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HomeMy WebLinkAbout0187 BAY LANE - Health Centerville4' '" ,- �-, 0-11l S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE MIN,RECYCLED INITIATIVE CONTENTIU% CertlfiedRberSourcing POST-CONSUMER wwwsriprogrom.org SFWIM MADE W USA GET ORGANIZED AT SMEAD-COM Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments gin; M 187 Bay Lane Property Address IQ NST Fleetwing Investment Trust ' Owner Owner's Name °�? information is -Q required for every Centerville Ma 02632 5-9-17 X., page. City/Town State Zip Code Date of Inspection 1*a"-• Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms �l �0�3 DSO on the computer, use only the tab 1. Inspector: key to move your cursor-do not Matthew Gilfoy _ use the return Name of Inspector key. B&B Excavation rab Company Name 374 Route 130 Company Address Sandwich _ Ma 02563 City/Town State Zip Code (508)477-0653 SI 13640 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority _ 5-9-17 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 /004 �� Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 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: System was in working order at time of inspection. Laundry was capped and abandoned as it was not hooked into system. No laundry is hooked up at this time. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ® Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: *' This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No El ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ®NA ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): No design Number of bedrooms (Actual) _3 plans DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): NA l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments '-I y 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d See below 9 ( Y 9 (gP ))� Detail: 2015- 14 000gallons 2016-22 000gallons Sump pump? ❑ Yes ® No Last date of occupancy: Summer`16 Date Commercial/Industrial Flow Conditions: Type of Establishment: NA Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Owner- last pumped 2015 Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Unknown due to lack of record Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2 feet Material of construction: S ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: Town feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallons Sludge depth: 6 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is Centerville Ma 02632 5-9-17 required for every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness 0 11 Distance from top of scum to top of outlet tee or baffle NS Distance from bottom of scum to bottom of outlet tee or baffle NS 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.): Tank was in working order at time of inspection with liquid level equal to outlet invert. Tank is not in need of pumping at this time but should be pumped every two years for maintenance. Grease Trap (locate on site plan): Depth below grade: NA p g feet 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: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is Centerville