Loading...
HomeMy WebLinkAbout0050 MARSTON AVENUE - Health 50 Marston Ave ; Hyannis A=288 -097 i llVS.P_T C Tl0jV .PLAN APPLICANT: MAXWELL TOWN: HYANNIS N/F _ kReiroNIj - .00' b /F Q � v � LOT 1 LOT 2 o ti #50 == Q Q LOT 3 A � p/AA.r1.aa / O� / �1Ej STE°HEOWLE N n V Z D D �� to- FLOOD PANEL: 250001 0006 D FLOOD, ZONE: "C&B" DATE MAP REVISED: 7/2/1992 I HEREBY CERTIFY THAT-THIS MORTGAGE INSPECTION PLAN HAS BEEN PREPARED FOR: DATE: 5/l/1 2 SCALE: 1 n = 40' CAPE COD COOPERATIVE BANK DEED REF: 4774-22 PLAN REF: 224-55 THE LOCATION OF THE DWELLING SHOWN DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE. PER TAPED INSPECTION THE DWELLING APPEARS TO CONFORM TO THE LOCAL ZONING BYLAWS IN EFFECT THE STRUCTURES SHOWN ON THIS MORTGAGE INSPECTION PLAN ARE LOCATED BY TAPE SURVEY AT THE TIME OF CONSTRUCTION WITH RESPECT TO HORIZONTAL DIMENSIONAL SETBACK REOUIREMENTS ONLY. NO INSTRUMENT SURVEY WAS PERFORMED AND LOCATIONS SHOWN ARE APPROXIMATE. . OR IS EXEMPT FROM.VIOLATION ENFORCEMENT ACTION UNDER MA GENERAL LAWS CHAPTER 40A AN INSTRUMENT SURVEY IS NECESSARY FOR PRECISE DETERMINATION OF BUILDING LOCATIONS SECTION 7.REFERENCE DEED SUBJECT TO AND WITH THE BENEFIT OF ALL RIGHTS, RIGHTS OF WAY, AND ENCROACHMENTS. IF ANY EXIST,EITHER WAY ACROSS PROPERTY LINES. YANKEE LAND EASEMENTS,RESERVATIONS AND RESTRICTIONS OF.RECORD,IF ANY THERE SHALL BE, AND INSOFAR SURVEY COMPANY INC. SHALL NOT BE HELD.LIABLE FOR DAMAGES RESULTING FROM ANY USE AS THE SAME ARE OF LEGAL FORCE AND EFFECT. 1OF THIS PLAN FOR PURPOSES OTHER THAN MORTGAGE INSPECTION. TELEPHONE: 508-428-0055 YANKEE LAND- SURVEY COMPANY, INC_ FAX: 508-420-5553 119 ROUTE 149, Morstons Mills, MA 02648 yonkeesurvey@comcost.net www.yankeesurvey.com 81826 JM TOWN OF B ARNSTABLE is s ►1 Jid �® MarST'db`Jtr—iS Ast e SEWAGE # VILLAGE ►�/ NZ S ASSESSOR'S MAP & LOT INSTALLER'S N &PHONE N'O. SEPTIC TANK CAPACITY i � LEACHING FACILITY: (type) (size) NO. OF BEDROOMS , BUILDER OR OWNER PERMIT DATE: —0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by P -r F r c Q � _ a qp e iED (> a A A� ` No. Fee THE COMMONWEALTH OF MASS;+;,CHU§ETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphra.tion for Mi5po5al 6p5tem Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(" Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Y � Owner's Name,Address,and Tel.No. Assessor's Map/parcel o Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building 4-k—No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -' © gpd Design flow provided , t gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Scr�zy Type of S.A.S. —3D.S o j irti"�6�2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) A-G Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Sign Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued , Nod. iY Fee `� Entered in computer: . . -- THE COMMONWEALTH OF MASSA� U�SfTTS p -� �r , � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MASSACHUSETTS Yes tfication for Migogar �&pgtem Con.5truction Permit ' s " Application fora Permit to'Construct O Repair O Upgrade(fa�ndon O ❑ Complete System ❑Individual Components Location Address or Lot No.,56 / oy, 15 J4 (J-4e� Owner's Name,Address,and Tel.No. ,DIVA.-�S T Assessor's'Map/Parcel i Installer's Name,Address,and Tel.No. Designers Name,Address and Tel.No. J Type of Building: Dwelling No.of Bedrooms —_� Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building c 5•dL r V-,�4 LNo.of Persons Showers( ) Cafeteria( ) Other;Fixtures _,.. Design Flow(min.required) 5 gpd Design flow provided 4 t Z gpd Plan Date .OV ��, Z//!zT Number of sheets Revision Date Title Size of Septic Tank � SUwn Type of S.A.S. 3D S O A-t G(?S - Description of Soil ► c_ C, __ ` Nature of Repairs or Alterations(Answer when applicable) �''�'A C Q Date last inspected: ;Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health _ Signefl Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. —Date°Issued \— THE COMMONWEALTH OF MASSACHUSETTS F BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( )'� Repaired ( ) Upgraded Abandoned( )by p C_ at Slop rV AA has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated -o7S i Installer __5 `C}1711S Designer ef ,4 L #bedrooms \ Approved design�flow G gpd The issuance of this permit)hall not be construed as a guarantee that the system\will fun�A2V \b ed.Date Inspector \ rr �— No. -?oo �b� -_`" Fee /66 THE COMMONWEALTH OF MASSACHUSETTS ,. PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS Miqogat �&pgtem Con.5truction Permit y7 't Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( Abandon ( ) System located at G._ S`t- VAC r and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. .Provided: Construction m t be completed within three years of the date of th�s�p�rm t. p ,Date 12 �� °1 U s— -:.Approved by • 1 c� Commonwealth of Massachusetts Tile 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hy p annis ort MA 02601 02/01/2012 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key to move your A.Riker cursor-do not Name of Inspector use the return key. R.L.C. Company Name P.O. Box 726 Company Address South Yarmouth MA 02664 City/Town State Zip Code 508-776-6460 S14590 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-,maintenan jeof o8ite sewage disposal systems. I am a DEP g p y approved system inspector pursuant toim Sectiom 13.340*f Title 5 (310 CMR 15.000).The system: .:kF~, ® Passes ❑ Conditionally Passes ❑ Fails -10 ° ❑ Needs Further Evaluation by the Local Approving Authority �9 02/05/2012 Inspeec or's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins-11/10 Title 5 Official Ins 'on orrn:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Farm Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hyannisport NIA 02601 02/01/2012 every page. City1rown State Zip Code Date of Inspection B. Certification (cost.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: At time of system inspection there were no obvious failure observed. System was pumped to reduce soilids and it is recommended that system is pumped bi annually to prevent soilids accumulation in poly tank. 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 exfWation 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 bel(yw): t5ins-11/10 Title 5 Official inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis Ort required for Y P MA 02601 02/01/2012 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) 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 16.303(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-11110 Title 5 Official Inspection Form:Subsurface.Smage Disposal System Page 3 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis rt required for Y po MA 02601 02/01/2012 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) 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 '/day flow t5ins-11/10 Title 5 Official Inspeclion Forth:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis ort required for Y P MA 02501 02/01/2012 every page. City/Town State Zip Code •Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year MOT 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-11 t10 Title 5 Official Inspection Form:Subsurface SLwage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hyannisport MA 02601 02/01/2012 every page. Cdy(rown 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? ® ❑ 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): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd'x#of bedrooms): 550 GPD t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments s r 50 Marstons Ave. Property Address William Davis Owner Owner's Name information formation is H annis Ort required for Y P MA 02601 02/01/2012 every page. Cityfrown State Zip Code Date of Inspection D. System Information Description: Property was vacant for real estate transfer`* Was occuppied prior to inspection. Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No 2011= (a ig qpd Water meter readings, if available (last 2 years usage (gpd)): 2010= 97 oc/ Detail Sump pump? ❑ Yes ® No Last date of occupancy: 12/2011 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? Yes El No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-11110 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis ort required for Y P MA 02601 02/01/2012 every page. Citylrown State Zip Code Date of Inspection D. System Information (coat.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Property Owner Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 750—1st generation Poly Tank removed soilids gallons How was quantity pumped determined? Truck Operator Reason for pumping: reduce soilids Type of System: ® Septic tank,distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins-11/10 Title 5 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 r a 50 Marstons Ave. Property Address William Davis Owner Owner's Name inquired for is H annis ort required for Y P MA 02601 02I01/2012 every page. Citylrown State Zip Code Date of Inspection D. System Information (cunt.) Approximate age of all components, date installed (if known) and source of information: Installed 01/19/2006 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: ® cast iron ® 4D PVC Interior was cast iron and some ❑ other(explain}: PVC Distance from private water supply well or suction line: Town Water feet Comments (on condition of joints, venting, evidence of leakage, etc.): Interior soils pipes were dry and free from staining Septic Tank(locate on site plan): Depth below grade: 2 feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ® polyethylene ❑ other(explain) 1St generation Poly Tank **Riser was Installed on inlet of tank"" If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 'x5 Dimensions: 12'x5 ' i Sludge depth: 8" t5ins•11/10 Title 5 Official Insp ection Forth:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H anniS ort required for Y P MA 02601 02/01/2012 every page. CityrFown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(coot.) Distance from top of sludge to bottom of outlet tee or baffle 40° Scum thickness _ 14"**prior to pumping 2" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 2" How were dimensions determined? Sludge Judge 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 a poly tank with no obvious deformities on inspection .Tank was pumped to remove solids and truck operator left tank half full to prevent tank collapse.Pump truck operator did remove scum layer and reduced sludge layer and tried to leave liquid effluent remaining. PVC TeeYs were present with gas baffle on outlet. Grease Trap (locate on site plan): Depth below grade: 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hyannisport MA 02601 02/01/2012 every page. City/Town State lip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order. ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11110 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 official-inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis ort required for Y P MA 02601 02/01/2012 every page. Cityrrown State Zip Code Date of Inspection D. System Information (coot.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert at invert 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.): No indications of carry over or high water staining in box**riser was put on d-box single outlet pipe Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: tSins•11110 Title 5 Official Inspection Fomi:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,. 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H anniS ort required for Y P MA 02601 02/01/2012 every page. City/Town State Zip Code Date of Inspection D. System Information (coat.) Type: ❑ leaching pits number: ® leaching chambers number: 6x3050 I nfil.w/4'Stone 2' D ❑ 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.): Soils above SAS.were dry and free from effluent staining. No obvious indication S.A.S. has failed. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11l10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 1 1� c al Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hyannisport MA 02601 02/01/2012 every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11 MO Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Y P H annis ort MA 02601 02/01/2012 every page. city/Town State Zip Code Date of Inspection D. System Information (cunt.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately ® s l 3 7a o � p `l= 77' � i - D7' ao '4 " t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts EEMOW Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is H annis ort required for Y P MA 02601 02l01/2012 every page. cityrrown 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: 15 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: 11/21/2005 Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health-explain: Soil Log on file 11/16/2005 ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Plan of file with deep hole test and checked elevation in field for seperation . Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 50 Marstons Ave. Property Address William Davis Owner Owner's Name information is required for Hy p annis ort MA 02601 02/01/2012' every page. Cityfrown 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•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 17 of 17 6-0 ,_. A, Town of Barnstable Health Inspector pp THE Tp� Office Hollis Reglllatory Services 8:30—'9:30 Thomas F. Geiler,Director 1:00—2:00 • sARNSr"LE. 039. N Public Health Division plfn Mpt s Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63.0 AMNESTY PROGRAM APPLICANT— SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: �-6-7 Address: J Map Parcel. Name: Phone #: 771 4�;ZF 2a. How many bedrooms exist at your property now? 2b. Are you.planning to add any bedrooms? If yes, how many? 2c. How many bedrooms total are proposed at this property (including the amnesty unit)? 2d. Please include a copy of the floor plans for the entire property - showing the existing rooms in the home plus the proposed amnesty apartment and/or addition. Please label . each room clearly on the plans. 3. Is the dwelling connected to public sewer? YES or NO w If the dwelling is connected to ubila sewer sla j P _p questlQns #4 through#9°below 4. Location of dwelling,is' INSIDE or OUTSIDE a Zone of Contribution 10 publics pply3ells? 5. Is the dwelling connected to an ONSITE WELL or to PUBLIC ER? 6. Is a disposal works construction permit on file? u2 YES`o or x' NO .' CD X 6a. If yes,how many bedrooms were approved according to this permit? Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? YES or`rnN0 8. Is there an engineered septic system plan on file at the Health Division? YES or NO 9. Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO ------------------------------------------------------------------------------------------------------------- FOR OFFICE USE ONLY The Public Health Division has no objection to bedrooms at this property. Special Conditions: Signed: Date: d Lp 1/�bl O;1health/wpfiles/amnestyapp TOWN OF BARNSTABLE .LOCATION 0, MF�6?S'tC�1�S ��� SEWAGE # 17 VILLAGE O i(J," ASSESSQR'S MAP 6z LOT j INSTAL'LER'S'NAME Sk PHONE NO SEPTIC TANK CAPACITY LEACHING FACILITY:(type). (sue) Q/�� .. \ u �,� NO. OF BEDROOMS 4 PRIVATE.WELL OR PUBLIC WATER BUILDEROR,OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No LL- vA rr 1 D Ji C - I , --=--- -- I , 1 _ : : I I / i 1 a ; I I j I i I I i I I : I I — — — -- I I f i I iTIP, ----- ---T - - --- --- -- - - -._ � I I I I I i t 1 I -f I I I I 1 � i 1`�t.aE?16�•1 I ' � I I 1 I I I , I: 1 O • I r . I U — ' I I I i , , ! I r, I , ; I _ , I it I , I , 1 i I I-— , : I I : 7 771 _s kT.W - 1 g i iNj o , IN- \ UJ A oc 77 Ld Li �q I 1 1 i _ �- 4- 4- -.i 1 TOWN OF BARNSTABLE LOC .TON C,0 SEWAGE # P VILLAGE �ASSESSOR'S MAP & LOT � ...* INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) p` NO. OF BEDROOMS 4 PRIVATE WELL OR PUBLIC WATER()0 i BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No •,.�`11i}iC.a l t Second Floor - No proposed changes Bathroom Bedroom Closet F - 71 Ar— r+Y^ _..BAD..•. _ ray ' Debra & Andrew Maxwell 50 Marston Avenue, Hyannis MA 02601 Scale: W = V . i Second Floor Above Garage — No proposed changes F� u R Bedroom I I Outside Stairs --- Bedroom -- ---- Stairs to attic 17 r- - ,. Room y I --- ---- Sy z. -- ----- ` �C i - - - ---- - w ^ 1 Outside Stairs L-- ---- r- ------- � ; 5 - I ---- ---- L Y r i — r �,�.�Y"- •sy^`,��.n.�vw"'�"'"' -,�r�ssviV.�� '- < Mechanical5tOr Room roorn-.,.. r _ - < - ------------- 77, Debra & Andrew Maxwell 50 Marston Avenue, Hyannis MA 02601 Scale: %" = V I ' ; VERIFY ALL EXISTING CONDITIONS,DIMENSIONS, ,DIT t0d &DETAILS IN THE FIELD DURING CONSTRUCTION 2G NOTES: IN REGARDS TO FLOOR HEIGHTS,GRADE ELEVATIONS BUILDING TO BUILDING TIE—IN, sza zg as 33 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &EXISTING FOUNDATIONS &DIMENSIONS IN THE FIELD 4 12 CO"` 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, - NEW APROk NEW P.T.6z 6 FCSTS ca:7vo HOooR DETAILS,&FINISHES IN THE FIELD WITH OWNER VLA2EXCASINO sa' - COVERED ,�:•}. 3.21 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ` - - PORCH _ 4*- FIRST FLOOR TO BE 6'4r ABOVE SUBFLOOR t7 4.1 ALL CONSTRUCTION TO CONFORM TO 760 CA9R MASSACHUSETTS ANDERSEN STATE BUILDING CODE,BTH EDITION AMENDEMENT&IRC2009 6.) ALL MPH SHEETS UREPLY 8 WIND ZONE 3a 3 T a3 6.} ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, AxDERSEN ANDERSN31• ANDERSEN OR HORIZONTALLY W/BLOCKING AT EDGES,6'EDGE/1T FIELD NAILING AOH2Bca 7-) ALL LVL LUMBERIBEAMS TO BE 1.9e U480 LOAD N 5 B.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL vFsGT FANTO i •,,.: ,K`� "k ,STORAGE SIMPSON COMPONENTS.ZMAX OR STAINLESS STEEL FOR ALL EXPOSED otTT ice - ' - DUE TO THE LOCATION WHICH IS NEAR NANTUCKET SOUND - _ u r .s" •S _ ANDERSEN9.) ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS&SLABS NEW ,® TO BE 3000 PSI m zs:6s NEW ANDERSEN MASTER MASTER .fT +'" ,�^• 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE AnHts�a DURING FRAMING CONSTRUCnON § BEDROOM BATH <:< - 11.)TIMBER FRAMING TO BE SPRUCEfPINEJFIR NO.2 GRADE , ,�•- 12.)ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTSWAIL HOLES SEALED. cas 13.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICFANATER SHIELD FLASHING FY ALL SITE,SEPTIC,DRIVEWAYS,&GRADES,ETC.W/PLAN r n- •, } 'i `, _. ANDERSEN 13.)THIS IKS S SURVEY E 0 MPH WEND BORNE DEB S AREA,EXPOSURE-Er BY ----—-- - --------- --------------- & p :. PER STATE OF �� a "'! .- �` "«,• •j a •,TM 6 § - 14- GLAZING PROTECTION PER SPEED MAPSCI 530N2D. 2 TO BE PLYWOOD PANELS _ --- -- ---- -- ----------- W - --�- -EW-- go ry ®F•S.°i 4 -- ----- ---- - --- - -- 1 = / F ) �-" 1 12 VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS ANDERSEN W/OWNERS PRIOR TO START OF CONSTRUCTION aoH n-r a< § FOLLOW ALL REQUIREMENTS OF THE IECC2009 RESIDENTIAL ENERGY mLAUNDRY stew A I At A EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION k IS INSTALLERICONTRACTOR ANDERSEN 16.)ALL MULTI LVL BEAMS,RIDGESEAMS,ETC.TO BE SIZED BY THE - 6 A'om I LUMBER SUPPLIER OR A STRUCTURAL ENGINEER. - 12 tr-tO tAr 53 EXPANDED - SHOPiq w � . . (D L, 0 •:.?+ L PORCH O tl' ��.:• COVERED I�I ..rr: C iFY Dt THE FlEtD) 5 S.L 'K� ANDERSEN 3Sz6•a' \ 2�� A'`APWaVRd LIRE (I: P C CAl m \ \O 12 r i B 72 3� NEW . -- ' '.� p r NEWBOzTV0HDOOR Nevev=7ro.H000R �tc4 s q ��� 2Kv O DECK e NEWBPzTr OJI DOOR 5 BENCH Ir OPEN ro -ABOVE x � + ,',*• �ytRA .� f` of sf� _ .F,aE RATED ANDERSEN 3P:sa NEW DOOR NEWFWc6o®A: " p MUDHALL ----- - e t* .', FAMILY A^ — ROOM 0K7J a L G*A Ak eL8 3K a A - ---- .° REMODELED;_ = -- ANDERSEN 5 6 12 B `-- —_—__ f `r GARAGE � T T _— At - r �, ,;e a ,^- .1-��` GAS �` O - FIRST FLOOR PLAN Ea __ _____ ANDERSEN KEY ADHRSG X EDGENAWNGSPACDI6SMOKE DETECTOR 12 FlETD ttNllNO spfm'1G I •t —`�. , 4 1 R 6 " *" l "` B —O".!!it ANDE a-_-- j 0 gogJ ti Q CARBON MONOXIDE DETECTOR XKXJ NUMBER of HtNc a lAac sru0s I /$��� , - •.i,,� !^'� �. Z 0 6 12 2 ®HEAT DETECTOR •USE 2K tJ R NOTNDTEn 'NEW•f"- ..r ` t3 ` si�A- e b Y FORM Ie OW .6 FOR V AMtIFOUTOUT . IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION sa TABLE 402.1-1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) A7 r-57w T. <-0Y4 FEYESfRADON SXYuO CERL40 wooDFRAmEDWAIL FLOOR BASEMENTMALL BAMMENT.C WLSPAf�WAIl U"FACOR U-FAL'TOR R-VARUE R-VALUE R-VA4UE R-VALVE R-VALVE R-VAWE . 030 . ]B 2O ]O tDit] MRFT.DEtFt ta,3 m'a t7Jr: �-0• to-tO tu• nro71a NOTES: ryERtFY,N THE a`lu1 T R-VALUES ARE MINIMUMS&U-FACTORS ARE MAMMUMS 2.10/13 MEANS R-15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR • OF THE HOME OR R--13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3,REFER TO IECC 2009 CHAPTER 4 FOR ALL IPMLA71M&ENERGY REQUIRE1024TS THE DESIGNPR SHALL BE NOT,FIFD IF ANY COTUITBAYDESIGN,_LLC NEW ADDITION FOR• ERIOR500.0ASSIONSAEFWI®ON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TD START OF 43 BREWS TER ROAD WNSTRUCT ON 7HEB IIDPG CONTRACTOR WLLBE RESPORSIIR.E FORTk¢NxlNrver 1/4"= 1t-0R ��p c,� Rl THESE TTRAYRNOS V OONSTRUOION MASHPEE,MA. 02649 THE DESIGNER OF ANY ERRORS OR OMISSIONS MAXWELL RESIDENCE TD.�Ns aRE,�YFORTH AlH.(508 274-1166 OF THE O v ER NOTED AM OTHER RT THE USE /� FAX(508)539-9402 of THE OWNER NOTm Arrr otHER USE Of DATE 50 MARSTONS AVENUE HYANNIS, NIA �SE°ffi 5/9/2013 OONSENCTU THE DE510NERUNOFA THE ARCHREORIRAL COPRRN•GHTPROTCLTDN i _. 6P4 64 Zl4 . Ail " EXIST. .' COVERED b tP4 tP4 ,04 M-Y 4-T 1Q4 '4 ry Jag PORCH c V (. ek '_h. .�,IYVPIIX,W k NEW P.T.6s 6 POSTS NEW NHAZE,(Ul4NGL6 I "aMECOVERED L If PORCH r vNEEWR.3U°Fx1 sf DINgEea0Fl®aCSB-Pn REPLACE Exist v9lDOws SM0.5ONAY FfiQ4y $ RENXAIEq(L EKISDM - .'ii lERIFYFYMI IN 12 u°ERroa Wrus ` �, L z - REMOD: TrcOn NYowNERs 13a 34 6-3 FAMILY - , b i• - -- { ROOM - I xmERsrt, AncERav ANDERSEN aANoH ArnrmA6 nPf+emAONZW 3K POJS 31Lv vey NEVJ ITS, 6 TS 3 - 3K2° ,C21 ?J F-�-� r-e RE.US WIAZEiC C/VSI YGL6 • yENTFANTO _� ( NEW /---�� t� EAST - HI6H 6�E B ,DE k ® NEWf BEDROOM NEW NEW W.I.C. f m I f I MASTER �_� MASTER ------_- REMOD. NEW CaV o BEDROOM BATH <_< ! NEW [ DINING EXIST. '.,g, ,COm b b 1 =66 f PTRY_ t ROOM �+ vP ENTRY' DI :�.-pi`� ' 6 2x6WAlL i NGYV f� 1 I - © e� I i fo I _______________J__ _ _________ --- ---------- ------------- -----N ----7-- --�- ------ vENTFu 1D EW m U1r.i.C. I I LAUNDRY f=j oursroEi N t A ® ';BATi4 ------- -- - ' a b i, AQ�QHC6 13-.' sr EXPANDED „ I gk ti EXIST KITCHEN ------ - - LIVING N �6+ / (VERIFY KITcHFN f I I ROOM Q __-___ O Rav6E LAYOUT tlY/OVMIER)ii I 9 612 fr-,ova S O -- O Q --y ow 119 --- -- -�- Ltf�f.,•I - 3,, HALL �v 3Kv s b J Q REPUiGE EAST WR:DPN' «i O O C": 1 —DERSEN OUTOpOR �rIICH 31�1 3K2J 7, ^S° 'MN .NOOKS RQZ PORC. 3C7J ,• '`-- r+'6 FWGw650PCR sNOw-a — -r µF iWEEFFIiELALL DMWJ 3Kv O ''z t2 — PLATFORae I ` EXIST �` r S.L. ,,s - I �_` , 5 ==E OFFICE , �cv A, t fr T .: NEW 64 b S.L. 6 ' �� _ _ � -- 3Kv 12 DECKKV -'�'.> !! P^'4 b j FF — — — — W°HOacs FIRE DOOR RATED F NEW FAMILY Q I I :. .. � � 01 ROOM s c 1 5� — - , -- - 12. '.. ,k :—yr vEIaFY xE ou,DDOR`.. , "-' v _" _ VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, -- �a� a art c�� ,.r"' �' L „r t I ,.. _ -� & DETAILS IN THE FIELD DURING CONSTRUCTION �F a� 6g �~`—$�*J f IN REGARDS TO FLOOR HEIGHTS GRADE W'owNER% - :tip a+.. '� k -a r ELEVATIONS�s BUILDING TO BUILDING TIE-IN, �— �� & EXISTING rOUNDATIONS =--b 6 3,CL (yowy AIL ORPAS P.T.6z6POS,SW6A�° �° Y80WNERy) CAyN6866ASE - O O A011>056 O 1! - S KEY 2 AND i4 Z 'f •1`s f04 1P4 X EDGE NARING SR—NG A0113 � 1Z FlEID NARlNG SPAGNG .O� �,/y 164 2,f4 XKX tP-S3 � NUNSER OF ANGBNCK STU05 I� •USE 2L tlffNCT NOT® �D/''-r `- 1= � .. REV NINGWAILS z : FOR VAL&OUT BASS SENT T3 g_,P 3sNa FIRST FLOOR PLAN -_ : 12 to-tD,ra r-,DTs• I . THEDESIGNER SSION ENOIff1EOff ANY COTUIT BAY DESIGN, LL_C NEW ADDITION FOR. E�'°�°"°°°�°'�"�`°�°" SCALE : DRAWING NO.: THESE DRAYMOS PRIOR TOSTAW 43 BREWS I hK ROAD coNSTRucnaN THE aunDec coN Rnc,oR WILL6ERE.AONSIfiIEFWTT/ffCON1ENT 1/4"� 1°-0" C.