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0018 CORNWALL COURT - Health
f ` 18 Cornwall Court - t Cotuit .P 056 013 -- _--- - Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 18 Cornwall Ct Property Address Richard Morecz _ Owner Owner's Name information is required for every Cotuit Ma 02635'" 2/19/2015 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:When A. General.Information filling out forms - - on the computer, r use only the tab 1. Inspector: 1 '+ key to move your cursor-do not Michael DiBuono use the return Name of Inspector key. DiBuono Sewer and Drain _ Q Company Name 8 Johns path IL Company Address S Yarmouth MA 02664 City/Town State Zip Code 508-364-9587 S113522 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 �1'e—�-2/19/2015 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•3/13 Title 5 Official Inspection For u rface Sewage Disposal System•Page 1 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. Cityrrown 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: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 31.0 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The system contains a 1,000 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of two 6x6 Concrete-Leaching pits. The second was added in 1988. The second pit is dry and has yet to receive flow. 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 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name - information is Cotuit Ma 02635. 2/19/2015 required for every ' 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 Conifitionally'Pa'sses(cost.)': ❑ 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): ❑ brokenpipe(s) are re laced Y N ND p ❑ ❑ ❑ (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): I C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation q a uation b the Board of Health In order to determin e ne 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 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 '/z day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts N W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more th.an..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. El ® 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 ❑ Elthe 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 W a - Title 5 Official Inspection tion Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c�M •'" 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 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? ® ❑ 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): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 (Sins-3/13 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 18 Cornwall Ct �M Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. Cltyfrown State Zip Code Date of Inspection D. System Information Description: The system contains a 1,000 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of two 6x6 Concrete Leaching pits. The second was added in 1988. The second pit is dry and has yet to receive flow. Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): 2013 63,000 Detail: 2012 62,000 for a total of 173 GPD Sump pump? ❑ Yes ® No Last date of occupancy: Occupied Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3113 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 - No t off r o Voluntary Assessments ;M 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is -- required for every Cotuit Ma 02635 2/19/2015 page. Cityrrown 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: 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, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and .maintenance contract(to be obtained from system owner) 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 Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M •y''y 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 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: 26 years Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 18 "s feet Material of construction: ® cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): :) System is vented throu ht the roof Septic Tank(locate on site plan): Depth below grade: 1 ft feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑.pol eth lene y y ❑ other(explain) 1,000 gallon If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gallon Sludge depth: 3"s 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 M 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. Citylrown State Zip Code Date of Inspection D. System tem Informatio n (cont.) Septic Tank (cont.) •Distance from top of sludge,to-bottom-of-outlet tee or baffle 24 s Scum thickness 3"s Distance from top of scum to top of outlet tee or baffle 42"s Distance from bottom of scum to bottom of outlet tee or baffle "Sludge stick How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid levels are normal. tank was pumped Nov 214 Grease Trap (locate on site plan): Depth below grade: NA feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene El 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 W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tees/Baffles are in place. No signs of carry over 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 El 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for eve Cotuit Ma every 02635 2/19/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened)p ) (locate on site plan): Depth of liquid level above-outlet 'invert At Normal Level 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.): Distrinution Box is level and at normal level with no signs of carry over or decay. 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.): * 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: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Mass achusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Volunt ary tar Assessme nts Y 'cw 18 Cornwall Ct M Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Mci GZ6375" 2/19/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching-pits., number: 2 ❑ 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.): No signs of carry over. no signs of h drualic failure 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 18 Cornwall Ct Property Address --------- Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. City/Town 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.): No signs of ponding or hydruulic failure 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-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 VoluntaryAssessments ssments °M 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 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 I t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Assessing As-Built Cards Page I—of 1 LOCATION 1� 5 EW A C E PE NMIT NO. VI l l A C E �CL��raL�9d6 �-`3- 2 l INSTALLER'S . N.AKE..: .i. MA.0D•W..E-S5 8 UILDE�1 OR. OWNER p DATE PEItMIT ISSUED C .ji�i DATE COMPLIANCE ISSUED i e P 0 i Ii http /www.town.barnstable.ma.us/Assessing/HMdispIay.asp?mappai=056013&seq=1 11/6/2014 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct �M Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 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: 35+ ft 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: ❑ Checked with local excavators, installers- (attach documentation) ® Accessed USGS database -explain: usgs map. You must describe how you established the high ground water elevation: Property sits 40 ft above nearest water venue. According to usgs maps system is approximately 50 ft aboveground water. 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 f Commonwealth of Massachusetts W Title 5 Official In Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 18 Cornwall Ct Property Address Richard Morecz Owner Owner's Name information is required for every Cotuit Ma 02635 2/19/2015 page. City/Town State Zip Code Daeof spection 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 COMMONWEALTH OF MASSACHU SETTS EXECUTIVE OFFICE OF ENVIRQNMENTAL.AFFAfl',S / 6� a DEPARTMENT OF ENVIRONMENTAL PROTECTION APR 0 8 2003 t TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY:ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEJA$ORM ©r� PART A CERTIFICATION PARCEL : ` 3 r ( R LOT Property Address: , Owner's Name. Owner's Addr pi 36o9 S� Date of Inspection -q Name of Inspecto (plea e p int) )Of°�Q� Company Name. Mailing Address: .0 ` S/ Telephone Number: Wit-77/- 1-3q!9 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was`performed based on my training and experience in the proper function and maintenance ofon.site sewage disposal systems. 