Ma 02632 5-9-17 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: NA Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 40 187 Bay Lane M Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 11 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 was in working order at time of inspection with no sign of past backup or carry over. I Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): NA * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: i t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: (1) 6'x6' ❑ 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 was in working order at time of inspection. No high staining, damp soils or lush vegetation were present. Pit was dry when opened. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration NA Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 c Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° 187 Bay Lane M Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. Citylfown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: NA Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 0 187 Bay Lane M Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately FRONT B Driveway 2 1 Al-32'9" B1-38' A2-.28' B2.22' A3-25' B3-16'6" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 187 Bay Lane Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: >1 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: Spoke with BOH agent ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: The bottom of the dry leach pit was shot with a transit and transferred to the rear of the property. The bottom of the leach pit was greater than V above the high tide marker showing the bottom of leaching is not in groundwater. Results were discussed with a Board of Health agent. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° 187 Bay Lane M Property Address NST Fleetwing Investment Trust Owner Owner's Name information is required for every Centerville Ma 02632 5-9-17 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 C A7 26'-0" 16,0" t 4 Q B o � I A A7 A7 NEW. 4'-111/2"' 4'-1,1n" DECK 42'-0" BALCONY - ll ANDERSEN a m FWG80611 —-I SINK --L I 2'0"x 6'6" �.I — I TFRENCHWOOD o ELECTRICAL DW I PANEL CLOS. 2'0'x 66' EXIST. I ——— EXIST.. 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Iu.J1 FENESTRATION SKYLIGHT CEILWG WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB DRAWL SPACE WAU LEGEND: s U�AGI'OR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE RUE R-VALUE 0m AMASS M END. 0.55 1 49 1 20m13.5 30 t5(19 t0([FT.PEEP) 15H9 ©SMOKE DETECTOR NOTES: .`'i „rQ V!�� ©CARBON MONOXIDE DETECTOR O EXISTING WALLS 1.R-VA15119 MEANS MINIMUMS I INSULATORS AREED MAXIMUMS. �I j �— CONSTRUCTION TO BE REMOVED 2.15FTHEHOMEORR=19CONTINUOUSSULA IONCAVITYATT EIN ON THEINTERIOR TIOR ORBASEMENT EXTERNTWA OR L__J OF THE HOME OR R=191NSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL p/� t ®HEAT DETECTOR NEW CONSTRUCTION 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 3 f;dn(INS/ 4.13-5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR JJ��(/ &R13 CAVITY INSULATION -Q��S��%a COTUIT BAY DESIGN, LLC 1�1EVV AD®ITIONiREMODELING