� IN i}ESE ORAYDN686'COf6i181LDg1 MASHPEE,MA 02648 DESW ROFANYERRORS RR RSOR GIHE A2 PH.(508)274�-1�,1�166 MAXWELL RESIDENCE WESEOR P""°_ �FO FAX(5Q )539-JYO2 THESEOWIWNOSARE MIYO HER THE OF DATE OF THE OVMER NOTED ANY OTHER USE OF 50 MARSTONS AVENUE HYANNIS- MA � TRE�EN CONSENT OF THE DESIGNER UNDER THE 5/9/2013 ARClR,ECT VRAL COPYRIGi1T PRD,F.CTON ACT OF 14ID ua VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, 612 ANDERSEN & DETAILS IN THE FIELD DURING CONSTRUCTION �F IN REGARDS TO FLOOR HEIGHTS, GRADE ELEVATIONS BUILDING TO BUILDING TIE-IN, sr: & EXISTING VOUNDATIONS _____-- -E----WAIL SEI.ITN � Tbw )� S Jam' S 3 ANORrJI Jol Y Y ANDERSEN !INE OF�rNGWAueaoW a. r d 1x J K- ,,., New ca n(Er.VEPoFY ALL � VK{ G F DE-TAPSfN TFEFlELD 2 a, STORAGE ' 12 s �.. m wi __ tT 1D De � FY IN THE RED) A a O t 6 72 cc) jyl ANDERSEN 5 6 ANDERSEN dr 6 ANDERSEN - b 6 :99�� 12 ANDERSEN SO 1+' *k AANmZJ AND r ut ©ter - ANDERSEN ANOERSEt A7 ANOFRSEN At PORCH NEW �y ATCTD. ATCTM ATCiD50 ROOF LOFT fff ).'�` ABOVE AdOYc E%ISC EwS EXIST 1 �� l 4ALLRiG Y'= �i 9 $O DPENv eY a uiiDRooM e 11 _s:r t' '^' 1 1 4 zv.se� GsroM REto RooF eaGw '= r r I I `h +, 't• N•° 3�'z s ��¢ �Y't ti .a ., .a I t f, .: ��,r a:l I ... �*"r '.",i i� ( p � r � •.. :� � •, � e � � �� n k w€.I I �'' � "` « ,ICI ,�� .� f�zv:sal sO L._ t ,✓ i .,+. �' r �r x fit' .'e m f a yc 0 "'" NEW Ax r ,;: Zr FAMILY O m ROOM t2 BELOW l__T_____ Af}•N Ts1'I 1--BEAMS tEGYc { +� 1 - 61 't ANDERSEDt WIATCIRCL Aw aae �__ ____ HAIFGRCLE; ¢�jy� � s �' A.OVEON -. 1 �V^"'1.3+ GABLE s F — — -- n <� {� es U I ' sol r,; ,�- ,'«i"I -�.3�":REMO�DELED,.,I 12 At r'I� GAMEROOM e ! {. ncv a * I e 4 cusroM �g cs-ca Tr 0as (VAUL'E+,D(AUNGIY - - ARDH 6 _ ____ yrs.a '..s. 'c" '�",l dR I ( rho- VENT aNs s z1 12 NEVV7 0 Q e cussoN O r KEY ` pK it': fry ieiy � 1 f z� aRG aRGR Q oA y '" „A, X AGE nAIUNG SPACPIG i {� a, ?..- ANDERSEN •g — 12 REJD NaLWG SPAGNG ^*` I: I .ta - �"" �»" {�Ic -+ 4 �,y AA"m PI XK.XJ NUMBER OFIDNG&JAG(scups ----- }. _ MARK •USE IlC iJ IF NOT NOTED WDIA SPWR.STAIR ANDERSEN A - i5,:RK Z ��TFJtlAIVO HE MP s F,`••j..S ATCTM C ri I ABOVE Al rsTm x e�sa f " zee Izas asa -ra-ww ��- (V'cRIFYFNTIEFE'� SECOND FLOOR PLAN THE DESIGNER SHALL BE NOTIFIED MANY COTUIT BAY DESIGN, LLC N E1IV ADDITION FOR. °�°EDRAMO �PRIORTOF°k"°O" SCALE: DRAWING NO.: aEKWTHESE DRAWRRGS PRIOR 43 BREWSTER ROAD CONSTRUCRow THEBURnwcoNmncTOR IN THESE IF FG'O)R6TFIERcCo ON 1/4"=1-0N MASHPEE,MA- 02649 WADlEIICESVMTIiWTNOi6YPRGTIE PH.(508)2A-1166 MAXWELL RESIDENCE TH R�N'Y �F A� FAX(50 )539-9402 TOF HESE DRAWINGS ARE.AP ffO ERTNE USE 50 MARSTONS AVENUE HYANNIS, MA CONETOFTHE,ED.A��THE� DATE THESEDRAMANGSRED—S,HEYN8I.— 5/9/2013 CONSBR OF THE DE9('NER UtmERTfE AROff reCTURAL GIPYRICM PROTECTION ACT OF 1— tad tad xad INSTALLTWO TONG STUDSfir/A'WL9( FASTENPi 6x6 s APPLY CAULK OR SiW AT FACH SO3E Cf ALLRaJGH . / TO CONCRETEWALLM TAPE AT ALL SHEATHING. vwsoN cam BASE SEAMS AND IEE TYVIX t2d 28 S8 3 I VAPOR BARRIERWpDOW --------- Ga3L z a 6 WALL 2—WALL I APPLY CAIPJ(ORSNE AOMESfVE WHERE PLATE -- -----_ —l— I (RO`JOMOPEMPIG7 � � § I �SaL RPNA6pMir FOrtSH iNDICA� -*�`' •� TOP OF W/P1 --_ °To -- f ROUGH OPENING DETAIL = I I scale:,rr=r-a• , f I DETAIL AT FIRST FLOOR -NEW STORAGE I I EXIST. I I FULL I rEXIST-T' • "�'' ye Y---"�.e—N—`. ---— �..—'—' —JI{I l IIIIIII asrALLsuPsoNmTa (I{1i� D E GKIN'- —'�— BASEMENT OPENING )N T CECK cNTEzw 4 LER PACESE� —ED APARTONTE. OECK H mTA FL__UER GNOOSEV+APsCELON v-- =-[I EKISRNG HOUSE I FLOOR JOISTS ° f ,._, .8`COHC..-OIAWYWPdLS II I M P-T 2. W6 ( / . B'xuEI,To HG KEYED I I / POOTIt4G�TD ev BELDw I I I _ + I NOTE DROP TOP OF NEW FOI}NDA-LION GRADc;1D RUBa�sR r�eEt�Rfi AnE I etrr oasts®te>c / / TO MATCH NEW SUBFLOOR W/THE II I s +EEEENLEDGmfi NEW ! / / / �oasr(wc BFLooR.aazlFrwFELD b II f nDAcoNa�E I CRAWLSPACE A I A PT.2x,O L"cDGER BOAfALAG 2OLTEO io SONONBES WJ� - A1 tT SOUO BlOC10NG lYlf]Lv sf'7daR Ba.Ts DW 3IGFOOT FOOTING I Cr CONG 6(ABI 16-oc STAGGERm WlJOLStS WiNGE35 UNDERNEATH.FASt6'i t SEER SEE R SECT Sv22 TO E W AB6PO!✓YSTBJADECK DETAIL I I I I ISM B y EXPANDED SHOP:.. I I I - m b m `. B '`2 / // '"j.--••'•._-.,z i'iv` ''i<•coHe.sl.�sa6e>n I i , NEW FULL POLY%APORBARRER C / uNDERN AtH>. { I A7 s a I BASEMENT 17, ei YFPORB R s II I D / s -. .. b --- —_— --_—_ _— — ------- -` I IQ NEW s _ I 3E0.b I _ - }2x MUDHALL a " ,t k .Y PKT - T I I B I �OINN VERIFYHEIGHT IN THE f I M i s nrsraLL p eAK _____— —— AOJUST.As REODUtED I I +r 9- CORNER A10 TO A 8'ABtUAEIAt DEP,H ------ r-- ---- — _ •1 M "T, e. I NEW31?LALLYCOW y~ -----__ --- v.� t —J — — -- ",. �nP acalicRETi:Fwsmnnoro;-e-* I I x POST AB�W -------------------------, r.-' WAusrue6vERtxALBArss-= I re p 'REMODELED .AT� srFRodoDtso I Foon�rn,sPARSN+ / -�J FACE Of WAIL GRADE W BI4K I TWO LAYERS EA.G/WAY _ O '' GARAGE'-;; sn>6iHORZONTALBANSAT I / / g - - TOP HtppLE 8.90TR3NIOF`NA31.. ( / -- 2e oc TYPCDNQEEFOOTBWS 1 i // AKEr —� - I 0 MAY BE gFD V100 ANY � I L — — — / rY. � sm WACT GLAam ,• .•>. .#S �� 9` ¢ tf-.t�' —RETAININGIAL SPOR ' VERIFY PT.2x 6 SBL W/SFALER C At 3-tv S-a• 2Cd 2S B6d ,a,a r.,r ANCHOR BOLT DETAIL FOUNDATION PLAN THE DESIGNM S L BE PK1T6 WNM COTUIT BAY DESIGN, LLC NEW ADDITION FOR: EHRaRSORO PRISAREFORTOF SCALE : DRAWING Na.: THESE DRAYJ01Gs PwoR START GP 43 BREWSTER ROAD COH6,ERESP N Tf¢B¢D TH C OWENT w _r �� WN HESE DRPONS�E FORTHE GONtENT 1/Y"= 1' MA$HPEE,RIIA. 02649 NTNE EpNAYRNGS aCWS{aC W/ 1J 66 MAXWELL RESIDENCE �xe�,�sWmDaTwOTswGTHE A7 FAX(5oS)53s 9ao2 { & OwwE° R rohn a,rR u'�Ec�P DATE 50 MARSTONS AVENUE HYANNIS, MA S/9/2013 CONSENT OF THE DESKiER UNVERTI¢ ARCIIRECTURPL COPY W GHT PRO,ECHa1 oR OF 19J0 svo - R-c zza _ = — -------- — ri E � ' FasTFN P.r.RisPcsrs StU— CHE2— ——— { _------- --------- ---------- ------- — ---------- ---------r r ---------------------------------------- ----------------------� r S cows.PAD DN COMPACTED I r r y r (�—Men a mwc a�s s° FOR vasararr a asH ' VERIFY WXDTUON OF I II Facnrto To ac iI l Il oovAt� .� z+ r-;R. ,• . > DWSi1SO UNDER FRONTENTRT uEPAmws 3ELONIORACE 4 a.^'* r' ' r „ 4ECEssattr re PCURED F�EI 1{ WALLS I{ i Ya 4y L .4 I NPTS'S 'TS TOOO TO CANf'XE�c AWl'A9 �{ v �'� •N , SINPSON CRsi 3f5E RLOCK UP 3LOCR UP EKIST 3AS WINDOW E.PR FlaENT EXIST.- •. IKSTAILNNYf,OtKREfE EXIST. sF�iuiN•rr�uw'v wSNc --- 'T� r _,... © '�. I"� FULL ". RLOGK WALLW/P.T.ziR FULL TO MATp, ^'^ }3;�' Q' ' ' .BASEMENT SILLAT3_O ODOR DUE-THE Rt::lA "y'n - -- oPETallo GFaASEElE NTV0MDWS BASEMENT o a ' ------ EXIST. THfS NFLN MC U.LY VEnRtATFD ❑ 'g ---- o: I 1 1„.I I I r k sIAE { 5 PI CRAWLSPACE © ------ z '° II i• tUP GO 1 ORR.LBN TE'NFotooN ltiO © 'vS �'_ ____ .�. r -- ' TO EXIST-FOUNDATION WALL .r -___ " .. EXIST. 0 r TOP b ROTIDLM. Yio- RIXwE i CRAWLSPACE FOCM;SOOfiC FOQRNG TO R16W CWNE EWzi vie cP� EXIST sa ra f I ------------- NEW / / NEW FULL © v BASEMENT , s IZ M CONCRETE re I CRAWLSPACE / /� j I BASEMEN 4 .w SONOTUSESMRZg Zo / / _ _ rANC.SIPd WT66fn _ REl60VE :.y�'� +`• �'T .,1`4,.�,2.y �"' ` UNDERNEATH,FA ZN / / ' _- _ P01ERNFO R) �IX '30001FA0 C DSA.BIGFOOT F NO TO, vnsMPson I ZMAX ABUR6 POSfsl SE !ANccC F°RY �- / PTlzi taoF I I I I STTENRPOOR SUPPORT9°F� J NEW FULL R 3 / / " 2-P.T.2P a i �* t NEW,FULL E F °NULUNO„ T"E I BASEMENT FIELD rDAccwcRETEsxDuees I I BASEMENT I I aot VAPORrFT'2L �� / / .•t tt R� ' T11, S.MN C RP�SE a I I #Q coND s osl n I { c UNOERNFAT16 / F. t7aST. 1 I .1 x "Y' � I VF 1 F]LISTi.FLOOR SEP T e 1 I I FRAe®N°s�PauL OR t1 // •L. - FAST:N—S:STO E ' UK " A .'t ( REINFORCE AS EOU6 l`I � � Hh utosrewsoN+mTtEs \ i �— —�}------ --J I I { p aA55ETZExr WRaDOW I r — _•t r I ES In S-zXu 1 b W21®Wo TFOOTETE MS Sryf UNDERNEATH TOG EEIG I r / Q 6 "'A .