1 am a DEP approved system inspector pursuant t Section 15.340 of Title 5(310 CMR 15.000).. The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority -Fails Inspector's.Signature: Date: �3 The system.inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or.greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer; if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at.the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/20.00 page 1 Page 2 of 11 T OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: (1,P4J71ff_1JV_U. Owner Date of In ection: Inspection Summary: Check A,B,C;D or E/ALWAYS complete all of Section D A. /_$yssem Passes: // .: 1 have norfound any-information which indicates.that any of the;fail_ure,criteria described;in.3 10 CMR.. - 75:303 or iri 310 CMR 13.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair;as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is.metal and over 20 years old* or the septic tank(whether metal or not).is structurally unsound,exhibits substantial infiltration or exfiltration or:tank failure is imminent:System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health: *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or breakout or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with- approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping.more than'4 times a year due to broken or obstructed pipe(s).,The system will pass inspection if(with approval.of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: d / Owner Date.of In ection: 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. Ts failing to protect public health, safety or the environment. 1: : System'wiil pass-untess`Board.of Health determines in accordance.with 310 CMR 15.303(1)(b)that the. system is not functioning in a manner which will protect.public health,safety and.the environment: Cesspool or privy is within 50 feet of a surface water. Cesspool,or privy is within 50 feet of a,bordering vegetated:wetland or.a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any).,deter.mines 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.ofa. 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 aseptic tank and.SAS.and the SAS is within 50 feet of a private water supply well. . The system has a septic tank and SAS and the SAS is less than 100 feet.but 50 feet or more from a. private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified.laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of.ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that:no other failure criteria are triggered. A copy of the analysis,must be attached to this form: 3. Other: 3 v Page.4 of 1] OFFICIAL INSPECTION.FORM—:NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE-SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A CERTIFICATION(continued) Property Address: OPMZ,00 A Owner: Date of I ectio (' 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 _1J 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 is7ess than 6"below invert or available volume is less than'7z day flow _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped W 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. ?V Any portion of a cesspool or privy is within 50 feet of a:private water supply well. Any portion of a cesspool or privyis less than:100 feet butgreater than 50 feet-from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facilityand 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.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board.of Health to determine what will be necessary to correctthe failure. E. Large Systems: To be considered a large system the system must serve a.facilitywith a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply — _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply-well If you have answered"yes"to any questibn in Section E the system is considered a significant threat,or answered "yes"'in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR. 15.304.The system owner should contact the appropriate regional office of the Department. ,a Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIONfORM PART B CHECKLIST Property Address: Q Owner: Date of In ectio62, 0-0- 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 _ v"."Has the system received normal flows in the previous two week period? _ �Z 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? j_ 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)or!the site hasbeendetermined based on: Yes no _ Existing information. For example,a plan.at the Board of Health. c/ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: Date of pectin _ FLOW CONDITIONS RESIDENTIAL I/' Number of bedrooms(design):_� Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 11.0 gpd x 4 of bedrooms):: Number of current residents: ts� Does residence have a garbage grinder(yes or,no): 1,290 r ` Is laundry on a separate sewage system(yes or no):. f if yes separate inspection required] Laundry system inspected(yes or no):_/2(,6 Seasonal use: (yes or no�t Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes or no) Last date of occupancy: C COMMERCIAL/INDUSTRIAt/X Type.of establishment: Design flow(based on 310 CMR.15.203): gpd Basis of design flow(seats/persons/sgft,etc,): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part of the inspection(yes or n If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYgE OF SYSTEM 1/ Septic tank,distribution box,soil absorption system . _Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes;attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from.system owner) _Tight tank Attach a copy of the DEP approval _.Other'(descrbe): 11 p roximate age of all components, date install d(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no 6 Page 7 of 11, . OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.-INFORMATION(continued) Property Address: ( J Owner: Date of I pection: BUILDING SEWER(locate on site plan) Depth below.grade: Materials of construction:_cast iron 40 PVC other(explain): Distance from private water supply well or suction.line:_ Comments(on condition of joints,venting,evidence of leakage;etc.): ' SEPTIC TANK: t/locate on site plan) Depth below grader Material of construction:_✓concrete_metal fiberglass_polyethylene —other(explain) . If tank ismetal list age:- Is age confirmed by a Certificate of Compliance(yes for no):—(attach.a copy of certificate) . Dimensions: Sludge depth:J Distance from top of sludge to bottom of outlet.tee.or baffle: Scum thickness: 0" Distance from top,of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle:� How were dimensions determined: ,( CLLLJ ��XJ ,e Comments.(on pumping recommen ations, inlet and outlet tee or baffle condition,structural.integrity, liquid levels as related to outlet invert,evidence of leakage, tp.): L ir. GREASE TRAI (locate on siteplan)' Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum.thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping:. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 4 7 Page 8 of l l OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .PART C . SYSTEM'INFORMATION(continued) Property Address: ( J Gt/Lr` Owner: Date of 1 pection: kb9WAI-2 TIGHT or HOLDING TANK`ANtank must be pumped at time of inspection)(locate on.site plan) Depth below grade: Material of construction: concrete -metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of lash pumping: Comments(condition of alarm and float switches, etc.):, DISTRIBUTION BOX (if present must be opened)(locate on site plan) . Depth of liquid level above outlet 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.):. PUMP CHAMBER-Atoocate on site plan) Pumps.in working order(yes or no): Alarms in working order(:yes or no): , Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of I 1 OFFICIAL INSPECTION FORM 'NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Z( Owner: Date of pection: SOIL.ABSORPTION SYSTEM (SAS): . (locate on site plan,.excavation not required) If SAS not.located explain why: Type ✓lcaching pits,number: 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, let ): ox 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 or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc,): PRIVY cate 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.): 9 Page 10 of 1] OFFICIAL INSPECTION'.FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM:INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner Date of pecti n: Cep SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal.system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. 