FOR• ITMEDESIGNERSWLLBENOTIFIEDIFANY SCALE : DRAWING NO. : `{V OF M4S,,4n" I ERRORS OR OMISSIONS ARE FOUND ON �p -yG THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD 3 ELE IKONSTERESONSIBLEF RTHECDING CONTENT CONTRACTOR 1/4" = 1'-0" p- M1G�II.Q WILL BE RESPONSIBLE FOR THE CONTENT GU'TL N I IN THESE DRAWINGS IF CONSTRUCTION 18 7 BAY LANE gTRU III DESIGNER F MY OUT ERRORS R NG OMISSIONS DATE MASHPEE MA. 02649 a MD 'T DESIGNER OF ANY ERRORS OROMISSIONS. gE015't`''P�p� II OF THE THE E OWNER NOTED.ANY OTHER USE OFY FOR THE 1. PH. (508 274-1166 PL� TONSEHTO E UIRE UHEERWTI'T'1EEN A 1 FAX (508) 539-9402 CENTERVILLE MA �/ ITECTURALCOPYRIGHTPRORTHEN 9/18/2018 - V h ACT OF 1990. ' V i NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING TOP OF PLATE F 12 I ttt NEW PVC FASCIA,FRIEZE, S.F. -SOFFIT BOARDS TO / \ SUBFLOOR MATCH EXISTING 2 TOP OF PLATE �3 I Jl1 11JL J- I_. L _Il ,.IL ,1- ' F TTIIITT III -71 ETTA , ! I ®I I'IT - - El I ® ® I ® { TOP OFUU1 TT j4uu uuuu FOUND. I. NEW CARRIAGE HOUSE STYLE O.H.DOORS VERIFY ALL DETAILS NOTES: FRONT E L E VAT I O N ' INlOWNERS 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 12 2.-) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 12 D ,z DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 12 4 NEW PVC RAKE BOARDS FIRST FLOOR TO BE 6-11"ABOVE SUBFLOOR s TO MATCH EXISTING� 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 5.) 110 MPH EXPOSURE C WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, o \ NEW PVC CORNERBOARDS OR HORIZONTALLY W!BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING TO MATCH EXISTING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD i' NEW PVC 1 x 4 TRIM W/2"SILL 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS . XIST 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF NEW W.C.SHINGLE SIDING TO MATCH EXISTING ALL SIMPSON COMPONENTS ! 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI TOP OF PLATE 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE ilMI DURING FRAMING CONSTRUCTION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE r NEW AZEK OR 'n CEDAR BRACKETS MITI TINT 111TH 111111 NEW CABLE RAILING 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED w (SEE DETAIL) NEW S.S.S S.C BLEPOS R I➢RAILING PVC 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY CASING EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. FIRST FLOOR SUBFLOOR II 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTEDI pull 16.)THIS PROPERTY IS IN AN AE FLOOD ZONE ELEVATION 12.0' RIGHT ELEVATION THEOESIOROIAI HAONSARELL BE TIFIEOIF ANY SCALE :DRAWING NO. [� NEW ADDITION REMODELING FOR• ERRORS CONSTRUCTION. HEBUI DINGGODON COTUIT BAY DESIGN. LLC THESE DRAWINGS PRIOR TO START OF W LL BE RESPONSIBLE FORITHE CON��R 1/4" = 1 I-01I 'I. 43 BRE WSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION I /� L� (� 18 7 BAY LA N E OF THE WITHOUT NOTIFYING THE II MASHPEE MA, 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. DATE : TH SE NGS ARE SOLELI FOR THE US PH. (508 274-1166 OF THE OWNER NOTED.ANY OTHER USE OF E � A FAX (50 ) 539-9402 ITHEBEDRAWNGBREDDIREG HEWRfEN 9/18/2018 CENTERVILLE, MA CRCHITE OF THE DESIGNER UNDER PROTECTION ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 19M, TOP OF PLATE ?I I I I NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING � I ; 1 I 11 IT] NEW PVC FASCIA,FRIEZE, SUB &SOFFIT BOARDS TO S.F. FLO R MATCH EXISTING TOP OF I PLATE .4111111 I 11 ❑ a r u I I N v I - I I IT if 1111 i 0 I I I IT TOP OF ...m.