• PEPSEt�ING GRM=wE PE P.T�n°E Os N9 AC9A°EG POSE CAPS LIU ww5i5i VINSSPoSr b I — LMDFR POST ARWENB � / g� FOT NO(i)C O 5 Nrt. \ VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, -- TWDIAY RSEACNlBY i?-Tt & DETAILS IN THE FIELD DURING CONSTRUCTION ® IN REGARDS TO FLOOR HEIGHTS, GRADE l T / F mUQ T6o,.ENDC�R'/YO�L TED Ms I =� p; / ELEVATIONS BUILDING TO BUILDING TIE-IN, // ti 'ROTE`' =9"�2 � & EXISTING FOUNDATIONS E=T.GARAGE FOUNDATION lwA _ * y WALLS TO GJCJRSWMnN Vr R YALL WALLLb AA FOOTOlGS ° G 5,��, ;,,% - tN iNE FF+n PROTTOSTARC - - ➢'s -'4 OF COSTRUDUON vmuI Vf taR VERB IN ME FOUNDATION PLAN . ter � - Tf E OFSIGNELL SNILLL EE WOTGIED G N!/ CO-WIT BAY DESIGN, LLC NE1/VAD®iTION FOR. FHRS°RDRL6TOSTRTOF SCALE : DRAWING NO.: 43 BREWSTER ROAD roRmxD�sPRORtosrArzroF 1A ZE;R1CDON THE a nt»elGcoNTRACTon WTHESED PON I FONMUO ON 1I4"= 1'-O" MASHPEE,MA 02649 W MENC AVMNGSGOOTIFR THE PH.(501, 274-1166 MAXWELL RESIDENCE THESE MSAR SOLELYFO TH �p FAX(50 )539-9402 OF TONEROFANTERLORS MEERU EO T1IFSE URAINNGSALE 50l8Y FOR THE 1l� DATE OF TtLEa,NMER ftlTm.Arrr OO®i USE OF 50 MSTONS AVENUE HYANNIS, MA �gE �L��M�TM' cWZ;;FTNEo¢sR�enZRTME 5/9/2013 ARCHITECTURAL OF IWURAitbvrRlRort PROTECRO/I PDT Of L$p v 2Sd NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO-OF BOX NAILS NAIL SPACING 2-2s.tOx ROOF FRAtlIkG BLOOaKG TO RAFTER{FOE W&M 2-Bd 2-1w EACH END 4.:: .•. R BOARD TO RAFTER(END HALLED) 2-,B d }I6d EACH END RIM WALL FRAUMM k �# '� •'� TOP PLATES AT INTERSECTIONS(FACE NAILED) btbd S-isd AT mRTs .Ew STUD TO STm(FACE WAILED) z-16a 2-16a 2r- -,L_ .J.Y.- *°Fes' HEADER TO HEADER(FACE NAILED) 16d IN 16-ACALONGEOGES F et'.. I a-Bd E-lOtl PER JOIST BLOTTO Sal.TOP PLATE OR ORDER(TOE NAILED) +. BLOCXING TO SILL (TOE NAILED) 216 `-tOd EACH Eta F-- BLOCIOG TO SILL OR TOP PLATE(TOE NAILED) 116d •N EACH=STK 6-1Bd EACH MIST - i r "• LEDGER SRdP ro @EAM ORGFRD62(FACE NAILED) }i6t � JOIST ON LEDGER TO SEAM(TOE NAILED }lw PER JOIST y BAND JOIST TO JOIST(END NAILED) 3-16d ¢lsa PER JUST I --N-..Y•' 30 .*�. BANDJOIST TO SILL OR TOP PLATE(TOE NAILEDD b,6a 1,6d PER FOOT ROOF SHEATHING r' YVDOD STRUCTURAL PANELS(PLY'AR)OD) RAFTERS OR TRUSSES SPACED UP TO IG` c 66 iw 6-EDGEi6'FIELD , F' RAFTERS OR TRUSSES SPACED OVER W,c m IN a EDGEW FIELD GABLE 00 MALL RAKE OR RAKE TRESS EPM WO CVANG 6d '06 WEDG FIELD x CLEEIOAMRRAITUS 6d 6s` O EDGEIS FIELD I Yd STRUCTURAL OUTLOO-�O T"'�° - d S GIE ASEI'81V101LLRAKEORR6JC:TFN WLOOKOUTSLOCKS dd tOd a'�GFBT FIELD it ,.•'q -� CEILING SHEATHING _ [ GYPSUM VYM.LSOARD 5d COOLERS TEDGEAOFIELD O 111MLL SHEATHING, O O INOODPANELS STUDS SPACED1RAl. (FL n _„� -. STUDS SPACED UP T01CAc 6d tOtl 6'EOGW FIELD ——_—__— IW GYPSUM FIBERBOARD PNEL3 8d = SEDGE WFIEL ,�. a,:s,_J":� 1?GYPSUM NMLIHOARD Sd COOLERS TECGEtt?FR3D I I O W SBRATI6NG OODSTRUCRJRALPANELS(PLYVVOOO) 11'-9,TLt22."T TF OR LESS TFLIOD THICKNESS I ,Od WEDGFBI2 ELL I 1 GREATER THAN I'TlpC1OESS fOd i6a 6'EDC�IfP FIELD _ I ; $ dill. a q VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, & DETAILS IN THE FIELD DURING CONSTRUCTION ' 4" IN REGARDS TO FLOOR HEIGHTS, GRADE t' ELEVATIONS�J BUILDING TO BUILDING TIE-IN, & EXISTING rOUNDATIONS IT 9l?MIOISTS at6 nn Al rz- • k /}s d axaD,XSTEEI S B UNDER EACH ENDOF T.W STEEL BEAM. Al Y. _ 5 r tk 7,IC POST K, AIL n � ✓`` '� .. 6x4x WWSTEE.POST % UWEREACHENDOF . „_y�� N,,.•`r r y y.+i.,` srFF1 BFBVA 00W TO �'+ FnurmATrotL - 2-1 WELDED OR STEELC LUNN0PFAM .r vIBnEL ro STEEL coLLruavLmE �j- �-; ✓ a� �-*" s s Sz6'z VI STEELPLATE / I jam` 'A ,r . M Jv_C '� .... WHDEDro 4s 6Dtla' f� ^R _ STEEL COLUMN / J - .. / -f✓t .✓ / swP4 'x'C A- V.31C STEEL PLATE ,` ? WELDEDTO—I.— _ O O STEELCOLUNN.O b1316 ,8•LVL GROUT FOR 1F2 OW z T W s THREADED ROOW NUTS' - O O WASHERSORWOW C TTEN IW SOLTS(OT'.E) Al s 4x4,IW CONCRETEWALL {i• .l> HOS POST , Ta'is TOP VIEW END VIEW STEEL BEAWPOST DETAIL SECOND FLOOR FRAMING PLAN SCALE:W . THE DESIGNER SHALL BE NOTIFIED IFANY Ei°L 'OpO�D` ARE" SCALE : DRAWING NO.: y p.t^yp THESE DRAYiDGS PRIOR TO STAFITOF NEW ADDITION FOR: z. �- Q I; r-0 � RESPONSIBLE°NS° 1/4N= V-0" t \ � COTUIT BAY DESIGN LLC `h Ik' `1 WILLDRAGT FOR T '—� 43 BREWSTER ROAD j9 MASHPEE,MA- 02649 DESIGNER , A9 PH.(5��0//,8VQ`/274-1�1,�6/6 MAXWELL RESIDENCE FORME`NOTES ANY DATE: FAX(:7VL/)539-9402 TTIE�ORAiVpGSARE 6Ol8YFORTHELOE 50 MARSTONS AVENUE HYANNIS, MA �THESE D�68REmAR�THEYBBTEN CONSENT Of THE DESIGNER L UH�L,H E 5/9/2013 ARCFATE ,URALCOP GHTPROTEOION s;Ps HJT aJr tT _ RAFTER S CERBtO xusr BAYS �4Eec.-A SPPLEFORAVi tOd THE tE? 1Cd TH-P ,OJT �As '*f y, '..�,,�r .J- ge'1i"" '.. . FLOW ON THE LRmEREIIr OFROOF �• - SHEATY.ING FASTEN RAFf*Jt56 CE0.11Ka FASTEN P T S.6 POSTSSY "" JOISTS TO BEAEA'ADSINPMN -' TDaEAY Y1054�30N ACBIACE6 POST CAPS F NURF9CJWE TEES q 31 3ATzT I-UA3FAer ,24yi-.•F MTY Y 777 'jp_ ♦t •� } i%. 2.tO RIDGE BOARD • NEW 2z'2 RIDGE BOARD I 1 ���A - ' _Zh r 2-2z Hn f'{i ROOF I 1 #'.i -+"` PT.4z 4POSISNF ATsK CASIIYaST Ll HISTB FASTEN FMIS I 1 Iit �44 ,# SMPSONLCE4C =Tr 2,IG V/LLJEYS I ' 4.4.311E NSSPOST tJHOER EACHEHDpr / x _ _ I t:." 11 j .'i.; f 4 STEEL BEAM 3 O 2zBRAFTE]i5 zi — — r `:i.t o.. •,� 2 t _ FASTEN I.T.6z6P06T6 TLVL BEAM(FWSii} •N 6 d I . TO BFAhI - ACE6 POSTCAP 7j 43- TYPS1¢SO� _Y t —�s= lVl?06 r ,: , 1 ( y• F s r 2 J i' :d^^k .'w' ¢,. { I .. aJ1, r x, tt Xv r r ca i / s I I zz $, X VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, TYP6,¢SO = , c,,, , - »r -; - & DETAILS IN THE FIELD DURING CONSTRUCTION 2r12 THDG'c BOARC � LVLO6T _ � IN REGARDS TO FLOOR HEIGHTS, GRADE Hs c;; ELEVATIONS BUILDING TO BUILDING TIE-IN, & EXISTING VOUNDATIONS ' ,� ROOF SH2JGTEST ea Os e"'+=^'T 4,�x W=PLYw000 SHEATHING TrP.51w SO. y e"Y 2z12RAFTERS IWFELTPN NG PLAN 4` ----�� _ LVLPOST ITt -y ROOF FRAM! N Y;` R YY=AAS1 5 NH 2S Hil NEC37P3 • wrfirfis Fuur 'arm. BalaaaFRR �ORIP NOTES: _ T 5+J , t,,-.,�•_.y}�-- `i-�",'act FAscla soFFTr.sFRIEZE - ;t-)ALL ROOF RAFTERS TO BE 2x tzs 1z3STFMPMG- BOARDSTOMATCHEASTMG-UNLESS OTHERWISE NOTED ,rz.GYPSLU BOARDM. 2.) USE SIMPSON H2.5 HURRICANE CUPSAT ALL RAFTERS ENDS � � 112,11 3.)VERIFY GUTTER TYPEfLAYOUTOWNERS ;;�'•-1 5.e T C = / //a {3 DETAIL AT ROOF 14'_t0 tK 7•-TOTTd SCALE:112'=1'-0' THE DESIGNERSNA SS NOTIFIEDFANY Q NEW ADDITION FOR: 6 � SCALE: DRAWING NO.: COTUIT BAY DESIGN. LLC WaL RESI�ONSIME O THEE AILTNOCONTRNTOR 43 BREWSTER ROADtl +`� ..,m ( ). �, �` TH�DRAVANGS FFORN 1/4" MASHPEE,MA 02649 ,'� ..: , ed J COWECESWR"OUTNDTFY61GTHE PH.(508)274-1166 MAXWELL RESIDENCE '" D `�R" OR OMISSIONS DATE : Al 0 FAX(50S)539 9402 OF THE GiRIER NaTW.THEM 50 MARSTONS AVENUE HYANNIS, MA ffi � �� TAT` 5/9/2013 CONSENT of THE DEsmwER THCHt TXE ARfJ6TECTVRAL COPYRIGHTPR6fE[N0t4 •Y+'--!R•'�..✓rr v'°u.✓m... ..,.,,•._....._,.....+•• SIMPSON LSTAIBSTR0P 'F. RSe�i+yT..�.._,i,ti....-y�.n.•H+.Y nc+•.awstr'T'a`+gt'-i'�ceF:a,-tY41i'�?1=�=++t'afiys .4.0.N;!+xK�Nh .•.n-• v.••••�• NEW GDLT LK RIDGEF,Ef M t UNf'F.R EAST S12z3,9 �2.10 RIDGE ST 2z8RAFTERS { 3E S.! 12 13K=I6 LIT-RIDGE 90ARC Y r ^•BEA29 ��pST. ST ry!! _1 \r -TEFL BEAN tt li>4,J 1 STEEL INSULATION R15utwnoatRM i z=6§�fAae. Q D TYP.ROOF C -2z tt RAF TERS FTERS Q,Ss... oe -® -w COX PLYWOOD ROGF SHEXII IIG -GAF TRII YLATE ROOF SHINGLES -15L3 FELTPAPEFI • 2z 1Gz�t6'oc TOP OF RATE -1T`N-CPEDC uNGs10N 'L TOP OF PLATE YYY r SJ]PEDC)3LMGS(Ram I{ -lY FLAT ML94GS N LTICBER FRAME BY { `� `--tlEW t?GYP BDARp LCONT.SOFFfT �1RDGE� ESTER FRAME FRVEIRS NEW2=OSPAS 5i 6�,pONpO 1 _ Oa:z3STRAPFlNG VENTS ".A1PsoN H ZS R ANEGUPS TOEXIST 2= VOLLW1SPRAT - ENDS gggiii ®t6 oc ��RSIRATON(R� \\\fff -AT ALL RlvTH2 @0K ICEI WATER S19EfDAT BOTTOM _R - - - `\NEW _ -�P01`-A tlROCEI(Fi 6ETWEENRAFR3i9 NEW I -W11m,nrA'a1 BARTaERs �# STORAGE ALUNM AE O 0P EDGE GAM EROOM a,TL3 3K T a G PLYWDCO `2 SECOND FLOOR SECC1�FLOOR .. �SUYrLOOR-GLUED aNAtl13T SECOND FLOOR 2a Qs®t6'ac �0 SJBFLOOR �, - SU00.00H S'JSFLOOR v 2`��� Z�TUZIU U QT TOP CF RATE 2z lQag,6'ze :• TOP OF P(A FAS:.I6 TRUSS JWS�S�tS oc 2=6s®tE ae W10z 560R WT2z®STEEi_OEAN � 5!�FIRECOOEGYP®. 1Fzl'fTgT211COR t .ON 1 z 35iRAf'J'DfG ow ", WOOD 3RALI�T" I.IN GAaN3E 18=ta•A2FCOR NEW TYP.WALL CONST. 