9 i i i t o j 10 Page 1 l of 11 OFFICIAL INSPECTION:FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: /� ( (/"",?b,—/ Owner: Date of n ection SITE EXAM Slope Surface water Check cellar Shallow wells Estimated.depth to ground water—Lq feet Please indicate(check).all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked;date of design plan reviewed:. Observed site(abutting.property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with.local excavators, installers-(attach documentation) 777 Accessed USGS database.-explain: You must describe how you established the high ground water elevation: l 1. Permit Number`: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION. Site Location: Lot No. Owner: /�UU1/f�1Q Address: Selofe-- Contractor: 'e / Address: Notes- STEP 1 Measure depth to water table p+ to nearest 1/10 ft. ...:.......:. Date .............................. month/day/year STEP 2 Using Water-Level Range Zone and Index WeII'Map locate site and determine: OAppropriate index well............. ... .:...........1"!... .... 0 Water-level.range zone :. .................... G STEP 3 Using monthly report"Current Water Resources Conditions" determine cur,rent.depth to water level for index Well ........................... month/year STEP 4 Using Table of Water-I eve 1.Adjustments for index-well (STEP 2A),current depth to Water level for index well (STEP 3)., and water-level zone (STEP 213) determine water-level adjustment.........................:.............................:.................:.....:........... J` STEP 5 . Estimate depth to high water by subtracting the water level adjustment (STEP 4) frommeasured'depth to water level at site (STEP.1) ........................:...........:.....:.................................................................... Figure 13:;-Reproducible computation form. 15 .. yy ..a..,.. ...,,.�,....... ��Tom....-._.�......,...-a..--. ".' ��' .. �..�,....�..F7..,..�_.�if.._..,...�...o.......e..,�.. V I.yaW i LOCATION SEWAGE PERMIT NO. kO'7' 4S- 001CA/�V,4,Cj- Rl 3;z v VILLAGE INSTA LLER'S NAME i ADDRESS IfUII !)E � OR OWNER 0'M oAe��J DATE PERMIT ISSUED , �f � -�, DATE C0INPLIANCE ISSUED � i �W ' r tTHE COMMONWEALTH OF MASS'ACHU�i,ETTS BOAR® OF HEALTH ........................................................... e ApplirFatiou for 11hipati al Work,5 Towitrurtion amit s. Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual:8ewage Disposal tv - Sy,qem at: aal. ..I.................. ........ ... ............................................... 4 .. Location-Add ss or Lot aV. . .--I r .--•---••----•------------------------ ----------�.. .�. .. .. TMI------------....... --- W c. . . .� G --•- Address inn Type of Bui in ` Size Lot.2____ � r .Sq. feet' ,., Dwelling—No. of Bedrooms............. ...:.._...............Expansion Attic ( ) Garbage Grinder j�oe j f `404 Other—T e of Building No. of persons....._ Showers --Cafeteria Q' Other fixtures ................................................. W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacity._ Ad-gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No................:.I . Width..........._........ Total Length.................... Total leaching area............_.......sq. ft. Seepage Pit No------<__----------- Diameter----f-�__,._... Depth below inlet.._,............. Total leaching area...:— ....sq.,ft. Z Other Distribution box ( ) Dosing tank ( ) '-, Percolation Test Results Performed by.......................................................................... Daie........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-___---_-____-__-_---__. G� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -- •--•-------------------------------•----••-------------•--••-----...--------..........-••------....:...-----•-----•----•---•---................--•-•---•--.. 0 Description of Soil......................................................................................................................................................................... x W •---••--•--•---- ------. ----•- UNature of Repairs or Alterations—Answer when applicable................................................................................................. ...................................................................................................................................... -•-- ...............................................•--------7.... Agreement: "A", °I f The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ued by the boar health. tP " Signed !`'!!Y�..........-•------------••- Q. ,y ,_.... D <.. Application Approved By-•=....... -��' /{yG� '..---`� ate - Applieati isapproved for t e f lowing redsons-................................................................................................................. .................. ••-••-• ........ - -------- -------------------------------------------------------------------------------------------------------------------------- Date if Permit No. ........... Issued... to ...... `y •. t1-�0`Z Date........................... %wool No....................... F.RB.............5 ................ THE COMMONWEALTH OF MASdACHUSETTSk BOARU*0F HEALTH ...................... ....................OF......I—,................... Appliration for Dhipaiial Works— Tunstrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: I ..('.0m ................ ............ .......... .... ............................................................ Location...Od;,Os 4 jL e or Lot 0 01.......... ........... -A------------------------------------ ........... AA........................ tt "d A....................... Address Type of Bul Size Lot..-�� _41.1.Sq. feet U -Y.0 Dwelling—No. o#�Bedrooms . . ......................... ...ExpansiooAttic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Otherfixtures ..................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 1:4 Septic Tank—Liquid capacity':_ _:....gallons Length................ Width._............._ Diameter..._.__...._.... Depth......_.._._._ Disposal Trench—No. .................... Width.......:.....__..... Total Length.....__:........... Total leaching area......................9q. ft. Seepage Pit No_____________________ Diameter.._:.;.:._.......... Depth below inlet.................... Total leaching area......*..........A..sq. ft. Z Other Distribution box Dosing tank 0-4 Percolation Test Results Performed by........................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......_.._.._._...._._.. t14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... .............................................................................. ............................................................................. 0 Description of Soil........................................................................................................................................................................ U ......................1..................................... ........... ----------------------**--------*----------------------------------------------------------*------- --- ---------------- ---------------------------------------:.......................................................................................................... ...... ---------.... ------------------------ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLIT11 5 of the State Sanitary Qpdg—The undersipped, further agrees not to place the system;n operation until a Certificate of Compliance has b cen i 'uV by e b ra health. Signed----------.....................A.......................I............................. ... ... .......... A ............ pplication Approved By.............. ....................... ............................ ........00 A ....9.,Y . Date Applicatio/bisa.proved for I e f"owing reasons:................................................................................................................ .............. .... ..................................................... ....................................................................................................m.................