-,�.,.....,.�.............d.. -_` - - 1 - FOUND. o o oa SINGLE SMARNENTS I 1 I NEW ACCESS DOORS FOR CRAWLSPACE REAR ELEVATION I-----_� 12 NEW PVC RAKE BOARDS q TO MATCH EXISTING 9 12 TOP OF 111111, ll I 5 PLATE j j! II iI ® - NEW PVC CORNERBOARDS I If TO MATCH EXISTING I I, NEW PVC 1 x 4 TRIM WI k12 2"SILL II I NEW W.C.SHINGLE SIDING TO MATCH EXISTING II fill S.F. SUBFLOOR II TOP OF PLATE _- Ill !fill Illillill II Hill I I I T 11 III-Ill 11 1 n ; I I I11 IT 1 11 IT 11 H IT 11 if ITT 111111 liltI I i I I I I I TOP OF FOUND_ LEFT ELEVATION FIED IF II THE DES:ERRORSIGNER OR OMISSIONS ARE S-L BE POUND ON'Y SCALE : i DRAWING NO. : I \ COTUIT BAY DESIGN, L�LC NEW ADDITION/REMODELING FOR: i'..CONSTRUCTION. THE BUILDING COW OR TO START OF 1��\l 43 BREWSTER ROAD i,11 ILL BERESPONSIBLE FOR THE CONTENT TOR 1/4" = V-0" MASHPEE MA. 02649 1 87 BAY LANE DESIGNER OFAN E RORSOR UCTION OMISSIONS, i.COMMENCES WITHOUT NOTIFYING THE L.J �+�+ "DESIGNEROFANY ERRORS O OMISSIONS. DATE : 1 PH. (5O8 274-11 VV THESE DRAWINGS ARE SOLELY FOR THE USE TE TH THE RAWIN S REO.ANY OTHER USE Of FAX (50�) 539-9402 CENTERVlLLE MA THE MITSE CTUINGSREYRIRESTHETECTION 9/18/2018 CONSENT OF THE DESIGNER UNDER THE � A3 ARCHITECTURAL COPYRIGHT PROTECTION :!I ACT OF 1990. I` 6-12" INSTALL 5/8"ANCHOR BOLTS A 24"o%.MAX. F FROM END WI SIMPSON BPS 518-3 BEARIN�l' fES PLACE BOLTS WITHIN 6"-15"OF EACH OF PLATE CORNER AND TO A 8"MINIMUM DEPTH = C El� P.T.2 x 6 SILL WfSEALER I - 21._0,: 21:_0:, - z g 0 Oo Z 10"DIA.CONCRETE SONOTUBES T-0" 7'-0" T-0" 6 ILO N �' "�•� p Wl 24"DIA.BIGFOOT FOOTINGS UNDERNEATH TO 4'0"BELOW - GRADE.USE SIMPSON ZMAX ABU66 POST BASE W/5/8"DIA. C .FASTEN JOISTS TO BEAM , J-STYLE BOLT TWESIMPSON ZMAX H2.5A NEW ADDITION ANCHOR BOLT DETAIL - iv 3-P.T.2 x 8 BEAM \ \ / SCALE: 1/2"= 1'-0" i 26-0" B o P.T.2 x 8's @ 16 o.c. o A7 26'-0" o 0 42'-0" -01/2' 9'-11, 3'-01/2" A A7 NEW P.T.2 x 8's 16"c.c. All:- - ---I ---------- --- — — — —— o WI MID-SPAN BL CKING U :"4r'U t•'�'. i -------- -------- - ! a5'-0" 6'-01 4'111/2" DROP TOP OF WALL ———— — — — — — — I AT ENTRY DOOR o I SM TV--I FT o OO -S E :J ' P T 2 x 10 LEDGER BOARD SCREWED TO o �t SOLID BLOCKING Wl(2)LEDGERLOK SCREWS I - 16"c.c.WIZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTTIZ eo I TENSION TIES AT(4)LOCATIONS NEW 8"CONC ETE FOUNDATION �Uy. FROM HOUSE TO DECK JOIST w WALLS W CONCRETE (1)EACH END w ( ( I I FOOTINGS TO 4'0"BELOW GRADE O u EXIST. I - I INSTALL(2)#4 HORIZONTAL BARS o BASEMENT i. AT TOP&WOPbE OF WALL,2"CLEAR I 0 NEW 0 I I ( GARAGE COLUMN W/30"x 30"x 101' I I CONCRETE FOOTING 4"CONCRETE SLAB W/ 4J, I�.f - W ,}1 G RT I I 6 x 6 WWF IN THE TOP 1" a l52x4GIRT _ SLOPE TOWARDS O.H.DOORS m _ I I 4'-6" --- ---�'------0------ - ------ 0 - --- 7EAMW/10 MIL POLY UNDER I I EL. 12.0' I I I T F ABU66 POSTS BASE&I ACED ST CAPS W/MID SPAN BLOCKING c- TOP OF FOUND. 