2� EXPANDED moo MICHETS 1.2z 6 sitme w— EX I,Sj. C S,STERFRAMEIEN2— 21l MUDROOMO 2 TIT PLYWOOD SHEATHING _ VARAGE AZIX BEAD STUDS TO EXIST.a INSTALL STORAGE _ ,T' 3 e Qt-�fNTTINSAATWN - _ SOARD ' I; TSPRAY FOANPSUWTWN ,y 4 t?GHINGLEDAfiD TO OTIRL REF CANT IN+TS IFyV.J 6 W-G48N01E9DRD lC LONG SA9' � 6 TYPAR VAPOR BARfOEB ( GONG STAR TQP OFe-DIND- �__-________ __ -___-____ _____ y/ \ y R MSUL . NEW e'CONCRETE FOU1m. [R10) '4„EYy B'CONCRETE FOUND WAJBNTB• ""CONQ FOOTLO STO1 BELOW c SECTION @ GARAGE FooRmGs ro"'T. v 8:11DW FobnNl;s To av BFDW GRa� A SECTIO @ STORAGE g S -CTION @ MUDROOM Al A� ' `-acxrn^:w«•n:+�l�».:z,,»:,,a1sa.�at+tri"c+w:wY:gr wlz.,sa'3Ar.•xrp' <.. TYP.ROOFCONST. .r.,.aau. � �w,ww«rr t ae* xx< 1 .mass n+•r,,,•.n..c .� ea rw 2+cwmmr amesmMweN • r �"'-'®n-,x,n.em..r••>�.w.••,mae,?'""cjzM"" nYRn�"y`%&•¢.agsr 2z i2ROOF RIIFTER6®tE oe ykfAq;+ibAT"a'PP+W+1T�zR+v'T"Yi`na�,z±F`J'ea*'`�, nr +o:".,•..,..r sracmrPLrWooD RobFsriEir.=nNc'.44p1":`"m'�"""*w.+.w.«��v>,w ;. RIDGESA -1—FIE FATE ROOFSMNCiES VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, RIDGE BEAN -t510.FE1T PAPER -S,,t"TFQ'u`R'SL"AT'DN & DETAILS IN THE FIELD DURING CONSTRUCTION � ®SLOPEC QERHKS$i'-36, IN REGARDS TO FLOOR HEIGHTS, GRADE 12 - WATER SHIELD AT ECTTW2 Q' �°F"°°` ELEVATIONS BUILDING TO BUILDING TIE-IN, TOP OF PLATE -ALUMINUM DRIP EDGE & EXISTING FOUNDATIONS 3.2.TO HEADER CANT SOFFR RICHER FRAYS BY VENTS _ 9 0 FRO 4. RA As 8 RAFTERSS .-. IS. DGE I..NGPDSR TYP_WALL CONST. o =sf®i6•a� ct�2-� 1 3 VZ.S IT LVLSnlOS@1Soc NiE n ��;• •` V• NEW 2 tlt PLYWOOD SHEATHING REMOVE EXIST.` 9.T(R" L'S-20)BATTIAATION mx t2 LOFT 9s,<POSB LIfZ GYPRMBOARI ROOF SECOND FIDOR l� AT CORNERS 5 W G 39NG1E50NYi SUBFLOOR EL H23T 6 TYPARNAPORBflIIBER E 2=t0c�t6•oc 2z,Os�t6'oc ®T6'oc NEW9 t?I.IOISfS�t6 Pc roPOF'PtATE 31 3N'=T VCLVL 2z Bb 16'ac 6z 6 FEADHt - AZEK BEAD 1l 31T=T tK LK OE PSL T'z,1 TI1r BEAN BOARD AZEL BEAD BOARD NEW _ NEW NEW MASTER FAMILYP.T-2z,0LIDGF2 BOARD L BOLTEoro ROOM �g F HALL BATH BEDROOM - tSvc STAGGERED WJOISIS -ERS—A �� BOTH ENDS.SEE If,QJ➢Q3 SECT 5GI2 FIRST FLooRLwR�-cLliEoawam FIRST FLOOR CCONG PAD ON CONPAGfI� FASIIIIPT6=6P05,5 FIRST FLOOR EL 104Z SUBFl.00R SUBFLOOR EL,0H0 SOIL FOR MASONRY FINISH roCONCRETENALLNT SUBFLODR EL 104.9 PT 2z- 16'oc NEW 91?1.10ISTS®16'oc P.T.2X6SLL WlSEA18t NEW2z1'9.QI•oc EX1ST_2z1Dz IT" SMPSON C06i 2-PT_2z,0e I P-T 2.12s®i8'oc 3 P T.2z,2e NEV/S S`Tf ' INSILA ONO1�) o o INSTRAT10M lR� NEWBCOHC WAILS F WEB'z 18'CONG Y FOOTING TO R T FULL FasTeim ssroa<�N § i wT''AiL�spT�" FULL FULL BELDWGRADE 1z MA CONC. BASEMENT. - � � FACEA�NTGRADEEWWBAARTS BASEMENT BASEMENT SONOTUBE NP 2C TOP.NllW BOT EaTOCOFVVU DIA BIGFOOT FRG. TO M SELOW GRADE TOPOF SLAB RISE snvsoNnmNA Top oc sAe ttP.a:1a,xH POST BASE - W12:SIFT ,200E CONCRETE SONOTUSES - tP�CONgSTEFOUNDMIONwulc SECTION HALLBEDROOM SECTION@ FAMILY ROOM � B°'PGT. W P=sroN FDGTW� @ POST BABE USE P.T.6s6PO6T5 MAYBE USEDNCRETHFOOTINL A D N•GVPONGRAOEtiETRHTS REINFORCING AT A� avAcw>:m POST CAPS gp,:"til THE IfES- SHALLBENOTOT®IFANI a jtgfr�a'j`: .F A. 1 ERRORSoROWS5tO1LFAREFORMON SCALE: DRAWING NO.: Q® COTUtT BAY DESIGN, LLC NEW ADDITION FOR; _ WILLTHE SE RAVFINGSIK0DRro6TlAfDF 4� ; CONSTRUCTION THE90IDPGCONRlV TOR N 1 N 43 BREWSTER ROAD _, 1!4 1-0 -- y.�.A• WILLBER6PON9BIEFO)MODNIENT IN THESE NGSEOWSTRUCTHE MASHPEE,MA 02649 MAXWELL RESIDENCE � NGSARE�LIT TTH lAl 1 �/� DGSIGIRt DF ANY ERRWLSOROHSSOIS PH.(/�VTBl6`/2741t6E OF THESE AM DATE ` FAX(50V)53T9402 DF THE QYMffR NOTED.ANY OTHEITflSEDF 50 MARSTONS AVENUE HYANNIS, MA n `' 3THE D� � '�'= 5l912013 G�, r O r TF I�OIII ACT OF 159IIL ICOR MiIPROTECI(N iT 1 - I f ACf DF,990. �t16'-tP ; T-z IY2:1r T-IT ,r�✓-- -+5�..:�� .•P � it �1f xa.r&�- t ~•erg' �� � '4. RSHwGl65T , D .F I + B,. •F' 1• �✓x..- a SP COXPLYWOOD SE/7F9RG ' � �Y.. � tA: �,=F+• - 2:IZ RAFTERS 19 FELT FEli PAPER P61 UMPSON H 25 HUMMANECUPS - fF.� Of 9ARe'i182 3P WOE ICFANATEi 96RD � ' t'C +^ p ;i ALUMNUN MP EDGE § FASCW SOFFIT,8 F D tT "5 I I—SIRPPPMW BOARDS TO!UITCHE»D(•Y m -r .;. , 12 WPSW BOARD 4 I tt� R" �,1.. TYP 2z 6`NNL` - f_ +,, DETAIL AT ROOF' SCALE:1 R'=T-(P a:X low a 1 5 �• , mf Y.` ` 01 V, zae asP FY w THE FIHf» L6x B TIMBER RAFTERS ; ,,. ra:iclr Ale A - x A Ai i.. -¢,' {' .•.y ~ I V-131/ �r :.- � �� �n ,:�C 1 ,.':ram' s�". II•-z vc ,a`:tu ••.,�{' 1 (GABLE OOREf.EAT (GABLE OO.iA3q (fdM C OORN R) Ir-Io yr T-iOTl6' • 6 _ A� 9STE M-MW NEW zz t2RAFTcRS �n,),^'" �, � t � •-.;fi 1 r�� Al TYP b2z 124 roE%ISTINO 2aB RAIRFAS . = _ TIMBER FRAME INTERIOR PLAN a b i. , - �`_. f I / '' _ iF' P _•; I , FTs:r fa`'it°3"1-.eL FeV�E,)/w =."n,I Ir' � hs `y �-,: 6uNzD4E.R3Ix SHTtEzEmLFoOFS T STEEL STEELSEANOOW1ro 4 FO SIE2z 3EDtSTaDf 6EEL BEOAqOL LR LATE \\J Y ap''fiH•• >- f rz_•`t'S1 34 'F th.#e.'rF.i}lIIIIIII{l e.Mwx-r t1 T Yas-yTri.2 z([i z,s.33,1 r,St=�6 NSls S'dE E�L"e�yEA�Y y"AGG'£..rkP`,`'tI(IIIII s 1II z,`' § 6x 4a 31i6•S fEa PO S T WW1Ss1•TAT@zEFS3E6DFimE tzCiR pO+Sro?8L OI0 RsP[N S �OWNW } FOUNDATION T.r. rST TrSaEES. iEE rr(LL QpaPPIA YL13ATT46E)E STEELCOU"OLLL.- I GGROUTFORI?DWzT _ _ St �6 6zbx36ST[$POST - P ° y UNDEREAGHENDOF � �YwTO 1, IAO cowcRETEwm11a 4.4° MSS TOP VEW END VIEW ¢J r o, a r . 7 2 STEEL BEAWPOST DETAIL . .� - SCALE:12"=1'-0" az sA. A' ROOF FRAMING PLAN - 6T • - (CAME DORNE1 NOTES' a zr.P ua: �a I.)ALL ROOF RAFTERS TO BE 2 x 12s (VERFY W THE FfETD) UNLESS OTHERWISE NOTED 2) USE SIMPSON H2.5 HURRICANE CLIPS - AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEMYOUT W/OWNERS - - GOTUIT BAY DESIGN, LLC NEW ADDITION FOR. THE DE6 CdlEJt9 WBE NOTFEDGANY THESESORDffiSSIONSAFOSTARDON SCALE DRAWING NO.: EK 43 BREWSTER ROAD m=_sE xucmNGSPwoRtasraaroF "e, �_ `� NTtM EDRAIt THE Buch%TK=RVCTOR MASHPEE,MIA. 02649 -- � .�, 4iw�l WUBeREsvoTmelEwR,HEGarterr ^= 1 TI c MAXWELL RESIDENCE i wDff6EDRAWB(ERRODNSTRIx:TgN 1/4 1-0 PH. 508�274-1166 w 9 'ESE RAWM ARESOLELYMRTff Al2 FAX(50d)539-9402 \!a OESIGlH2 OF ANY ERRORS OR oemssos THESE ORNNDIG6 ARE SOLELY MR THE USE OF 7W TED SO 50 MARSTONS AVENUE HYANNIS, MA CONSEN OF THEDEaGNSRUNDRTHEDF DATE: "�� �_T_ 5/8/2013 TxwSENTOF THE DESIGNER T9pgi Tiff ARCHFTECTLOM COPMR PROTECTtM ACT OF IM TRIMMER STUD" —KING STi1DS MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGT B BA BUILT-UP CORNER S MODEL NO, DIA. MIN. EMBED. MIN. RER LENGT (PER PLA' (NAIL PE vF ) SSTB16 5/8 12 V 50' (PER DETAI 1 � SSTB16 5/8 12 �' S0• SHEARWALL SCHEDULE: OPENING I a SSTB20 5/8 16 %- S8• SSTB20 5/8 16 �' 58' SSTB24 5/8 20 �§' 66' ( I SSTB24 s/8 20 66• WALL TYPE SCHEDULE: --- ----------- CSIG STRAP SSTB28 7/8 24 7¢' 74' I SSTB28 7/9 24 7�' 74• ________i (PER GS �. 7/8 28 7,V 82' 'slf.PLYWOOD-(EDGES BLOCKED) j( SSTB34 7/8 28 iy 82• SSTB34 1 24' 96' I BdCOvIIKONORGALVAN¢ID BOX NAILS a�6'OC.EDGES AND SBIx30 Q HDU HOLDQWN 1 24' 96, SBTx30 12.00.FIELD HDU HOEDOWN *NOTE, #4 REBAR TO BE CENTERED ON HO SN)HOEDOWN CS16 �I IINOTE� #4 REBAR TO BE CENTERED ON HOEDOWN 4 AND LOCATED 3' TO 5' DOWN FROM TOP OF (PER GSM THREADED RO AND LOCATED 3' TO 5' DOWN FROM TOP OF %,PLYWOOD-(EDGS BLOCKED) THREADED ROD FOUNDATION WA FOUNDATION WALL /`� 8d COMMON OR GALVANIZED BOX NABS 3'O.C.EDGES AND LL I O.0 FIELD. PER SIMPSON MANUFACTURER'S SPECIFICATIONS. PER SIMPSON M UFACTURER'S SPECIFICATIONS. LTP5 a e a n a �ER - - - - " ' - a a 8d COMMON OR GALVANIZED BOX NAILS 2.O.C.EDGES AND ii ShD e" 45' 4- I'll (PER GSV',' ii 's!n'PLYWOOD,-(IDGESBLOCI®) _ IZ'O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE a v a' a > a °° ° #4 REA. R. SSTB HOLDOWN ANCHORm it 3 v W COUPLER - #4 REBARx a v vDSP (PER" - (PLACE SSTB ARROW 3�NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. SSTB HOLDOWN ANCHQ a EDGE DISTANCE v ON TOP OF ANCHOR r=- DIAGONAL DV CORNER : s POSITION IN WALL PER 1.75 FOR 2X4 W LL 3' Tp 4 REBAR u NOTE:FOR PLYWOOD SHEARWALL TYPS E.z,lti�D3I.ISTID 5 a APP CA )3 TO 5' a\-#4 REB LI TION - <"'"v �. SIMPSON MANUFACTURER'S 2.75' FOR 2X6 W ILL .v CNW