPICAL312"DIA. VOUNDATION, FOUNDATIONTYP.B"CONCRETE STEEL LALLY COLUMN DETAILS C.FDNFOUNDATION WALLS "x1"WI6"x18"CONCRETE .4'0' FOOTINGTO4'0"BELOW BELOW GRADE GRADE W/KEY TYPICAL 3T n 3T n 12" L_J CONCRETE FOOTING P LY UN SLABWI6 MIL POLY UNDER nSECTION @ LIVING/BEDROOM SECTION @ HALL A4 A4 NEW 2.10 VALLEY(SLEEPER) NEW 2.10 RIDGE BOARD NEW 2n8 RAFTERS @ 16'o.c. NEW H2.5A TIES @ALL RAFTERS 12 1 TO BEAM EXIST.2_ NEW(2)Zx8 BEAM EACH SIDE 2 x 8 RAFTERS @ Cl W/PLYWOOD GUSSETS NEW DORMER RAKE,FASCIA.& SEE SECTION SOFFITT TRIM TO MATCH NEW 2x10 2 x 8's W/1 n 8 AZEK SEME EX IS TING MATERIALS&DETAILS RAFTERS FASCIA INSTALL NEW SOLID BLOCKING BEHIND NEW BRACKET LOCATI DNS AZEK BOARD O TYP.ROOF CONST. x )BR�KETNEW DININGBOARD SOFFIT 8 ROOF RAFTERS @ 16"o.c. -SIB'CO%PLVW000 ROOF SHEATHING -ASPHALT ROOF SHINGLES AZEK 1 x 8 FRIEZE -151-B.FELTPAPER -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS AZEK OR CEDAR 3' -ICEIWATER SHIELDATBOTTOM 2x10 FLOOR JOISTS 16"o.c. THICK BRACKET ]'0'OF ROOF BOLTED TO HOUSE -WIND WASH BARRIERS WI TIMBERLOK -ALUMINUM DRIP EDGE SCREWS TO SOLID BLOCKING T<. TYPICAL BRACKET / OVERHANG DETAIL (: SECTION @ NEW ENTRY ROOF SCALE: 1/2"=V-0° A4 THE DESIGNER SHALL BE NOTIFIED IF ANY ERROR®Q® FOUND COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: CONSTRUCTION.OR HEBUILIONSR INGCONON F SCALE : DRAWING NO.: O 43 BREWSTER ROAD WILL E RESPONSIBLE FOR THE CONTENT TOR IN THESE DRAWINGS IF CONSTRUCTION 1/4" MASHPEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH.(50d274f-1166 MULLEN RESIDENCE A4 FAX(50 )539-9402 DESIGNER OF ANV ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE OMER 18 FRAZIER WAY MARSTONS MILLS MA CONSENT ETOFTHEDESI NEV OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 12/19/2017 ' ARCHITECTURAL COPYRIGHT PROTECTION 1 ACT OF 1990. Cb A LOT > Alr IP wgkFeY ZONMB OMN"LIN ROAD 0 Z PROJECT LOCATION N63 6;I� FRAZIER WAY Q N 28 w_ Q LOT 6 LOTS MOWS Lrr LOCUS MAP VEGETATION 184.900.t Sir. � NOT TO SCALE o •- 3' w o Z8' DGE VEGETATION LEGEND 68.2 p1 4N �' PA 68.1 9 ----64 ---- EXIS77NG 2' CONTOUR _ 63.4 68.6 I RUSH +65.5 EX/STING SPOT ELEVATION 6 67.3 88 �\ 67.4 l I \\ FOND CONCRETE BOUND rn \ \ Gee \\ \\ Y\ FF. 697 I 67.8 \ \ s2.s \ \ DRIIA 68.2 + \ \ I� pP \ N 68.4 NAIL 63 02 67.6 ` -M� GENERAL NOTES.-, \ \\ • � � '�`'�O�O \l ExlsnNc 18 5 I 1. HOUSE NUMBER. 62.6 \ 37' ONC, E 68.4 I SEPTIC SYSTEM \ Ews Ida G' (LOCATION 2. ASSESSOR'S INFORMA IION. MAP 57, PARCEL 6, LOT 2 H�'E05g APPROXIMATE) ss.o J. FLOOD ZONE X `PANEL NO. 250001 0543 J (711 612 0 1 4) c\ \\ LAWN \ - 68 4. ZONING DISTRICT RF CB/DH 66.3 5. OVERLAY DISTRICTS• AOUInER PROTECTION DISTRICT & RESOURCE PROTECTION DISTRICT 67' N� //-_ - ---- -66-- FOUND 6. LOT COVERAGE BY 6s.7 z ; 64.3 66f _ _ �aw A. EXISTING STRUCTURES.• 1,606 S.F./ 22,900 S.F. = ZOX S. 'Io B. EXISTING & PROPOSED STRUCTURES.• 2,288 S.F./ 22,900 SF. = 10.0z 62.3 \ \ 64.7 OF 7 INFORMATION COMPILED FROM AN ON THE GROUND SURVEY / 63.6 CONCRETEP DON /// 8. ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 19M IN 1 TEL. o rn 62.1 CABLE CATCH 62.0 SITE PLAN BASIN 91"N FOR -0 CATCH 62.1 BASIN LOT 3 PA ULA MULLEN N #18 FRAZIER WA Y A4TArCX I & "Cd AACAWAUJU MARSTONS MILLS, MA Scale: 1 "=20' Date: AUGUST 10, 2017 H of At4 SS�oyG Xarwick & Associates Inc. ,v GARY S.LA BRIE DRAMS)'. LAC RdN A47E. Q9110117 � NO.40039 y 6.f County Road Box 801 20 0 /0 20 4v F�, North Falmouth, Mass 02556 " 4. A EC19V 811: G& ShffT 1 or f ' 'qt t (508) 563 - 7777 P.•/Land ProjWfe 2004jSSf7MjdwV1SW704dV.dbV SCALE I IN V = 20 fFEr a9 17