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I N V P LA N W W S WON ETCONCRETEION .� FOOTINGS TO 4'0"BELOW GRADE INSTALL(2)#4 HORIZONTAL BARS AT TOP-&-MHM -E OF WALL,2"CLEAR COTUIT BAY DESIGN, LLC NEW ADDITION/REIVIODELING FOR: t, THE DESIGNER N,THE BUILDING NOTIFIED IF ANY SCALE : n^ '!ERRORS DRAWINGS OMISSIONS ARE FOUND ON I DRAWING NO. . 2� MICAS LE V� ERRORSTHESE OROMIIONSAE PRIOR TO START OF s Ol)OILO I!CONSTRUCTION.THE BUILDING CON RAC OR 1/4'" - 1'-011 43 BREWSTER ROAD STA„CT�RnL m IN THESLL BE DRAWL GS FOR THE CTION T MASHPEE ,MA. 02649 187 BAY LANE ,� W DESIGNER OF E RORSOR O"'ISS S 'COMIMENCES WITHDIIF CONS E l THE //AA�� 4. ,DESIGNER OF ANY ERRORS OR OMISSIONS. DATE �� FGISYE � THESE DRA4VING5 ARE SOLELY FOR THE USE SIONPt '',OF TFIE OWNER NOTED.ANY OTHER USE OF PH. (508 274-1166 C THESE SEDRANT WIINGSREQUIRES THE E UIRESTHE NER OEWR�N 9/18/2018 FAX (50�) 539-9402 C E N T E RV I L L E, MA t��._ ` ARCCHITECHITEC I AC . TURAL COPYRIGHT PROTECTION 26-0" 1 NAILING SCHEDULE SOLID BLOCKING IN THE A 1 110 MPH EXPOSURE C WIND ZONE OUTSIDE TWO JOIST BAYS I INSTALL FLASHING UNDER AT 48"ox I HSTALLF FLASHING JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 3-2 x6 HDR. - ROOF FRAMING: 11 _ DECKING BLOCKING TO RAFTER IT NAILED) 2-Btl 2-tOtl EACH END 2 J )21•1J I RIM BOARD TO RAFTER(END NAILED) 2.16 d 3-16d EACH END WALL FRAMING: FLOOR JOISTS TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS T.2 x 8's @ 16"o.c.. STUD TO STUD(:ACE NAILED) 2-16 d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d t6tl 1fi"o.c.ALONG EDGES 2 x 10's 16"o.c. W/MID-SPAN BL CKI FLOOR FRAMING: G JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 4 INSTALL PEEL&STICK BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END ——— RUBBER MEMBRANE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK BETWEEN LEDGER& LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4.16d EACH JOIST SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(ENO NAILED) 3-16d 4.16d PER JOIST —— P.]..2 x 6 LEDGER BOARD SCREWED TO BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT SOLID BLOCKING W/(2)LEDGERLOK SCREWS 16"o.c.W/ZMAX LU210 JOISTS HANGERS ROOF SHEATHING. 21,8" 4'3" INSTALL SIMPSON DTTlZ WOOD STRUCTURAL PANELS(PLYWOOD) 6 x 8 WOOD BEA j TENSION TIES AT(4)LOCATIONS RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD UNDER EACH FROM HOUSE TO DECK JOIST RAFTERS OR TRUSSES SPACED OVER 16"D.C. Ed 10d 4"EDGE/4"FIELD o END OF BEAM I NEW 4-1 3/4"x 16"LVL BEAM (1)EACH END GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS Ed 10d 6"EDGE/6"FIELD DECK DETAIL W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4"EDGE/4"FIELD J m CEILING SHEATHING O GYPSUM WALLBOARD 5d --- 7"EDGE/10"FIELD j WALL SHEATHING: i —WOOD STRUCTURAL PANELS(PLY — STUDS SPACED UP TO 24"o.c. 8d 10tl 6"EDGE/12"FIELD 112"&25132"FIBERBOARD PANELS Btl 3"EDGE/6"FIELD q 1/2"GYPSUM WALLBOARD 5d --- 7"EDGE/10"FIELD FLOOR SHEATHING: J J WOOD STRUCTURAL PANELS(PLYWOOD) m m. 1"OR LESS THICKNESS Bd tOtl 6"EDGE/12"FIELD O O — GREATER THAN 1"THICKNESS 10d i6d 6"EDGE/6"FIELD I L] 26'-4" I I - IT,.