COUP Z GUN ABOVE,8dCOMMONORGAI,VAVQIDBOXNAIIS=(Qt31zz'/2'i / LE w `I - DSP SILL PLATE / J USEDNAILSASUBSCHINGTHE NAIL DIAMETER AND LENGTH MAY BE SILL PLATE v SPECIFICATIONS. L <;. USED AS A SUBSTITUTE_ ANCHOR BQLTJ - (PER GS ANCHOR BOLT 7 <SSTB HOLOOWN"ANCHO EDGE DISTANCE v(PEP. GIN) v - MIN REBAR LENGTH (PER GSN): v 1.75' FOR 2X4 WALL' -s g W � SSTB HOLDIJWN ANCHOR2.75' FOR 2X6 ALL (� 24•APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WTiI-F APA HOLD DOWN f P L A kV VIEW H❑L D D❑W N C 5' MIN. TECHNICAL TOPIC TI100.INSTALL STHD14 HOLD DOWN STRAPS AS PLAN VIEW INDICATED IN TOLD DOWN SCHEDULE WINDOW OR DOOR ❑PENING ; EXTERIOR BUILDING CORNER BUILT-UP CORNER ST S MODEL NO. DIA. MIN. EMBED. MIN. REBAR LENGT (PER DETAI .1 ) SOLE PLATE CONNECTION SCHEDULE: SSTB 16 s/a 12 �' sD' 2x6 WALL SSTB20 5/8 16 58' 6x6 DOUG FIR POST 6' O.C. 4' O.C.SSTB24 CONNECTION TO FLOOR RIM BOARD ! � SSTB28 5/8 20 66'7/8 24 74• SHEARWALL HOLDDOWN SCHEDULE SSTB34 7/8 28 82' + + + + WALLTYPE SOLE PLATE CONNECTION TO RIM BOARD HDU H13LDO IN SBlx30 T 24' 96' + + + + SECOND FLOOR HOLDDOWNS: (3)-16d COMMON NAILS PER 16-. ` o *NOTEI #4 REBAR TO BE CENTERED ON HOLDOWN CS16 STRAP-,,.. t AND LOCATED 3' TO 5' DOWN FROM TOP [IF HOLD DOWN + HDUS-SDS23W/SSTB28l"DIAMECERANCHORBOLTw/CNws (PER GSN) THREADED R (PER PLAN) 'F + + ® s Q (4)-16d COMMON NAILS PER 16-- (PER WALL + COUPLER NUT BETWEEN SSTB28 AND jTHREADED ROD BJ'ID 2 PER SIMPSON MANUFACTURER SPECIFICATIONS. + + + HOLDOWN.POSITION SSTB28 WIA'NCHORMATETO >< MIN. REBAR FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT LTP5 "" #4 REBARR PLACEMENT (3)-SIMPSON SD525312(y"x 3Y='IwOOD SCREWS PER 16'. (PER GIN) iii PLAN VIEW ELEVATION VIEW u V _ FOUNDATION HOLDDOWNS: CONNECTION TO CONCRETE FOUNDATION Z k NOTES - HDU5-SDS2-5 W/SSTB24 i'DLIMEIERANCHOR BOLTW/CNWB - ',—DSP'(PER GINS JIMP O SILL PLATE CONNECTION TO CONCRETE -I k 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH COUPLER NUT BETWEEN SSTB24 AND;THREADED ROD INTO 3' TO v _ <2) ROWS QF 16d (0.162'x 3a') NAILS AT 6' O.C. FOR HOLDOWN.POSMONSs1B24W�ANCHORMATETO V #4 REBA d EDGE DIS 7ANC - (2) STORY SHEARWALLS. FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT X'DIA.ANCHOR BOLTS AT 32"O.C. SILL PLATE" v CNW CQUPLE Pam ' U ANCHOR BOLE v 1.75' FOR 2X4 WALL NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE WDL4M�ERA307 275' FOR 2X6 WAL 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH STEEL ANCHOR BOLTS WITH 3'.3'.y"PLATE WASHERS WITH 7• (PER GIN) SSTB HQLDOWN ANCHQ - - MINIMUM EMBEDMENT INTO CONCRETE. v _ SSTB HOEDOWN ANCHQ C2> ROWS OF 16d (0.162'x 3.5') NAILS AT 4. O.C. S I�rs-SDSuw/SSTBU DIAMETER ANCHORBOLTWiCNW f v (PLACE SSTB ARROW STAGGERED FOR 1ST STORY SHEARWALLS. CourIFRNrr BETWEEN ssraz8AND g THREADED ROD MID HOLDOWN.POSITION SSTB28 W/ANCHORMATE TO ON TOP OF ANCHOR HOLD DOWN @ DIAGONAL IN CORNER BUILT-UP CORNER @ PLACEMFORMW RR PRIOR TO CONCRETE POUR FOR CORRECT PLAN VIEW L"`�T- INTERI❑R BUILDING CORNER APPLICATION) END OF SHEARWALL RQQF SHEATHING ROOF SHEATHING LEGEND: SHEARWALL CONSTRUCTION: EDGE NAILING 1- ROOF RAPPER ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE ZX LSTA STRAP @ 16' O.C. 2X BLOCKING BETWEE PER PLAN STUDS AT EACH END OF WATT.(UNLESS NOTED OTBERARSE) . (PER GSM RAFTERS (NOTCH WE A SHEARWALL TYPE 2 FACE NAILHSIDE DOUBLE TOP PLATES ES 16d OP PLATES. AT 16'O-C USE(8)-Ibd- RQ>EACHEN G VENTILATION IF REG IR DGE NAILING O NAILS AT EACH SIDE OF LAP SPIdCESINTOP PLATES REFER TO ARCHITECTURAL SHEARWALL GRIDLINE PLANS FOR MORE INFO.) 3.NAILING FOR PERFORATED SFffARwALLS TO BE CONTINUED ABOVE (7S AND BELOW ALL OPENINGS IN sHEARwALL @ OI SHEARWALL HOLDDOWN TYPE4.ATTACH DOUBLE ZX STUDS AND BUILT-UP COR TER STUDS AT SHEARWALL ENDS WITH(2)16d NABS AT 6-O.C.FOR SECOND FLOOR SHEARWALL HOLDDOWN SHEARWALLS AND(2)16d NAILS AT 4.O-G STAGGERED FOR FIRST FLOOR SHEARWALLS sHEARwALL +++ +++++++ DBLE. 2X TOP PLAT .--- 5-REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL RQGF RAFTER PER PLAN. ( .__-.--_. EN PERFORATE SHEARWALL.CONTINUEPLYwooDABOVE SEE ALTERNATE REFER TO ARCHITECTURAL A�B�w SHEARWALL BIG ACCORDING TO PLANS FOR i ROOF RAFTER PER PLAN RAFTER DIMENSIONS AND iI H2_5A (INSTALL PRIOR ALTERNATE ATTACH APPOSING EAVE / TO BLOCKING AND K 4 OF KING STUDS REQUIRED AT WALL OPENING RAFTERS BELOW RIDGE REAM OR DETAI��1I�� PLYWOOD SHEATHING) DOUBLE 2X TQP PL ALTERNATES r\l2X STUD RIDGE BOARD WITH 2 x 4 COLLAR 4 fi TIE AS SHOWN. RIDGE STRAPS NOT - BEAM H2A TIP (INSTALL PRIOR REQUIRED WHEN USING A COLLAR CIF SHOWN [IN PLAT BC QNSTALL PRIOR Tp pLYWDOD f � Q WALL SHEATHING SHEATHING) ; y: AR ON NOTE= NOT REQUIRED TOP OF DOUBLE 2X STRUCTURAL RIDGE BE RAFTER TO TOP PLATE TOP PLATES, PROVIDE IF H2A IS USED AT 90' BEND TO 'EVERY RAFTER. BLUCKI THE DESIGNER swot M"vra�®ff a"r COTUIT BAY DESIGN, LLC NEW ADDITION FOR. ORO 1Of6�EFO1�O" SCALE: DRAWING NO.: 43 BREWSTER ROAD =':E— mcsvracreTosraaroF eoesrraDrnox.nK e�ntaesc rnxrRaaoR V'/a HUS E DpAw is FOR iTRI)CI FM 1/4"= 1'-0" MASHPEE,MA. 02649 w � PH.(508)274-1166 MAXWELL RESIDENCE ° °F�'�°Y° FAX(50 )539-9402 EoRAr�7SE� 50 MARSTONS AVENUE HYANNIS, MA ��«��R� cm� DATE: � Rr�,� 5/9/2013 A13 �, amarEciuwa-coPrrncair Pxa�crto" AGf OF ss0 ti za-,jr7 • First Floor — Existing Covered Porch Dining Room Covered Entry r-- I .- Bedroom Kitchen Entry Bathroom Family Room Bathroom Den Living Room Fi Sunroom 1. ,. !is ice. 4r Debra &Andrew Maxwell .50 Marston Avenue, Hyannis MA 02601 Scale: %" - 1' .ti .. Second Floor Existing Bathroom Bedroom ClosetEft Debra & Andrew Maxwell 50 Marston Avenue, Hyannis MA 02601 Scale: %" = V Basement - Existing Unfinished Basement , Crawls Unfinished ace r P r r��� Basement .� • _ Bement , I IIIII • I Unfinished Bulkhead Basement Bulkhead Unfinished 4J Basement L— -- .. .. ... : .. 4 . - � • is ' • � • Debra & Andrew Maxwell 50 Marston Avenue, Hyannis MA 02601 Scale: %" = 1' 1 [ Second Floor Above Garage - Existing: g . d. x ---------- Bedroom Bedroom I I Outside Stairs Stairs to attic .. - Room r—--- ---- Outside Stairs —---- j--------- i-- ----- �'��-- ----- I —— — ---- Room Storage Bathroom Mechanical a _ Room r -- ............. Debra & Andrew Maxwell 50 Marston Avenue, Hyannis MA 02601 Scale: %" = V �4/20/2016 20: 16 FAX R.001/002 Town Of Barnstable Regulatory Services i Thomas F.Ceiler,Director RARNSFABLF, MASS. Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508 790-6304 - Installer & Desi ner Certification Form Date: 1/20/06 Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.Q. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA -On 1/16/05 Robert Septic Service was issued a permit to install a, (date) (installer) septic system at 50 Marstons Avenue, Hyannis, MA based on a design drawn by (address) Shay Environmental Services. Inc. dated November 29, 2005 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral re1cationpo_P the distribution box and/or septic tank. c_ 2_- �l � I certify that the septic system referenced above was installed with majift changes (i.e greater than 10' lateral relocation of the SAS or any vertical relocation orza y cornp�e-nt of the septic system) but in accordance with State & Local Regulations. PI revision or certified as-built by designer io follow. C) r staller's Signature) CAR,';�N C, tS_`i t7 No. 1181 • �� (Designer's Signarure) (Affix r ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM ANEJ AS- BUILT CARD ARE RECEIVED BY THL BA9 STABLE PUBLIC HEALTH:DMS'ION. THANK YOU. Q: 14calth/5epLiclDnigner C crEitication Form 15 -' �50 -771 ©C_3 C_ } �l ' II Bedroom Bedroom I I Outside Stairs Stairs to attic Kitchen—to be removed F______-- Outside Stairs ' I I -- ----- L-- ----- L__ c I F-- ----- Room Storage Bathroom Mechanical Room FA En a �c f v J v on 00 c X W i1 s EXIST. ATTIC BELOW 1 CLOS. CLOS. EXIST. ATTIC EXIST. EXIST. � . HALL BEDROOM EXIST. BEDROOM e ' BATH 3D ..o a n � F �-E ovs e i E=. CXWEMM Pam! Dining Room 1 I a i Kitchen EXIST. Bedroom Bathroom Family Room Bathroom Den Ems,* 61F =====F=====r=--=== FT == --- — HI � II _ II LIWIM IINMI • I II .1 E W.CIPPME / r r i i 4 L__a I v I I 1 I i ----� Glo Ewa 00 1.0 � A M SE MON y�A .