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...............................................:...................................... (9rdifiratr of Tomptiaurr TH T constructed or Repaired by..... .. ... ................................................................ at..... ................ ...................................... has been installed in accordance with the provisions of T�&_5YXk State Sanitary Code as described in the application for Dlspos� Works Construction Permit No........................... ............ dated................................................ TH ISS ANr OF THIS CERTIFICATE SHALL NOT BE CONSTR "S A GUARANTEE THAT THE E CT14 S I YSTEM L I ON SATISFACTORY. ........ DATE.,...... .. ............................................................ Inspector.......-- .................................................................. . THE COMMONWEALTH OF'MASSACHUSETTS BOARD OF HEALTH ......................................0 F................................................... ................................. No......................... FEE........................ 19toplis or s rrmit tN*rAystrayPermission ereby granted._.__..._ ........................................................................................ .............................. ........... to Constrftt/(1- )go%:-,Repa idua4SpwageaNZ�ystem at No.. If I..f (0... � ...........................................................................f........................................................................................7..................... Street as shown on the application for Disposal Works Construction_R@ru1it No..................�ated............................I.......... ------------- ---------------- of Health DATE--------------- ............................................................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS II 73.S93 _ P/7- ��4 �, 7 �1� 140 ---OCAOA T/ON, e 0 i I, o � A61z.s.00 h �t t4 WA 4 � w � w oG r XR } L �L•4N S•yow/.UG'Fo�ivD,4T/ON ��c�``����`���y 8AR1V5TABLE �COTI//TJ AxIA , ": ',o ; w Oq �; `1 STEM�yO �ti c�o.SERf� Io LWAIA suR�/a CALF/ `=3C> ,C/ORtiI��CI G",QO SSMA�CI CE�C/TE',q!//L L F' �v/A. a _5:55WAG'E RERM/7�"�c/0 i NO..D....:1©.` .. fi ,, Fus......r� ..r' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........oFr. - b .. Appliration for Disposal Works, Tonstrar#ion Frrmit Application is hereby made for a Permit to Construct ( ) or Repair'( ) an Individual Sewage Disposal System at Location-Address or Lot No. ...M.OzVA*•.*.............. .......................... ........................ ................ ......----•-•...... ..............•. Owner Address a Installer Address Type of Building Size Lot.......:....................Sq. feet ", Dwelling—No. of Bedrooms...:--�------------------------------------Expansion Attic ( ) Garbage Grinder ( ) a . aOther—Type of Building ................•---:....... No. of persons..............._...._....... Showers ( ) — Cafeteria ( ) lid Other fixtures .......................•--.........---................---••---------•-•-•----•---•-•------------------....................... Design Flow......... ........................gallons per person per day. Total daily flow.........�.....0..._..:...............gallons. WW ... WSeptic,Tank—Liquid capacity___.........gallons Length................ Width................. Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching'area.....................sq. ft. •Seepage Pit No......I..........:.. Diameter....O_:b_.`........ Depth below inlet.-:.Pr_:.......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank aPercolation Test.Results Performed by ............................................. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water...........:............ fi, Test Pit No. 2................minutes per`inch Depth of Test Pit............,....... Depth to ground water.......................... a .................•--••-•--••--•-......••..........--•---..................-••----..........:.••-•...... 0 Description of Soil......................................................... ----•------•----•-••----•-------•--...-------••-------------•------•-•-•-------.................---•--..•••... U --•......................•--........-•--•-••• ------............ --••-•--•-...........•• ........................................................................................... W ------•---------------- ----------•--•---.-----••••••-----------U Nature of Repairs or Alterations—Answer when applicable__...6AD......-01ti'e-. . . ..�Q_:..`p'r .. '\. �....:......... •------•............................................. Agreement: ' The undersigned agrees to install the aforedescribed Individual Sewage Disposal.System in accordance with the provisions of ilTL L 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the b ak' t Signed--_. a ... `7/ ----------• --•-••• ------._.. te Application Approved By... .......... .. .............................. • ............ Date Application Disapproved for the following reasons:.......-...................................................................................................... - ` p---,---------------------•-----•------------•---•---------...._.......--•------------•---------•--•-•----•-•--••-----...--------•-••................ Permit No..........4.'5.. l ` ................. Issued.... .Date...... Date J No........:::�©�� Fxx THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF .......................................... Appliration- for Dispasal Works Tonstrurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: 117 Cz." Vj OVA -C-%. ..................................................... .... ........ ..... Location-Address I or Lot No. Q A%t.,soLO,- .......................... .................................................................................................. Owner Address .................................................G...a.p.-..I...._............................... ...........--b......9 ".r......rz-....?.Q.......................................... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...... ..................................Expansion Attic Garbage Grinder ( Other—Type of Building ............................ No. of persons........_................--.. Showers Cafeteria ( Otherfixtures ...................................................................................................................................................... Design Flow.........ic.3*5.......................:...gallons per person per day. Total daily flow........ .......................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter........_..._.._ Depth................ Disposal Trench—No..................... Width...._....:.......... Total Length............._...... Total leaching area_.............._.__sq. ft. Seepage Pit No.....1.............. Diameter....%.A%....... Depth below inlet....'........... Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) 0 4 Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit............._...... Depth to ground water........................ 04 -----------------------------------------*--------------------------------------*-*"***'*----------------------------*-------------------------*...*.... 0 Description of Soil........................................................................................................................................................................ ------------------------------------------**------*---------- ------------*-,***'*'*------------------------"........**----------------------------------------------------------- .................................................................................................................................................................. 15.................................. U Nature of Repairs or Alterations—Answer when applicable..--AVO-------O..Y` ......6Y.k........ ....."...2l................ ............ ........ ----------- �0 -1----- ---- '....7Mrk ................................................................................... . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T I T 1Z 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board-ofhealth. ___A_ .................... Signed~,, ............................. .................. ............................... Date Application Approved By.............e..�.. ............ ......... ........... Date Application Disapproved for the following reasons:.............................................................................................................. ....................................................................................................................................................................................................... Date PermitNo.--.---- .................. IssuedL..................................................... Daft ——------------—------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7 ...................................-0k.'_� OF ........................................ ..... ..................... (9rdifiratp of Tomplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by.......................... ................Ra�E(=.................................................................................................... ........ . Installer at.................... ....... _kk....... . .. . .... C..o... -..V...u.................................................................. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.........FAX-n...b2._� ..... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.........................\....... .16............................ Inspector.........\ .... .. .... ........ --------*------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH FEE...' jQ.......... Disposal Works Tanstrmliatt ranfit Permission is hereby granted........... 01'0"t......S,'Off_ ...... .......................................................... to Construct or Repair ( "-)'atr Individual Sewage Disposal- System a No........�A.y............. VU(A�', I I 4r, 6 V&,(- 4 OT UV % t ....................................................................................................................................................... Street as shown on the application for Disposal Works Construction Permit No.-Al.-L�2_!e Dated.......................................... ..... i- .......................................................... e4e� DATE. �x -•-)--« - D 7 ................................ Board of Health TOWN OF BARNSTABLE LOCATION i IF Co p V V-y e1\ G:oug2'T SEWAGE # VILLAGE ASSESSOR'S MAP & LOT -OL7 .t INSTALLER'S NAME & PHONE NO. G P I 6 j s emu SEPTIC TANK CAPACITY LEACHING FACILITY:(type) QQ U-A�;r PTr- (size) 6y(e cu� NO. OF BEDROOMS PRIVATE WELL OR BLIC WATE BUILDER OR OWNER C-0`-e— DATE PERMIT ISSUED: DATE COZIPLIANCE ISSUED• VARIANCE GRANTED: Yes No �� o � P Q NE U (��(� �7 nowt U ul l7 •>vERFr BxIsnN6 FRAMIFG cONwnoNs PRIOR ro EsrABL15NNG rLF of (yam �1/ /JJ� M o 0 NBw coNc.rIrN.L(ADJST roP of C-l�n M�^�C R ROOR AS TO ALIGN MST. J' `1 -�y FOUWATION 6ENERAL NOTES N w TOP OF HEIGHT CONCRETE WALL5 TO BE -FOOTINGS AT MASOMtY FIREPLACES TO I I _ FOINDATION W LL 10'THCA ON 24%12'CO TINlgf CONCRETE FRO.EcT 1Y BEYOND FIREFLALE F06WATON , U ."f NOVv! "� O R®AR 0 OP KEY, OF KALL VERIFY TO BE 5�' 9 ON 1... Y/AT�INfER1EO�FN�1 r.,6. t t�A EasnN6 FRAM1x6 carromaNS PRIOR To _(3)45 REBAR ESTASLI (ADJlSi SMNGKVl TAS )OP OF Cj F"No WALL -POST CLNNEcTION AT ATTACHED PORGIES To eE LAST IWO'S.RFACE OF WN-L 9'1' B'-B' 5-7V k'.-. W 51HISM PB44 OR PP64(12 6UA6W _ . o CONCRETE FROST NAILS TO BE 10•MICK STEEL POST BASE ANCHORS ° � ° ' I m k oN 24 x r na4 Es5 ate)cLNnN as W �J 3 VAT.RED p p O.L. TO BE r M.6R�Y MSNTIOF 4N5 -ALL STEEL-LONSLnOI6 ria DED rMIN,FROM FIN.GRADE TO BOTTOM OP FOOTING) IN FIELD x§ x x r 0 b SILLS TO BE(y 1x6(PRESSJIRE TREATED)W SWI(I2° -CO WrTNMS OF FILL HEIGHT FOUNDATION .:N. 10'CONCRETE K4LL 6ALVAMIZED 5T®-ANCHOR BOLTS 6 4'-0'OC.MN AND WALLS TO FROSTPIALLS TO BE SECURED W 4.S o ON 34'%12' O 13'FROM COWIERS.BOLTS SHALL ENGAGE BOTH KEY (LAST FROM ..I.' CONCRETE FOOTING PLATES MS FASTENED W 9'%S'PLATE KASHH25. q y m THERE SHALL BE A MR OF 1 BOLTS PER SILL.KASHER -NO FOOTING i0 BE PLACED IN KAIETi K ;4 TO SIT ON UPPER$ILL OR FROZEN 50L 6 •. ALIGN NSW ATLONGMETE�TR816TH MIN FL•DPW PSI -SEE STRYTIRAL 6EtERAL NOTES AND SLAB N E%HST. m rMCAL OETAILS FOR OTHER REWREHEWS a=+ SA5EhET/r SLAB5 TO BE 4-CONCRETE •.I' (SOOO PSU W WM 6%6 W.43H.4 WIRE c�.T Wff ON 6 WL.VAPOR BARRIER RJ�AR t0 :..I. OVER 6'P -61RRAVW GRAVEN- COMPACTED TO 45%MAX DRY DENSITY WALL/DEMO LE6END AR .....:.::.:_ .o TOP OF FOOnN6 n,-0. ............._.._. YO I@Io/E TO G] BE L.' •BA5&8E? Vl E%STING NVAIL6 TO `— y 'o = REMAIN ^m T' I0. T' NFB'1 YIN.LB (� Y� DEMO NOTES 1�1 FOUNDATIGN CET?.iL!TY?IGAL) EOSTING OASRED WNDOYS 4 WALLS (ry Li TO BE REMOVED AND PATCHED AS y SCALE, 1/3 -: I N�OR RER.PCED AS NOTED. m CD V '^\ W a � VERIFY EQST.FRA HM LLNDn70N5 ` PRIOR TO ESTAB ISH216 TOP OF Far cOlc.T'4V.L(AOJST TOP OF WALL AS NEEDED TO ALIGN EXIST. FLLVR WTI NB'U A2 I v A2 BEDROOM 2 ---------------------------- ------------- --------------------------- D _ ------'----------- ------- , i SEAT T i DRILL M REBAR 4' O EX COiL: ' i , I ' i ; 0 WALL!FOOTING Y OC.VB".. ' C , , , SI !GEIRC E T EFG%Y GROUT,F✓@ Y ' v w'LL I�FOQfT ION69N INTO R✓8'/LOHGS' � ' I cl , , , , I, ----� -BASEMENT ---IC'---- ,L"I Rd' BI/Y B i v4 I RD.3-w 6xs-0T � W.I.G. nor_-A y I naaw-TRu 5area - MAr HEI6A OF + , § ( � /U MASTER BEDROOM :o 9 SMOOTH 4AR6 3W ! x ELS TAB .----- ---- ��$...�.-5��5^'--<Y� S rLvisWN$) I-av� '10P of WALLm 5°eaUm`o3�=S.�gd y_TovEL OF sLAO IZO.,z-Io 6 x 5-0 T 6E of r azt MASTER HALL �. 1-1 �? 3 I (6Ru.LES, (un c�iF�z EAST.FUND.TO LEVEL OF S ' e e ' m c iug FAST.SUB c +3— p , SH , _ , 2J0 KALLS ON P.T. , , ___________ I— ___:ILE ____________ 1 ' 4 �------------ ------------------------ — - - - --; I I ; , .__----- 5TQt5 -=i - - - - - - ------- ---- I }IN6 � � tit T TO u LOCATION OF FOlIDATION L a, I� KALL To Be DEIERMlED ' m' BEDROOM 3 c—CU O O BY WT FLDOR PAN j- .I -P U L LL V Cu Cu LA U- -----_---- ig c ! c CUU O .0 L0y r0 v O O c 6ENE RAL PLAN NOTES �QJ-S OF k4 ¢ LQ 1 V9 ALL EXT.MALLS TO •Of IftINLE55 NOTE BOTHERWSE IA' - e o R •B T N '� . -ALL TNT.K S N TO O HB"•W' >� Zz " �1 •yR �-1 b no. not - L.L.(UNF�S NOTED aTHEfWSE � ° � ° 3f+7/0 G f -KMLS HUM POLICET DOORS To �uryl EE 2MS rrMCALJ &LlCTURA! #. date 09 MARCH 2OII -WNDORS TO BE'ANDERSEN W VDYIRI6Hr' 4'1' NS 9'-3' 1 . SERIES IREFER TO ELeVAno FOR 6RILLe 9'-Y 4'-0' r {3� 7 Scale As NOTED PATTERNS) \ � 61 Aj (,lV pS�•;s: drawn KII U g/y�* �I Ste/ R4OMNE O ELEVATIONS ABOVE SlFORM 2T-0' r�NA L rev. FOU NDAT I ON PLAN F I R 5 T FLOOR PL AN ` /( m 5�•4_E. I/4• � I'-0' SCALE, I/4' 1-0' A- 0 m ISSUED FORCONSTRU00N W: I of -r • • ._ c o O V o N yj � Q) HIT ADDITION E>4Sn1,16 HOUSE o N ro V IF ip C> RIOSE VENT CAP '= r0 ' OAR(W 1 5/4'%16' II WOW BDARO s = TR1r -1 V ARCHITECTURAL ASPHALT Z%6 COLLAR TIES � ROOF SNI TURA .E%IE.l"E7 ' 4, ,a BE.pW RIDHA a Ib'O.L. (TO MATCH E%ISTJ !.`// ✓' ARLN.ASPHALT uos C V 5HINSILE5COX(THE) 9'C 9/B'COX PLYWOOD ARCHITECTURAL ASPHALT 7J005 a 16'OL. ' ........._ :::..:::::::::...................._.............................._......................._.........................:............_.............................................__........._.... ROOF ENIN6LE5 _...................._.....................:.:........::::::::::::::::-:r.:::�::::-::::::::::.-._..._..........._..._......_._.... ``` . --...--_.- -__ ALLMtl 6UTI9t ME VENT CAP Q11% :_:'-:::=?:=':-'ri::':::--:::..:-:::.-::::::::::::-:::::::......................... ... .........___......_......_..._._..._.._.. ._::::.___......_._.___......._._ 12 CONT FASCIA(TNE)ON O% ::�_=r..- :-.-:::::-_.-. -...r:..-___.__-_._-._-_-..._.__ ................................................::_::::::::_:..::::::::::::::::::_::::-:::::..._......................._.-. -_--:_. :-_-_= 1::_-_.- 3 ........._.. �`.� TOI-0ARLIIE1G n5Nb VENT. ...... .... _................_.............._..._.....-_..__ _ _ -- - • FA9�CIA ATJ]5T B•A 4-' fi __-- ____-__--- ............._-E-.___....... ... .............................:::..::::::..... H)` 1 9_ _ :...::::::_::....._-.-_..--..--...-._.. BEDROOM] ::_ _:..:_- _:::.::...._........._.........__............. ............ ::___-_---:__.-................_. ._........_....._.............................._..._....... O - ALUKK ON ++% O ..__..........._._.::: :::::..:::::::::::::::::::::::t::-:.:_........._....._..........-::....-:--_.-- .- _-.--..