� 2'0" 24'4" 6-12" INSTALL 5/8"ANCHOR BOLTS AT 24"o c.MAX. 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(508 274-1166 HfGISs� V TIIFSFE OWNER NCTEDS ARE S NYOTHER THE USE �� I H THE OWNER NOTED.ANY OTHER USE OF //m� ., f I�'I HESE DRAWINGS REQUIRES THE WRITTEN SIGNER LIND 9/18/2018 FAX (50 ) 539-9402 C E N T E RV I L L E MA !(. / � ER THE � ARCHITECTURAL CONT OF THE EPYRIGHT PROTECTION (/ F•-"' ACT OF 1WO r 26'-0" 2'-0" 24'4" (SHED DORMER) 1 B • A7 A A7 3K.1J 3-2x8HDR. 3K,1J 3K,1J 3-2x H R. 3K,1J 4 J ll✓7 L r— I 2-1 3/4"x 7 114'LVL HDR. - I 3K,1J 3K.1J w �Zz _ �m O w 1 THIS WALL TO REMAIN SHEATHED old, p — I AS A SHEAR WALL#2 �= aZ O ¢ v 0 THIS WALL TO REMAIN SHEATHED 1 F m o AS A SHEAR WALL#1 / O w 1 4 x 4 POST FROM RIDGE �Z0Lu 1� L— I DOWN TO 2-1314"x71/4"LVL x O w e HEADER UNDER EACH END O S W Y - ---�--- OF NEW RIDGEBEAM NEW 3-1 3/4"x 18"LVL OR 1 b 4-1 3/4"x 16"LVL RIDGEBEAM y1"x(6 I 4"x 8 POST FROM RIDGE 'yam^_-_�' DOWN TO FOUNDATION EXISTING RIDGE BOARD _ NEW 2-1 3/4"x 11 718"LVL RIDGEBEAM Y / I _____________—___—_______ 4 - u o 2J 2J 1J x M SOLID BLOCKING IN THE OUTSIDE TWO RAFTER BAYS AT 48"ox,TH _. c U Ij I B (SHED DORMER) 26'-0" 42.-U' ROOF FRAMING PLAN TYPICAL ASPHALT NOTES: ROOF SHINGLES 1.) 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(5O8 274-1166 ryO S5roN4P�I2 ,OFTE OWNER S ARE NOTEDSOLELY ANY HEFOR USTHE 01 DATE :,THESE THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN 4 :�CONSENT OF THE DESIGNER UNDER THE 9/18/2018 FAX (50 ) 539-9402 C E N T E RV I L L E, MA ,:'��.�f. ;,� - i AARCHITECTURAL U COPYRIGHT PROTECTION A6 y. 2xUs@16"o.c 12 TYP. ROOF CONST. 5� e-P(P, / \ a 4 -2 x 10 ROOF RAFTERS @ 16"O.C.5/8"CDX PLYWOOD ROOF SHEATHING \ \ASPHALT ROOF SHINGLES GYP.BOARD \ \ TOP OF PLATE -15LB.FELT PAPER / /ON 1 x 3 STRAPPING \ \ -SPRAY FOAM INSULATION / / @ 16"o.c. \ \ 12 @ SLOPED CEILINGS(R=49) / / \ 12 2-1 3/4"x 11 7/8"LVL RIDGEBEAM -2-1 314"x 16"LVL RIDGEBEAM SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS / / \ \ -LN -ICE/WATER SHIELD AT BOTTOM 3'-0" / NEW \ _ NEW 2 x 6's @ 16"o.c. 3'0"OF ROOF i / GAMEROOM \\\\ -PROP-A VENT BETWEEN RAFTERS -WIND WASH BARRIERS / \ \ 12 -ALUMINUM DRIP EDGE i 3/4"T&G PLYWOOD \\ MATC SOLID BLOCKING SOLID BLOCK, G SUBFLOOR-GLUED 8 NAI�ED SECOND FLOOR EXIST NON-BEARING FRAME OPTIONAL 2 x 5 WALLS ATTACH TO STRAPPING WIN SUBFLOOR W/ONE TOPPLATE 2 x 10'S @ 16"D.C. 2 x 10'S @ 16"o.c. TOP QF PLATE TOP OF PLATE _ TYP. WALL CONST. TYP. WALL CONST. 9"BATT INSULATION(R=30) 2 1.2 x 4 STUDS @ 16"o.c. 1.2 x 6 STUDS @ 16"o.c. 3-1 3/4"x 11 7/8" 5/8"FIRECODE GYP,BID E 2.1/2"PLYWOOD SHEATHING 2.12 .1/2"PLYWOOD SHEATHING MULTI LVL HEADER ON 1 x 3 STRAPPING @ 1E" Z 3.