-7A f wti tanuy T♦ln&r As *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ALL OUTLET PIPES FROM THE ' ^ "c0�k 10 min. fromPROFILE VIER OF LEACHING SYSTEM DISTR13UTION Box SHALL BE T uBA;h . i x Existing Foundation house to septic tank Septic tank coven must be SET LEVEL FOR AT LEAST 2 FT. `t2" CONCRETE COVER D-BOX cover must be ax c r a a TOF = ELEV 100.25 within 6 in. of finished grade Not t0 Scale ,,., ♦ i•i.,. 6" of finished grade -- I �• Grade over Septic Tank - 94.00 Grade over SAS ELEV= 94.00 ----Grade over SAS ELEV- 94.00 s• e' /�"_ //s• A■µi1,p„■p,�■ ,- �� 3- 5 OUTLET •:.�,•. 2 C /,--Cr _ KNOCKOUTS to / i/� Ia♦Md GYwA♦d Stang ,YO S 4" PVC(CAPPED) INSPECTION PORT TO BE OUTLET ,!} 12" INLET p= ,.,"*- -+°�\._ > t:r4,_.:. 0.02 3 HOLE H-20 INSTALLED AND TO BE WITHIN 6. OF GRADE T of SAS \ 6" SrrIIC18t k> xi0 true..ete DIST. BOX 3' Maxrnum Cover oP .. NEW 5=0.01 or Greater S-" 0.010" per toot � 95.5' K i �n 1,500 GAL / t.Ts E TPIPF X K`! o 15 Effective Depth : 4" - SCH. 40 Te ". - FROM EXIST. FOUNDATION w SEPTIC TANK O - N v' S z4" Effective PLAN SECT CROSS-SECTION CONCRETE FULL FOVNGA 0 i SiCte7UQ.Ll „ . a' rn °' rn -' 4' 4 4 0 7 Units 2 7' = 49' -y d II II Y CO 2 SYSTEM PROFILE 6 in.of 3/4'-t t/2• °' �; e 3 H LE H-20 DI RIBUTION BOX i Nn A., compacted stone > a 12 SCALE Lam i'r a, Effective Width -� Not to Scale _ c u ,4 ®2 Pind%tkiy 8 .racrr OatP•.NAVrEa tb4•,h c cCL Effective length 6 in.of 3/4"-1 1/2' m SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES compacted stone NOTE: ALL COMPONENTS MUST HAVE RISERS TO W/IN 6" OF GRADE W INFILTRATOR MODEL 3050 (H-20 LOADING)/ SUMNER & DUNBAR 1. Contractor is responsible for Digsafe notification,'Verification of Utilities Bottom of Test Hole 1 Elev.=84.00 '(OR EQUIVALENT) and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set Obs. Groundwater - Test Hole 1 Elev.= NONE OBSERVED NOTE: LtVERALL'HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" level on 6" of 3/4"-1 1/2" stone. 3.;Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation PERCOLATION TEST v� 5 by Carmen E. Shay Environmental Services, Inc. Date of Percolation Test: NOVEMBER 16, 2005 j I I / The contractor shall install this system in accordance Test Performed By. Carmen E. Shay, R.S:, C.S. with Title V of the Massachusetts state code, the approved plan - Witnessed By. �h� j � � 108.00' ,� � and Local .Regulations. 'EXCAVATOR: Shay Environmental Srvcs., Inc. I i , 6. If, during installation the contractor encounters any Percolation Rate: 2 MPI ® 30" i I soil conditions or site conditions that are different W[ IeV II I I EXISTING from those shown on the soil log or in our design Test Hole Test Hole I 1 I HEN HOUSE/SHED installation must halt & immediate notification be I , I DEPTH SOILS ELEV.' DEPTH SOILS ELEV. I I r---_r- made to Carmen E. Shay - Environmental Services, Inc- DEPTH 1 No. 2 7. No vehicle or heavy machinery shall drive over the 0 94.001 0 98.50', I I I 1 L-----1------' ----�- I --� septic system unless noted as H-20 septic components. j8.rInstall Tuf-Tite gas baffles or equals on all outlet tee ends. Sandy Loam Sandy Loom I j i i j I i EST HOLE #2 9. All Distribution Lines shall be 4" diameter`Schedule 40 NSF PVC pipes. to YR 3/2 ,o YR 3/2 I I I ELEV. 98.50 10. All solidpiping, tees & fittings shall be 4" diameter 0"-6" A♦ 93.50 t I I I 1 I - g 0"-9' A, s7.75' I I I I 1 l Schedule 40 NSF PVC pipes with water tight joints. l I 1 L Loomy Loony I I L--_ I I I 1 co 11: Municipal Water is Connected to The Residence and Abutting to YR 5/6 10 YR 5/6 L_- II i I � Properties Within 150 Feet. EXISTING I .� s"- 30' B. 91.50 Med-Coarse I I I THE PROPERTY`LINES ARE APPROXIMATE AND I I DRIVEWAY I 0 20 40 50 COMPILED FROM THE SURVEY PLAN GENERATED BY 9"- 28" B 96.00 I 1 Med-Coarse l I I I I Sand Sand I I I GERALD A. MERCER & ASSOC.. of S. YARMOUTH, MA 2s Y 7/+ o" I j i LI "CERTIFIED PLOT PLAN OF "PARCEL A" MARSTONS AVENUE, HYANNIS, MA" 25 Y 7/4 30" 120 G 2B"- 132 G i i EXISTING i It , DATED APRIL 1960, PLAN BOOK 156 PAGE 37 I GARAGE I 1 t �, & THE DEED DESCRIPTION (BOOK 8947 PAGE 084) CV i i WlAccessory Apt., �� SCALE: 1 =20 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 1 \ L THE SEPTIC SYSTEM INSTALLATION. 40 POLYETHYLENE LINER FROM ELEV. ; I z BEDROOM 95.00 to 92.25 AND TO EXTEND i i Slab \�� EXISTING CESSPOOLS TO BE PUMPED ,OUT AND REMOVED. TWO SIDES AS SHOWN i I Foundation I - i t t NEW 1500 GAL. NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE � i 1 SEPTIC TANK 1 �.:,�\�----a\--------=--- N 4 i d -------- -- ---- ---- FROM THE EXISTING LEACH PITS TO BE' DISPOSED -Pere 1 98 # " " �, 1 ` OF AS PER BOARD OF HEALTH SPECIFICATIONS. Depth to PerK:.-30 to 48 -� :Perc Rate= 2 MPI PROJECT BENCH MARK I I NO ,WETLANDS ARE PRESENT WITHIN 200 OF THE PROPERTY _ w i r--N" t Observed :- � TOP F -,'Groundwater---Not n 0 0 FOUNDATION O\Ii No Observed ESHWT g ELEV, 100.00 (Assumed) ASSESSORS MAP 288 PAECEL 097 ADJUSTED H2O Elev. = :None O p 'o tx t l I "_--- LEGEND 3-24"OAN. ACCESS MANHOLES �- I � Failed I • t_O jCesspool - :. DENOTES PROPOSED DECK , SPOT GRADE 4r-- _.----------------- ,NLET - 1 11 1 i • ', i IL z DENOTES EXISTING INLET `�l `� / °" Er I I - ( 1 w X 104.46 SPOT GRADE I, THE ACCESS COVERS FOR THE SEPTIC TANK, j :v ri;^ 1 PARCEL A W l 1� DISTRIBUTION BOX AND LEACHING COMPONENT I = • �' 20' ` 1 (n 1 SHALL BE RAISED TO WITHIN 6 OF L 9,735 Square Feet + PL t I z, q /- 1- a , PROPERTY LINE z' FINISHED GRADE. I 1 W STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS 1 I Failed • 4-; , ON ALL OUTLET TEE ENDS i l Cesspoo 1 , fi_, Q I 96�- PROPOSED CONTOUR PLAN VIEW 3-24" REMOVABLE COVERS LL L - -- - - -97 EXISTING CONTOUR 1 f .5' 1 I I TEST H&E #1 i 1 ,= �,., I I _ELEV.- 4.0o I \\ _ I DEEP TEST HOLE & 3' min. clearance I -`- it M.Ei 1 I I _-.-` I O I INLET B m+�_T!}r mk,: wet to �,N� e•mY�. OUTLET "PERCOLATION TEST LOCATION INLE T�..Lkluidi 1 I r ' 6 FOOT STOCKADE FENCE 5. �. J r 5 -' I 1 I EXISTING E L _ 4'-0' min. O " a o.am" LkW depth 1 I I 3 9ED�OOAI O LL oa _ 3 - I r HOUSE i N I L i ,.._ 50 10'--0" 5'-B" I ` - I l I 1 PLOT PLAN CROSS SECTION END SECTION , 1 l OF _PROPOSED SEPTIC- SYSTEM UPGRADE TYPICAL H-10 LOADING`` 1500 GALLON SEPTIC TANK 1 1 , ----- ----- PREPARED FOR NOT TO'SCALE L May Substltlte for . Polyethylene Tank H 10 ulvalent MR . WILLIAM DAVIS Y �q , ., I I t .\ I I , AT 1 n Design Calculations � � -- g I I #,,,50 ARSTON Vo 550 Gal: Da M S AVENUE Number of Bedrooms. 5 Equivalent t / y (330 Gal./Day MID. per Title V) T Garbage Grinder. No � i g � HYAN N I S MA ,9 : I D Minimum MID. Per Title V Leaching Capacity Proposed: 550 Gal./Day./ ay ( ) = I _ Septic Tan 2 x 550 Gal. Da 1100 USE NEW 1,500 GAL' Septic Tank. � � F M. m percolation rate of <2 min. mch PREPARED BY. F�Z SOIL ABSORPTION AREA: Us g percol / _ 1 r _ _ G Bottom Area: 0.74 0l s ft. x 528 s ft. 390.72 gallons 3 _ L _ t� E 9 / q q 9 � 3.Op _ ,� I � CA 4gal./sq. ft. x 2 4 s ft. 165.76 gallons 'I ------ CAY SNdewall Area. 0.7 2 q 9 L - �1►l �1 I o Providing: = 556.48 gallons g -_ ENVIRONMENTAL°SERV CES I INC.I - 181 ' M HAVING A FF CTiVE'DEPTH,Use. 6 3050 H 20 INFILTRATOR CHAMBERS, HA G 2 E E D _ P.O. BOX 627 o _ _ I c 4 F WASHED `ON THE I ES AND _ l 4 :W'x 7 L TO 8E USED WITH 0 S ED E S D ': ISTE,. _ A H-�7 � s EAST F LMOUT MA 02536 -1 OF WASHED STONE ON THE .ENDS. , -_ =i P , _L FAX _ _.79 ...VARIANCE REQUESTED: TEL 508 539 66 9 ' 4 1 4 " , o A r 0 0 Y -, 1 RI H T 0 U- _� SCALE: ,1 - 20 DRAWN B CES OATE.NOV. 2 2005 VARIANCE T AN A 5 F FROM THE HOUSE FOUNDATION. F 1. REQUEST A VA CE 0 LOCATE SAS 1,8. FEET RO E F _lN � , AY -� NAM • PP. W SHEET :1 OF PROJE T S 8 3 FILE E SD833 D G S E 1 A`40 MIL RUBBER LINER HAS BEEN PROVIDED.'` C D 3 I s. L,