-:.:-. _ :::::..: :::::::::_:............_........................_........_............_..............._::::::�:�_:::::�........_..................__.........................._.......:.._..__._............................. FASGA6(DrrN}Pg�y ON Zx. _.........................._..........._.._........_........................._.. 1 t ..........._.....................:.:_:..........................._.......:........::.......:::::::::::.....::::::::::: �: PET. `. ___-...__-__. ...... ................_..._. ....................._.............._............_...._............... �] O.._................:::.........................................................................._......................._......._.....:..::::::::::::::::_::::-::::::::::::::::::::� ._...:..._........................._..............._................................._..............:..._...................._..._..._.._............................................................_.........E;' ... .. ' _.__....._.__.__.._....-_..._.__.: ExI5nN6 x01GE� ._......- --_- D(g/1 A.ppS `` FLA •15TR.BEDR!(I. (TO MATCHN61 -- ...__.._.. _.._._.___._....___..._..." ..._........_.-_. ' - -1 ON6%9..__.____. ..._......__.._._._....._._.__ ____.___._.__.._ i � 1 EIRAFP i' � _ R-30 NSIL Fb.IARONIt C LASI,G _ C71 ............--- 4 t 9 MSTR.BEDROOM '- IX9 NEID/14MB - ........_................. _� 9 F.b.IN9L. _ N i. ...__._...__._._._. .__.._..__._ ____.-___ _ ___._ _-- WC. INEAE SIdI1Ki u p_• T .............. O .....__....... ..r.L.C._.._........ ..................._.._................................._.........._...._...............::. - - - (ro ra E%15TJ ; S� a�•I�sa;ffGR -a .�_._....-___ _ 9 JOISTS a Ib'oc. O __......................_................ ___:...7_e.._._._....:....-_............_._.._..___.._._.._......_..........._...._..-...................__.._...._.... ._._.--._-..._._-__..__....__.___._..__......._.._._.._...:. _-- .- R-Iq Pb.ItIiLATION .........................__...._._................._............._._-._.....-._......_.-.._.._-.__........_._-_.........._._....__..............__.....___._.._........ _:___.__ _- 5-0 ..._....._. _...... ...... O MATCH FJCL5TN6 __-___--- _-____._-_ ........ ................_._._....... ._...._._.. ...._......... -.._.__..__.-.._.__.._.........._........._........__....._.........._...........-............ .......-_____....-.___._.._...._._._.._._._._...._ NATO5UB _....._..._.._......._._............_...................._...._..............._.._......_._........_..........._..._._. _____-_ _____ _ •JIB SI.BOOR _...._._......._......_.__........ _.___- _.: __... 9 h9RET€�OOR ...._......._............._........_..._............._..............._.................._..........:...-....................._.._................................._.................................... _...---._.___..._.........._-_._............_........._....._......_......._.._.._.........._.._-_-..... • Q,pOR ........... ......._...._......................._................................._........I............_......................... R5T TCN ElU6T1 ......._............................___...._...._.................__...... -''------....._--------_..... _ _ ________ TOP ...._....._._................_"_....._..._......_........_........_-'._..__-...___..._._... .._.....__.._..........-._.._..._....................._........_...._.._- 51 N6 (TO MATCH E HST). ; .•------- - n Q n -_-_-___-_ -Y"===-'- I/Y"PTT.P B�OL1�fi1�4'ti 04 � DROP�SID�IIK�irffem 1 � ----- ------ � o PROVIDE P.T.PLYWOOD ___.. .. .. _ .........._.........- }III'' ..._..-_.._....... BASEMENT .- W ST. SLAB aim _-_ `F�I'LLL11TIIl 1IILLL�111I1(��""YY -=- f9 S/4%4 I2' ` �• -- L�.� ±.�-r'� -_ Lox 30,oDw p(Ex"Gnfis� J.-. __• ____ ___ ___ ___ ___ ___ ___ ___ ___ __ TrflLAL ELEVATION NOTES ____ gBA_•{p¢N( . R1AT E%BTIIkS _ FOOTING +-. .. ' 1 •- .. ' ...1. ___________________________________________- ROOPMS, ARCRETELNRAL ASPALT . .________. SxINSLEs THE 0*0_____________ BASEMBtr$LABS 70 EE 4' '----_-------i ; ---- "VERIFY EXIST.FRAw""LOIIDIF CONCRETEMIL VAPOR AEIDED 6R E PRIOR CONC.ESTABLADJ)S TOP OF a-A 6MVC1�. 1 ' . NEWA. WALL(TO ALJ TOP OF COR/✓9CBOARDE. I:WIX6 COf+]SSOMPS i_________ ______________________________ .i FLOOR PIIHNEW TO ALIGN FAST. �.pg�TyT(QjA Ep ) FRONT ELEVAT I ON _________________________________________________________ SCALE. 1/4' 1-_O- SIO�NS' L E F T E L E V A T I O N 5 E G T 10 N A1 SCALE. 1/4' = I-0• SCALE. 1/4' • 1'-0' MNDOKDOOK CASING. UE//1x6.141m4Eno CASING W Z%SILL MAIN EAVE.ITYP). DO FASCIA W/ALUW&rrrER AMD DRIP EDGE;I%SOFFIT W CONT.PEW - BLACK VENT 1'MIDE ISY'LOR.A-VElLr' •0026 LOVE hYJ1A.DR16(OR sIwLAR T}xPl - s'S P•' :�- ON I%FRIEZE ON UL BL.CGY.IN6 'P�m3." e c$0'c "STING HOER MI ADDITION MNN VE LXM)H OULT-W);I%5OF19T W/ 11 RRAAIKc��EEqA (I1'PJ: OBO26 LOVE E CN IN(OR SIMILAR THE) b• � 1 d c-�5-o e (RI I%SUBRAKE ON I%BLOWNS . S�t eoom�.�n J<`ihta ••ALL E%TEAOR TRIM TO BE PVC•• ` 3< 93 9 ._' -_ --_- -___-_-................... ---- .._...._..._:::: -_ W._ W 1H Ln _ ............-.-.._.:... _:: _.:"_.___ ARCH ASPHALT t2O A` THE N W 0 (To MA�TCN eXl5r1 TbA- 1 C IT'aladE10�STOOZ,"' MUiT1a) � N CU (a O `I - - - I 1 ------ -_ ----- R-30 FS.06 r101iO6' MO]6 COVE L%519R/XE ON I%BLOLKIN• Q L fu C - -- --— -- - ---I AA6D DRw eobe - LCMT® CU U++ R�l9FI(OR Simi •- O ......_.. . ... - ... I .... - AI1A•L 6UTrER ON Do PAY,IA . -._._... �j-" .___.............___......_..__.__ A .-.-. .- -. -_ - .- W ... - ... ._ - ......................_..... ... -i ... ...._......_._ _................_... ... _ --� .. .. ._.._. -- ''::::::...'...:..._.::"':.::: x�eFlr w WW. a w FAsa�"� _ L� 90 FLOOR Il ,..._........_............_....._.........-------..._.__.._....__._._..__....._.._........___.--__..._'___ i•TUDE PERF.VENT Q By-COR-A�Vsm ¢r SWNtN.ESIDM5 GOVB(Qt 91xeAR TNEJ DROP SIVIl EIUS p - : WI Ut FR�s a+u m.00xwE O -4 job no.: u0] DROP SIDING AS 1✓®ED E PROVIDE P.T.PLYWCCO �CPR .SNI U e I date OS MIARCM 201, (OR SIMILAR T.ME) ]16�xN OIL.D a� VQ�" ON I%FRIEZE BOARD scale As NOTED ON Ix BLOCKINS - H 9/4' IKs/ixb cORrB®O ~./%S �J� I .�t`�+ drawn: KHH / CH M-CO%PLYWOOD R E : I%HEAD C.51% \� C rev. (4 V3'ExP) s 99/4•N- rev. a O SCAVE DETAIL (TYPJ O SCA\/E/RAKE RETURN (TYPICAL) A-2 0 SCALE.I V]'.Ib' SCALP.I I/3'.I'-0' 0 C ' ISSUED FOR CONSTRKTION sht Of -r FIRST FLOOR FRAMING NOTES S 8 o GARAGE SHEATHING ROOF FRAMING NOTES b PANEL AND FASTENER REQUIREMENTS - FIRST FLOOR JOISTS TO BE -SHORT WALL SEGMENTS AT GARAGE -ALL DOOR OR WINDOW HEADERS -RAFTERS TO BE 2X10'5 @ Ib" O.G. .� 2 N II 1/5" AJ5-20'S ® Ib"O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALL5 OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN PROVIDE 1 I/4" OR 5/4" GDX PLYWOOD(VERT.) INSIDE WALL5 TO BE (3)2Xb'5 W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE -UNLE55 NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE 1 1/8" L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD 5PAGER5 UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE JOIST BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALLS TO BE BUILDING CODE. AS JOISTS. WALL STUDS W/8D RING SHANK NAILS (2)2X615 W/ 1/2' PLYWOOD SPACERS - PROVIDE 2XI0 MINIMUM LEDGER ON s SPACED AT NO MORE THAN 6" APART UNLESS NOTED, HEADERS SHOWN ON TOP OF SHEATHING FOR SUPPORT -PLYWOOD ROOF PANELS- 5/8"COX PLYWOOD,UNBLOCKED EDGES, +� m a - FOLLOW ALL MANUFACTURER'S PLAN ARE IN THE WALLS BELOW THE AND CONNECTION OF RAFTERS AT RECOMMENDED DETAILS FOR FRAMING IN QUESTION. OVERLAY FRAMING. SD NAILES 6" AROUND PERIMETER,SD 10" PANEL INTERIOR FIELD INSTALLATION OF JOISTS. ATTACHED PORCHES H o - PROVIDE POSTING AT EACH END OF ALL -PLYWOOD FLOOR PANELS- 5/4" TXG G PLUGGED G PANELS, E POST GONNEGTION5 TO FOUNDATION WALLS/ BEAMS AND AT OTHER LOCATIONS AS - RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, IOD NAILS PROVIDE BLOCKING USING SAME CONCRETE TUBES $HOWN ON PLANS. ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING MATERIAL JOISTS OVER ALL - P544 OR PP64(12 GAUGE) STEEL POST BASE (3) 2X4 OR 3)2X6 STUDS UNLESS NOTED J015ANCHORED FOR UPLIFT S AT W/5IMP50NTS AND SHALL L50 BE - PLYWOOD WALL PANELS - 1/2"GDX PLYWOOD,BLOCKED EDGES, BEAMS EXCEPT FLUSH BEAMS WHEE ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 80 NAILS @ 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD ALL BRACED NALL PANELS AS NOTED - ALL POSTS SHALL BE CONT.DOWN FROM ON DRAWIN65(SEE DRAWING A-II FOR THEIR TOP POINT TO FOUND. OR c WALLS ABOVE) CARRYING(TRANSFER BEAM. POSTS -FASTEN RAFTERS TO NON-5TRUCTURAL RIDGE -GYPSUM SHEAR WALL PANELS - 1/2" GYPSUM PANELS, EDGES ARE TYPICALLY CALM OUT AT THEIR W/(4) 16D TOE NAILS OR(3) 160 FACE NAILS BLOCKED (PANELS VERTICAL),® 6" AROUND PERIMETER, V) TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL 100 ® 10" PANEL INTERIOR FIELD V -UNLE55 OTHERWISE NOTED,FLOOR EXTERIOR WALL ASSEMBLY P05T SIZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER W °' SHEATHING SHALL BE APA RATED SOLID BLOCKING THROUGH FLOORS OR 51MP50N A35 FRAMING ANCHOR EACH SIDE. STUDD-I-FLOOR',EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. -GYPSUM CEILING PANELS - I/2"GYPSUM PANELS,EDGES UNBLOCKED, SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 50 NAILS @ 6" PERIMETER,512® 10" PANEL INTERIOR FIELD TONGUE-$-GROOVED,3/4" THICK, NOTE: USE 3" MIN.END POST AT EACH HOLD- 50 ® 4" PERIMETER,50 @ 10" INTERIOR FIELD t~ MINIMUM 24" O.G. SPAN RATING. MCI GLUE AND NAIL FLOOR SHEATHING -HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- -FASTEN RAFTERS AT RIDGE FOR UPLIFT Li TO JOISTS. TO BE PROVIDED WITHIN 48" OF DOWN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, • NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION 6 AND 1DE CORNERS OF MAIN HOUSE AS FOLLOWS. WALLS AND CEILING V °J -SEE DRAWING A-9 FOR DOOR AND � WINDOW HEADERS ABOVE THI5 -PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY 51MPSON LST,A STRAP a V) FRAMING LEVEL. TO SILLS,PLATES,STUDS AND RIM JOISTS ACRO55 THE TOP OF THE RIDGE THIS DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" WHICH W/8D COMMON NAILS;b" AT PERI- CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR METERS AND WIN THE FIELD. PLYWOOD OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK HURRICANE SHUTTERS WILL BE INSTALLED.DOORS AND WINDOWS E E- SILLS TO BE(2) 2X6 P55U SHALL SPAN ACROSS THE BOTTOM AND ACROSS THE RAFTERS IMMEDIATELY BELOW THE RIDGE AND FASTEN ARENOT INCLUDED IN THI5 DE516N AND SHALL BE ATTACHED TREATED Al 5/5" X 12" LONG TOP PLATES TO EFFECTIVELY TIE THE - CEILING JOISTS OR ATTIC,FLOOR JOISTS THEM TO THE RAFTERS Al A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. 0,9* ! w GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5 @ 16"O.G.UNLE55 OF 51X(6) IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER 110 BOLTS @ 4'-0" MAX.O.G. AND 12" OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS -EXT. SHEATHING TO CONSIST TO ENGAGE BOTH PLATES AND BE OF MIN. I/2"GDX PLYWOOD W/ -UNLESS OTHERWISE NOTED ROOF SHEATHING FA5TENDED W/3"X3" PLATE WASHERS A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING U51N6 SAME SHALL BE APA RATED SHEATHING,EXP. I,5/5" NAILED WITH SD COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. AT 6"SPACING ON THE EDGES BEARING WALLS WHERE THERE 15 A WALL `8 AND 12"SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL EXTERIOR WALL ASSEMBLY BRACED WALL PANELS AS NOTED ON -ALL DOOR OR WINDOW HEADERS we x -PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALL5 OR 2X6 BEARING FRAMING SYMBOLS (SECOND FLOOR PLATFORM HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. WALL5 TO BE(3) 2X6'5 W/1/2" PLYWOOD .. y9� DOWN G DOUBLE SILL) JOINTS TO BE STAGGERED A MIN. OF SPACERS UNLE55 NOTED. ALL HEADERS W 0 o$ . 52"BETWEEN LIFTS(TWO STUD BAYS). - UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALLS TO BE(2) 2X65 ❑ - WOOD P05T DOWN - EXT. 5rEA.THIN6 TO CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED W/1/2" PLYWOOD 5PAGER5 UNLE55 NOTED OF MIN. !/2" GDX PLYWOOD W/ THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE - WOOD POST UP AND DOWN A MINIvUl•f 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALLS BELOW THE FRAMING IN QUESTION. NAILED iNiTH SD COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-4-GROOVED 3/4"THICK, ix - WOOD P05T UP Q AT 6"_F?.GING ON THE EDGES MINIMUM 24"O.G.5PAN RATING. -PROVIDE POSTING AT EACH END OF ALL AND IC," 5FAGING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS TO JOISTS. OWN ON P AN5. ALL POSTS TO BE - BEARING WALL BELOW y (3) 2X4 OR(5) 2X6 STUDS UNLE55 NOTED - PLYAC01:1 SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES HORIZONTAALLY WITH VERTICAL JOINTS -ALL DOOR OR WINDOW HEADERS -ALL POSTS SHALL BE CONT. DOWN FROM - BRACED SHEAR WALLS(BEARING 8 IN EXTERIOR WALL5 OR 2X6 BEARING NON-BEARING) JOINTS -C' SE STAGGERED A MIN.OF THEIR TOP POINT TO FOUND. OR � -SECOND FLOOR JOISTS TO BE WALL5 TO BE (5) 2X6'5 W/ 1/2" PLYWOOD CARRYING TRANSFER BEAM. POSTS 32" GCI-`'==_ LIFTS(TWO STUD BAYS). SPACERS UNLE55 NOTED. ALL HEADERS AL °' N cn �^ PLYWOGC'SHALL SPAN ACROSS II US°AJ5-20'S 8 AJ5-25'S® 16" O.G.. ARE TYPICALLY CALLED OUT AT THEIR � - BRACED SHEAR WALLS. PROVIDES-. o PROVIDE 1 1/4"OR 1 1/8" L5L, IN INTERIOR 2X4 BEARIN WALL5 TO BE(2) TOPMOST POINT. PROVIDE SAME V THE BFE"T JI AND TOP PLATES 2X6'S N 1/2" PLYWOOD SPACERS UNLE55 SHEATHING ON BOTH SIDES LVL,OR OSB RIM JOIST POST SIZE BELOW ULE55 NOTED. PROVIDE TO EFF= .'i''r LY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS U A TO THE 'U WALL ASSEMBLY. BY SAME MANUFACTURER THE WALL5 BELOW THE FRAMING IN BENEATH ALL POSTS. o,_ AS JOISTS. QUE5TION. = U it- HORIZC'.`.'L BLOCKING FOR NAILING 3 N - PROVIDE POSTING AT EACH END OF ALL ¢ C td TO BE -<> d!G_D WITHIN 48"OF -FOLLOW ALL MANUFAC UER'S MAXIMUM RAFTER SPAN 5TRUCTURAL DESIGN CRITERIA L BEAMS AND AT OTHER LOCATIONS AS �-a N OUT51D_ C, RNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR OWN ON PLANS. ALL POST5 TO BE �+ V O AND G E. INSTALLATION OF JOISTS. �3)H 2X4 OR(5) 2X6 STUDS UNLESS NOTED LUMBER GRADE AND a V+= 5PECIE5 L 00 o v o AFTER - FIRST FLOOR 40 PSF — 0 v - PLYWC D =_=ET5 SHALL BE NAILED -PROVIDE BLOCKING USING SAME - ALL P05T5 SHALL BE GONT.DOWN FROM S-P-F S-P-F (5)* 15 P5F ¢ TO SILrS. FLAT E5,STUDS AND RIM JOISTS MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND.OR 0- lZN M, N 8D C ^.•'.::N NAIL5;6" AT PERI- BEAMS EXCEPT FLUSH BEAMS WHEE CARRYING(TRANSFER)BEAM. POSTS N0.2 N0.2 - SECOND FLOOR 150 4 METER ND A-" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY GALLED OUT AT THEIR ALL BRACED WALL PANELS AS NOTED TOPMOST POINT. PROVIDE SAME ATTIC/STO. h`; SHALL ACROSS THE BOTTOM AND ON DRAWINGS SEE DWG. A-12 FOR POST SIZE BELOW ULE55 NOTED. PROVIDE 2X8 II'-II" II'-4" 8 7 lob no. : uo2 (TOPE E EFFECTIVELY TIE THE WALLS ABOVE) SOLID BLOCKING THROUGH FLOORS 1 E date 03 wr+cn you PLATE TC HE STUD WALL ASSEMBLY. BENEATH ALL POSTS. v -ROOF r1�fl I 5 T ' scale As Norm -UNLE55 OTHERWISE NOTED,FLOOR 2XIO 15-2" I4'-5" SHEATHING SHALL BE APA RATED - EXT. WALLS l '° dawn K "5TURD-I-FLOOR",EXP. I,COMBINATION 1� . r rev. SHEATHING AND UNDERLAYMENT, . WALL5 O P �,- 2XI2 Il'-6" - INT Ib'-9"TONGUE-$-GROOVED,5/4" THICK, - DEGK5/PORCHES 60 P5F rev. MINIMUM 24"O.G.SPAN RATING. 10 PSF 3 GLUE AND NAIL FLOOR SHEATHING �? S TO JOISTS. 2XI2 -------- 14'-4" N ° ISSUED FOR CONSTRUCTION W: 5 Of -i 5 r o f O V IVA o N N o O •U F O L N _ U N N M � � Z N u y o � M V s H E C L }' N y tp U U cn .N A A w A2 A2 ` E••� "� Nar�.Tvw 'FoxtMPLO Lj m i u TO ALIGN 5HE E%IST.FLLOR ! OBL J015T5 AT FSME OP W f�Ht TO SIEEr AA � SLOPED LEIILK -9 V jo I'AJS•105 A.9Vl' S10 5 ___ ___ 30 o Ib'OG c a Ib'OL. iI o m 4 In,A-rl105 �. ___ ___ __ ____ V V .� Ib'OL• el ______ h __ ___ tica $ r'' 'P 9 I/1'Ab-105 9 V3'A4,105 3 _ a a It 0 9 VY Ab205 x 9V1'A.6105 OL. m e Ib'OL. EASTINS FaM --' -- J01515 1%4 SLOFID LL.b5T5•UPOL. � - m _ ro - — ------------ ---- m e 0 yom ----------------------------- - 0 ' _ __________________per______ . N $' _ ___________ ________ ______ - � m m cu N Ln co gcmt -CL N N o 'A rn a-t3vs c N_ E �d co F I RST FLOOR FRAMING PLAN GE ILI NG FRAMING PLAN a� G � L SCALE: I/4' I—O' SCALE: I/4' I-O' O57 G O _0 S.�o0 -tL a -WOOD P05T DOWN -ALL P05T5 @ ENDS OF B '�` OF M.a (3) 2X4'5 OR(3) 2X6'S U D W - WOOD P05T UP AND DOWN ((3) 2X615 AT ALL EXTE l q�E TM jA no. : 1102 b date 05 MARLH 2O11 x -WOOD P05T UP DE SR S!Ev'r -ALL WINDOW HEADERS 3)a4 0 y scale A5 HOTEo W/ 1/2" PLYWOOD UNL O 'yT C U A Z4 drawn KNIw - BEARING HALL BELOW R E rev. - SEE 5TRUGTURAL GE �i'j$jl�' 4`{" AND TYPICAL DETAI 5 F rev. L REQUIREMENT5. I/'•J��) S•L. v � 1 O ISSUED FOR CONSTRUCTION 5ht: 4 of -r O 0 0 V O N lJ L N V f6 f ^ M t V m O 1 O C V m 3 t U � y O �D U EXISTING RIDGE n)13/4•X II,/W L06ER on Ex�5nR5 smucnRE - rye' �T�� -� W c :---..