(R=20)SPRAY FOAM INSULATION 3.6"(R=21)BATT INSULATION 4-1 3/4"x 16"LVL BEAM o.c.IN GARAGE F= 4.1/2"GYPSUM BOARD 4.17'GYPSUM BOARD w - 5.W.C.SHINGLE SIDING 'GARAGE w Q 6.TYPARHINGLE EXTERIORING VAPOR BARRIER 6.TYPAR EXTERIOR VAPOR BARRIER F 4 W.I.C. BEDROOM z NEW S.S.CABLE RAILING (4"CONC.SLAB FIRST FLOOR SOLID BLOCKING _ PITCH FIRST FLOOR VERIFY DECKING MATERIAL O.H.DOORS — W/6 x 6 WWF EMBEDDED SUBFLOOR SUBFLOOR W/OWNERS AE FLOOD 20NE B.F.E.EL.12.0' TOP OF FOUND.EL.12.5' 'EL.12.5' ljl 2 x @ 16"o.c. L P.T.2 xffs @ 16"o.c. AE FLOOD ZONE IB F.t tL_12.0't -a _____ _ __ 3-2 x 1 GIRT ___ 3-1 3/"x 5 1Y2"LVL HDR. NEW SPRAY FOAM s o INSULATION(R30) p.T.6 x 6 POST W/SIMPSON ALL MATERIAL IN THE FLOOD ZONE NEW "CONCRETE FOUNDATION CRAWLS PACE ABU66 POST BASE&ACES '" TOLL WATER RESISTANT W/P.T. WALLS W7 10"x 20"CONCRETE 4 0 "1 WALL FRAMING FOOTINGS TO#4 HORIZONTAL BELOW GRADE POST CAP P.T.2 x 6 WALLS INSTALL(2)#4 HORIZONTAL BARS AT TOP,§#H15i E OF WALL -W i q SECTION @ GARAGE L_—I`CONCRETEF 30"OTT 1V! on-Noun G CONCRETE FOOTING 4"CONCRETE SLAB W/ 4 A7 10 MIL POLY UNDER 1 P.T.2 x 8 LEDGER BOARD SCREWED TO 16"oIDC.WOZMAXLU28J)ISDTSGERLOK HANGERSRE SECTION @ W.I.C./SED-ROOM 1 _ INSTALL SIMPSON DTT1Z TENSION TIES A7 I AT(4)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END INSTALL FLASHING UNDER I HOUSEWRAP&DECKING P.T.RAILINGS&DECKING DECKING I � FLOOR JOISTS - 0 _ P.T.2 x 8's @ 16"o.c. � ;]".2 x 8's @ 16"o.c. PVC 1 x 8 FASCIA INSTALL PEEL 1,STICK __ RUBBER MEMBRANE AE FLOOD ZONE EL.12.0' 3-P.T.2 x 10 BEAM BETWEEN LEDGER& SHEATHING P.T.4 x 4 KNEES- FASTEN JOISTS TO BEAMS W/SIMPSON ZMAX H2.5A P.T.2 x 8 LEDGER BOARD SCREWED TO TIES SOLID BLOCKING W/(2)LEDGERLOK SCREWS EL.8.0' 16"o.c.W/ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTTIZ TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END,EQUALLY SPACED c v DECK DETAIL P.T.6 x 6 POSTS ON 10"DIA.CONCRETE SECTION @DECK SIMPSON ZMAX04'S,S.AO66POSTOUSES C UNDER N UNDERNEATH OR S.S.ABU66 POST BASE A7 W/5/8"DIA.J-STYLE BOLT&AC6 OR ACE6 POST CAPS OR LPC SERIES Ea E:K COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR, µELcn' TTHESE HE DESIGNER DRAWINGSPMOENOSTARIIOF SCALE : IDRAWINGNO. : SY OF ERRORS OR OMISSIONS OR ARE TO FODUN,D ON �Q: E GU' CONSTRUCTION.THE BUILDING CONTRACTOR 11 1 11 j, ,Z M10 ILO 'N WILL BE RESPONSIBLE FOR THE CONTENT 1/4 = 1 -0 43 BREWSTER ROAD g GUDI�IPL VIN THESE DRAWINGS IFCONS'fRUCT10N I AA MASHPEE MA. 02649 '( 87 BAY LANE q S(N� O1AO COMMENCES WITHOUT SOLELY,FOR TH �� PH, (508 274-1166 � DESIGNER OF ANY ERRORS OR OMISSIONS. 4. �i ,THESE DRAWINGS ARE SOLELY FOR THE USE DATE C G (] (('�� AFGISZEP I OF I HE OWNER NOTED.ANY OTHER USE OF FES FAX (5O ) 539—�7402 A c) �SSIONPt „CONSENTRO ITHEDESIIG ENGS ERLINDS THE ERTH N 9/18/2018 C E N T E RV I L L S �• ' .��� ITV LA QW ART OFECNTDURAL COPYRIGHT PROTECTION 42'-0" NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I �J &DIMENSIONS IN THE FIELD ------112,_1Q„ I I 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, q 12'0"x6'8"i000BLE --- I DETAILS,&FINISHES IN THE FIELD WITH OWNER Al FRENCH SLIDING 3'5" 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DOOR I I FIRST FLOOR TO MATCH EXISTING RAILING 1 7'1"x 3'5"TRIPLE CASEMENT WINDOW EXIST. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 3K,2J n 3 ,2J --- STATE BUILDING CODE, 9TH EDITION AMENDEMENT&IRC2015 2-1 3/4"x 7 1/4"LVL HEADER O ; J SINK I I 5.) 110 MPH EXPOSURE C WIND ZONE W/1/2"x 7"STEEL FLITCH PLATFn I DW I ` 11 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, REMOD. I 3 01 OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ------ KITCHEN 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD LIVING ----- i (VERIFY KITCHEN I EXIST. 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS IL--- LAYOUT W/OWNER) I O BEDROOM Ln LIVING I x 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF F---- Ij DOUBLE FLOOR OQ� w ALL SIMPSON COMPONENTS INFILL STAIR OPENING 1 r---q 7 li JOIST UNDER NEW RANG W/NEW JOISTS TO IF ISLAND 3'-6" 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS&SLABS MATCH EXISTING��-- i i ————— TO BE 3000 PSI L___ L_____i _ _____1 REFI 11.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE l i I DURING FRAMING CONSTRUCTION 7 0 I I 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE o NEW 2 x 12 RIDGE BOARD ABOVE L E. -----' '—'�`�—' --�""�`� —' 13.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY LINE TRIPLOEF FLAT CEILING 2xl CEILING I STAIR o 11 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION N (VAULTED CEILING) JOISTS I I o �:1 c INSTALLER/CONTRACTOR. W - --------- L �----------------� II � EXIST. REMOP ;; CL S. BEDROOM W DININ N REMO w. BATH NEW 2 x 12 RIDGE BOARD 2K,2J 21 21 11 2K,2J B ARVEY HARVEY 1 HARVEY EXIST. EXIST. NEW 2 x 6's @ 16"o.c. 2'6"x 4'5" 2'6"x 4'5"1 2'6"x 4'5" �H OH DH NEW MASONRY I NEW BATT INSULATION(R49) I PLATFORM MIN. 12 A L_--- ----U 36"DEPTH EXIST. Al NEW 2 x 10's @ 16"D.C. TOPOF PLATE ------------------------ ------------------- ---- -- -- -------- ------------------- ------------------- 7-2 2-9 2-9 8-4 NEW SPRAY FOAM NEW 1l2"GYPSUM BOARD INSULATION(R49) ON 1 x 3 STRAPPING AT 18"o.c. REMOVE EXIST. 42'-0" 2 x 6 C.J. C FIRST FLOOR PLAN DINING LIVING LEGEND. FIRST FLOOR SUBFLOOR Ll 0 EXISTING WALLS 000000 2x8's@16"D.C. 2x6s@16"D.C. —, CONSTRUCTION TO BE REMOVED NEW SPRAY FOAM EXIST.S-2x4GIRT L--J _ INSUALTION(R30) IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS NEW CONSTRUCTION pA Ex1sT.LALLYcoLUMNs CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION BASEM ENT TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ®SMOKE DETECTOR EXIST.CMU FOUND. FENESTRATION SKYLIGHT CEILING WOODFRAMEDWAL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WAL WALLS U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE ®CARBON MONOXIDE DETECTOR 0,30 MASS. 0.55 49 20 or 13+5 30 15119 10(4 FT.DEEP) 15/19 ASMEND, NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4.13+5 MEANSNS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR SECTION a DINING/L I V I N G &R13 CAVITY INSULATION Al NOTI a COTU IT BAY DESIGN, LLC NEW REMODELING FOR• THE DESIGNER nON.THEBUI DING CONTRACTOR SCALE : DRAWING NO. . ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CON 43 BREWSTER ROAD ' WTHESEDRAWIN S1 ONSTRUCONTENT TOft 1/411 - 1'-0" MAS H P E E MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION 187 BAY LANE COMMENCES WITH NGSARTNOLEYFORTH DATE 1 T DESIGNER F T E DRAWINGS ARE SOLELY OMISSIO USEE USSE C Q Gc THESE THE OWNER NOTED.ANY OTHER USE OF PH. 0 274-1 1 VC1 A CONSENT OF REQUIRES SIGNER NE RTHEMITTEN 1/17/2018 C G C E N T E R V I L L E, M• � CONSENTTU THE DESIGNER UNDER THE Al FAX (rJO ) 539-9402 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.