------------ --------- .. _ ------- ------ ------I I � — I : I ' H I I • I Fy V E%I5nN6 RW6E LRE A2 —EXISTINGT�' - aV - -- --- - ZA r � / :W I I ICI 4'I°'4 I;n)I1g xeL w' s, v; c_i .ec I 10 rTI O O 1 I W N E Ea IY Q > •. I qq p 3 . ..o ��h /' _..... ma.'L so-6 j17: _� E%ISTME - : — — XI5TIN5 �E ---------------- I .... ... - � - FB.ON MD � o ROOF - � - I I I , r _ L f . ------------------------------ cu- �, b � � CU En M L G ROOF FRAMING PLAN ROOF PLAN U 0 t SCALE: I/4" I.-O. - • :. - C — 0 0 t1 -WOOD P05T DOWN ALL P05T5® ENDS OF4�q {. (5) 2X4'5 OR(3) 2X6' V�4 job no. uo� - -WOOD P05T UP AND DOWN: ((3) 2XV5 AT ALL EX L • � R� M �E? date 03 Awuc you x =WOOD POST UP EA `��> u r4 - ALL WINDOW HEADE �' _ � ale ASI.IOTED W/ 1/2" PLYWOOD U SS O drawn Kim - BEARING WALL BELOW M. ; - SEE STRUCTURAL EN vf�/ AND TYPICAL DE AILS ld\�, fe° ' REQUIREMENT5. - S- 3 m _ ' = ISSUED FOR CONSTRUCNON :nr. 5 of -r -� ' SMEAR,"ALL g o E BRACED SEGM@ NOT L.EvS iNA4 3'-0•FROM OIIF�IDE CORNET) v ,O 51NmsDN vsPt Ie•oL.ro FASTEN STUD DEL TOP RAZE - D%TOP RATEHE AT SHEAR VW1S AND YNL15 W LAR6E OR KIHEKXG OPENINGS CONTINJDS BLOCKING NAILED STIR ABOVE EVER OPE II f0 SIMPSON MIS30 iYUST STRAP TO JOISTS AND TOE NAILED INSIDE RLLT H V SJMpwATT Ep TO RAFTER STRAP- 5TW DOM TO TOP PLATE W ONE w ,c N ABOVE HOLOOIVS HOD NAIL EVERY B' M tN6 _ 2X4 OBL TOP PLATEKANSERS FASTEN SHEATH! To L V - SEE TYRCAL 51PAR KALL 8D COMMON NAILS N S'IDIDD e V SECTIONS FOR PLYY V In'GYP BOARD PATTERN AS 5HOY81 AND 3'OL, cd,� Z' AND GYPSUM PAN F19 VERTICAL PANELS;ALL IN ALL FRAMING STUP3 NID SILLS r") o L AND FASTENERS FOUR EDGES FASTENED (PROV IPE BLOCKING LSD SINKER NAILS M]ROM AS NEEDED) 9'OL. Y .n ]%4 o Ib'OL.SWSI PSON N LSTA21 STRAP ` o HEMB2 TO.TACK STUD Q B PBI.VCK 5TI10 INSIDE ONLY) ti E MN(2)2Xo STIR'(T'fPJ O O J✓ N6 KING FtlST STW RMSERS O t0 U SI1+P°AN 16iFr5D5]S 1 20 SILL PLATE JACK STm 110LDOV4G 5c1Tm TO 1 BOLTS ANCHOR BONS; T5 TO VE SET A MIH O0. OF O'WM IN F00Ti116 \ TO JOISTS ND OIE HALED 91MPSON D5P2 b'OC.TO TO.GISTS AND TOE NAILED 2X8 SILL ON]%6 P.T.SILL C FASTEN STUD i0 50.E PLATE / DOYN TO TOP PLATE W OIE ST.W S/B'XI]'GALVANIZED //� AT SHEAR YIAl.LS Alm YULLS HOD HAIL EVERY 8' MAX 1 ANCHOR SOUS V J A LARGE OR NRffi+CTS OPEUN65 MAX I S FROM E FASTEN BOLTS° E FASTED [j] W 9'I6'PLATE YlA5H8R5 NOTES:IF JOISTS RLN PARAIJ.EL TO i✓ SHEAIR BE A KAA.L�THEN � STANDARD GONSTRUGTION (TYPICAL AT OPENINGS >_ 5'-O" OR � F1OORJ M� O DOM ..yr Li <5'-0" FROM GORNER) I��TZHOLD NARROW- ALL BRACING w W a� NOTE: TYP. INT. SHEAR WALL SECTION HEADER STRAPPING CIS DETAIL APPLIES TO ALL FIRST FLOOR W.SHEAR1ALL Y9 - •—r SCALE: I/2' SLALe. I/2' . 1'-O' V P. EXT. SHEAR WALL HOLDOWN DETAIL (D� YP. EXT. SHEAR WALL OPENING DETAIL GGALE: 1/2' . I'-O' .ALe: 1/2' ILLUSTRATION I ILLUSTRATION 2 J' SIDS PERFECTLY ALGIEo W TO S'OFFSET 816TN.1-gL Ir 13 ON SAME 7 OFFSET T WAL 5-T - im M U SHEATHING WVWX YYILI�O \ Ol C FAF'-T:a�GiiAS:4' —— GRADE(ASOU 5HB'A.I.TREAD N U �. I L/V SD iIL$ \ � ROD OR BETWOR,W MATC C C /b LR. FLA-— / NI13 AND GIT YHASIeTS 3• m.m C N N� SII IFW l MT520 - NAILED TO SND MERE W m i/..•.)v?-:Tc _.--- POSSIBLE \ l<- 51MP50H STRON6TE - m-- -= 2Xo DEL.TOP PLATE A'SO)FLOOR SPAN COMffLTOR Y Q w VS GYP BOARD p: ]X SELL RATE z yr Cox PL T SIEAT W6 53� o I WNnNA01Y BLOCKING ,y,A f> L ILLUSTRATION w C. ` .. --.---- 2YA.Ie'OL STUD - TEN THEN G•OFF58T V1 _ 0 m \ V2'cox PLYADOE, 8&DI 1%DEL.TOP PLATE S 5�rORz ON O Tt U � 'N $HFATHNS 'VAS OT BE N 51F SON HENI TION 5-,• SIHPSON STRONSTE SI •�j;ro ITSCI N Q HOLDOYII BOLT®TO W'ANONOR / \. FLOOR SPAN CONNECTOR G BOL79 TO Be SET A MIR OF 12' r.r. MN OF 13•MITE IN FOOTING 0Y ]Yb SILL PLATE < N L- GRADE(ASO71 SW ALL Cu ]Xe SILL ON]N(6 P.T.SILL ROE,—, cUf WpA�tST�"� W -� i I \ W 518 42'GALVANIZED o H•., STD ANCHOR BOLTS 0 38' ° O OL.AND 12'FROM CORNERS. O T 0 v' BOLTS SHALL BE FASTENED }' V YV 3'XS'PLATE HNASHHiS -- -- 8 9 TYP. SINGLE STORY G SHEAR WALL SECTION i ( SCALE: I/2° lob no.: ovo2 -- __�;� - T ',/,' �C�• date ; oa WARGI 2oH _ ROBE 1 VVII g RO TL� •.T i NOTED (.. scale AS �O drawn: KMw 1 —_"t ILLUSTRATION 3 B l a t` rev. TIP Tn 0'orPser meTTA LL PSc ON rev. -2Y EXT. NOTE lO INSTALLEDDIRECT.Y ABOVE s R Pww H LS HOLD DOY1H OPPOSITE SIDE OF S�DS� .} I,�+•�i u�,� �' TYPICAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS SCALE,1 1/2•-1'-O -4 . - 'o ISSUED FOR CONSTRUCTION Bht & of o 0 0 NOTE:THIS DETAIL IS AN v ;d ALTERNATE TO THE SIB H U8 mTeD To eol,iry ro (f`I I FLOOR SPAN s/a•AN;AILR BOLTS s/e•AW-a BOLTS FLOOR I CONNECTOR'DETAIL 11 a SIMPSON RR RAFTER N A di ) HANGER !' SHED ROOF <o t I RAFTERS. LEDGER SIMPSON MIS ar O A Nq-DOMS B0.1ED To TIMBERLOK(4)COILED STRAPS SECURE INTO SOLID SCREWS T FRAMING N PER CORNER SPACED&STAGGERED @ 16'O/C 13 I TRIPLE " E I I Y CORNER STUDS o +. S/B•AWHOR BOLTS B/B'ANONOR BOLTS t TO BE SET A MIN TO BE SET A KN. S/H'ANONOR BOLTS—OF 12'WI1N IN KiORNS OF 12'YUTN IN FMTIYs vVi Y TO BE 5ET A MIN fp U OF a,W TH IN Foams u L x xo1E DETAIL AFFiIJES To ALL SRADE LEVEL Exr.SHEAR rw.Ls NOfE DETAIL AFRO TO ALL SRAOE LEVB.E+(r.SHEAR 4W1LLa .— w N 8 GARAGE HOEDOWN DETAIL @ EXT. WALL O HOEDOWN DETAIL (p TYPICAL EXT. WALL CORNER/WALL 10 COILED STRAP DETAIL II LEDGER DETAIL � NOT TO S F NOT TO SCALE -0 �. NOT TO SCALE Nor ro SCALE HWALL OPENING FRAMING SCHEDULE $ WINDOW SIZE WINDOW LOCATION NO.OF KING NO.OF JACKSTUDS STUDS 2Sd 53'-0'FROM OUTSIDE CORNER 3 2 V <5-0' S 7-0'FROM OUTSIDE CORNER 2 2 <S-0' >3'-0'FROM OUTSIDE CORNER 2 1D,*M 3-' (2)H20A M12 RAFTER. RAFTERS ', \ + (LTSSHTS SIMPSON H3 CLIP `\\ -0 R LED I SIMILAR) H10 I\ ATTACHED TO SOLID I G 8 LOW P 4 HCR'ZC;NTAL xELOCXll GFOR LEDGER •I h`� od ci NA!;-!r'G TH=PL`WCOD EDGES �' At S±'.CU_D EE PR04]EO WITHINdF 43_OF iU?ilUE CORNERS '' - i '�i d A A h I 4 so li c c o '0 y Lid WO ! ! Q F� 12 - E__:_-:�: 11:-- DETAIL 13 RAFTER CONNECTION DETAILS 14 FRAME-OVER LEDGER DETAIL y NOT TO SCALE NOT T0.5CALE (V a✓ DECK JOISTS 0 V Ln SIMPSON Hi CLIP P.T.BEAM cNO � rn (1 PER JOIST) - ) 0 V z SIMPSON BCS POST CAPcu fa u b Q tl 3- O MF - P.T.POST FLOOR JOISTS Q C In SIMPSON ABU POST BASE SIW- TIEVOlm SS RCAF'P LP ova / `� V RIDbE AND NAIIER TO ALL 2%9•16 IOD NAILS / \ J= L L ANCHOR BOLT f R RaoF%l THINS ROOF) e I I p O O N JJ ° FRAMED OPENING IT OR 12'DIA.SONOTUBE ON Y - FOR STAIR Q _ 24DIA.BIGFOOT FOOTING I? IO y RAFTERS AT CREASE BEAM COILED STRAPS ()F + job no.: o9o2 AL � (1)EACH STUD®STAIR OPENING � date 03 NIARCM 2ou - _ I a4• - p R7 - SCale AS NOTED C? IERS / drawn: K mvi U O 36770 •'~ 'TRUCrL3P&l rev. rev. IB 16 PORGH/DEGfG DETAIL O TYPICAL GREASE BEAM STRAP DETAIL FLOOR OPENING AT T �� AL 'NOT TO SCALE I NOT To SCALE ,-``".•.•••� S 0 e E ISSUED FOR CONSTRUCNON shl t Of -t r CwF.AJEz,o,L- w crre'S. • ---- - - --- Ia-4u- Wl-W-V S"O%a j AR.Am _".�.' �•. r �--- QtTcw ALA- L.t►JES A %b"/F;cw:YT •,', � - � �-•.� V►.l t.�SS G7TM•IER�)cis� �t�G.t tr�i��. •�;j,• •y \ ' , A L.L-. Pt Vag -ro c1 STe M S!4m L- 1 j ENE CAST t Ra+J Or- Ic a lo r->L ..E Ao P.\"/•C . 000 ALL. SEPrW TAA4V-S. C45 -% SOTtom eox, A"D Ar . . _�.,••` _:�•, .. .• �•°.:•: •' a . - . : - �-1 - 20'W Pc�'g SN�,D'� t>�a►6s�..��t7 F�J2. O 00 0 ® NE..1EL_ t,,o 6,s • i Au. u",Sojr aL+ H^,Twjz%A.L- 000 0 3000 ® 0 0 , 4 -t-�-� 11.1�/Et�'T• tcLF�/AT60.JS OF L.EAc.t-++ PrTS► (ZAL'.Y US oi✓ Z'3 O l r►-1 V+• - F � a A �w c y -W K;IrAk ecoe-C> Of= 04F-4-L-TV4 "UST a to o o o co 00o 'rW d tS N CAR- To- � iO+.JPC. o YOO V UQL. !S'S OTNEi�\-L!t%So RE- Tt-jOc Eb rt�.?�GAtr Ltl-Lrt-..l&+JYi c rAC � '- 0 0 O O � ® � � co.�Pe,..1 ids 15"A,t..A- -6t< t NSTAt..►.ictD ►�J AC�.U2�Aw.�Ct€ W►'M T"tT 1.E of T��� '�Tq" TY P i C A L r->V ST21 l5kJTt Of-J P,o x O Goo �? 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SEw E � M P�� ►uE -� - 4, 1 ' I.TI� r,JG+ P� AQ • �xs.: � - ; P), e; T A P �� � t _a.,.i Ca�•p aS nit.D,,J p E . t 2`� IDAT Li V le 31 G( tit Ct21 TE v-t A "� --' SO— -- 6�Xt5T1 GUws'f'bv2 P;z O POSF o SvsTrom G 1,40m issr- OF so x0 VL#Asr. *Pcrr- t����/ Lcrr" OR 1rUA L i� C Q u R T \ 00 , � paeSjoo S per �,E ,cao �._ Pec ;+po-r C4.v-J GiA l L-0,J 5 POZ PMZ Ok J► Pam- DAY VwC oL..r.T o" z� Hoy-� (�( � .r/� Q, (COTUIT 1 L ---Aoc ,,JG �'�U+Q,,E'►D =' GPD iG/rblrl .! /`1 11� / ► MASS. )SOT TOXII ��L� � ` � ��-_ ��"GYU �Ii�? i.�Erlc.t4+� P t T 4 Y ',�rC A�►l.� � A'S I�J� C>AsT'W : ! ! J U �.)E 82. 5/D6-WALL Tl�%,�14C71-1 Z.Sx �. - �'� ��•f. tti�`r..tPa►�.ls+ off' `� [)SI R : .J© EPH IOVAQA BAF?P45rA aLrE MA. PLOT 3, U,11 rH' 6 SA r �tAt,..� tM �. 3v 4• •.-r. - ,