Loading...
HomeMy WebLinkAbout0344 EEL RIVER ROAD - Health 344 Eel River Rod 6stervillc A.= 115 - 028 C' 01 r aJ 1`® l (5 V No. �O Fee THE COMMONWEALTH OF.MASSACHUSETTS Entered;ncoin ter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliCation for Disposal 6pstr tt Construction Verttt't Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Locatiionn Address or Lot No. 34,k �� .`�i� f` �� Owner's Name,Address,and Tel.No. T�,� W h q L.� Assessor's Map/Parcel ��$ L Installer's Name,Address,and Tel.No. e,� G; � Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) � p( gpd Design flow provided Ad /,I- gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer whap licable) S n tN Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ne'al A d t " `� � Date p Application Approved by J�aDate Application Disapproved by Date for the following reasons Permit No. Date Issued t/J No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in com ter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation fors.Misposal 6pstrin Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. 3vot ��, ��L r Rt, Owner's Name,Address,and Tel.No. 'TG1(A.t V/4,k�It L Asses oars Map/Parcel 1ST ow 1 Installer's Name,Address,and Tel.No.- C: � � Designer's Name,Address,and Tel.No. x AeI 1 ., r .. c ,♦ld \.r w / y �... Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(, ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (X gpd Design flow provided - gpd Plan Dater ' ' ,(� Number of sheets Revision Date Title Size of Septic Tank r }' ' Type of S.A.S. Description of Soil Nature of rRepairs or Alterations(Answer when applicab e) � �. r. C ^� It n L znr— Date last inspected: r ' Agreement: _ The undersigned agrees t6ensure the constructioA and maintenance of the afore described on-site sewage disposal system in P accordance with the provisions of Tit e 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been-issued by this Bard of Health. �d //� ° ? G DateI jai Apppl lion Approved by ! / I //� l f! Date 1 Application Disapproved by/ ' Date for the following reasons Permit No. Date Issued , 1 (� THE COMMONWEALTH OF MASSACHUSETTS e�: ,"► (�^P t l�M BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by at 3!.� : � has been constructed i accord c .� with the provisions of Title 5 d-the for Dispos •1 System Construction Permit No. a p Installer j '� ^� Designer #bedrooms ' Approved design flow F gpd The issuance of this[ermit shall not be construed as a guarantee that the systempion as des' ned. ,Date j Inspector , --------- - -------------------- --------------- ------------ - ------------------------------------------- --- _ - No. Fee "`��''' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �l Misposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. = Provided:Construc i 'm At be completed within three years of the date of this permit. 94 Date Approved by ; 3 COMMONWEALTH OF MASSACHUSETTS � / EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL. PROTECTION QQ� CJ TITLE°5 OFFICIAL INSPECTION.FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 344 Eel River Road . Osterville; MA 02655 Owner's Name: Helen Koskinas Owner's Address: �' 1 Date of Inspection: July 11;2007 2 Name of Inspector: (Please Print) James.M. Ford Company Name; James M. ,Ford Mailing Address: P.O.Box 49 Osterville.MA 02655-0049 Telephone Number: (508) 862-9400 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 of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title (310 CMR 15.000). The system: ✓ Passes Conditionally Passes Nee Further Evaluation by the Local Approving Authority Fai s Inspector's Signature: Date: Jul,19 2 P g � 007. The system inspector shall subs a copy of this inspection report to the Approving Authority(Board of Health or The system inspector shall suA 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 6/15/2000 page I Page 2 of 1 l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas. Date of Inspection: July 11, 2007 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any infonnation which indicates that.any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: i 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 r e lacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in.the for the following statements..If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally, unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is:available. ND explain: Observation of sewage backup or break out or high static.water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection.if(with approval of the Board of Health): broken,pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July]], 2007 . C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health imorder to determine if the system is failing to protect public health,safety or the..environment. 1. System will pass unless Board of Health determines in accordance with310 CM 15.303(1)(b)that the. system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or,tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone.1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less.than 100 feet but 50 feet or more froin a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory :1 for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of anunonia 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 Page 4 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 11, 2007 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following.for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged.or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water,supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ` Any portion of a cesspool or privy is within 50 feet of a private water supply well. . ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No . (Yes/No)The system fails. I have determined that one or more of the above.failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to detennine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: . . (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply . the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION,FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 344 Eel River Road Osterville. MA . Owner: Helen Koskinas Date of Inspection: July]], 2007 Check if the following have been done: You must indicate"yes"or no as to each of the following: Yes No ✓ _ Pumping infonnation 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.systein 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 infonnation on the proper: maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health, ✓ _ Determined in the field(if any of the failure criteria related to Part Cis at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: :344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 11, 2007 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): S Number of bedrooms(actual): S DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):. 550 Number of current residents: 1 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no):.. No Seasonal use(yes or no): Yes . Water meter readings, if available(last 2 years usage(gpd)): Unavailable` Sump Pump(yes or no): No Last date of occupancy: Weekend/sumler use COMMERCIAL/INDUSTRIAL 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 infonmation: Unavailable Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 5121186-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 " Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas Date of Inspection: July 11, 2007 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: Coimnents(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 3" Material of construction: ✓ concrete metal . fiberglass _polyethylene —other(explain) — — If tank is metal list age: Is age confinned by Certificate of Compliance(yes or no): (attach a copy,of certificate) Dimensions: I500 gal. Sludge depth: 2„ Distance from top of sludge to bottom of outlet tee or baffle: 3001 Scum thickness: 3 Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: . Measuring stick Conunents(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Cement tees were present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,`inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 y Page 8 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: .344 Eel River Road - Osterville MA Owner: Helen Koskinas . Date of Inspection: July 11, 2007 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grader Material of construction: ._concrete _metal fiberglass'—polyethylene _other(explain): Dimensions: - Capacity: ---___gallons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alann in working order(yes or no);. Date of last pumping: Conurnents(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: Even 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.); The D-box was level and clean. No solids were Present. NOTE:Recommend reinovtM brush garowin around the D-box. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or.no): Alarms in working order(yes or no) Comments(note.condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM-.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 11, 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2-6.5'x 671000 gal)w/2'stone-per design plans 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.): The scum lines were gRgroximately 2'M from the bottom There did not appear to be any signs of failure in either nit CESSPOOLS: None (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: None (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.): - 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville.MA Owner: Helen Koskinas Date of Inspection:. July 11, 2007 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. B . 'Pro } I ly iY o'Z a8 3� . 31 3 Y 10 Page I of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 11, 2007 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water. 20+/- feet Please indicate(check)all methods used to'detennine 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: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours snaps the snaps were showing approximately 20'+/ to ground water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in.the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic systerrt which have not been located and inspected. 11 . t Town of Barnstable OF IME Tp� Regulatory Services snxivsrnai a Thomas F. Geiler, Director 039. •0� Public Health Division rFn e,�r A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the"Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. COMMONWEALTH OF MASSACHUSETTS 7 asp EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 344 Eel River Road Osterville, MA 02655 Owner's Name: Helen Koskinas l . Owner's Address: 3 Monmouth Road Worcester, MA 01609 Date of Inspection: July 1. 2005 Name of Inspector: (Please Print) Janes M.Ford Company Name: James M.Ford `= Mailing Address: P.O.Box 49 i _.- E _ Osterville,MA 02655-0049 1 `n Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the info ation reported;u-tr below is true,accurate and complete as of the time of the inspection. The inspection was performed ased on_my ;= training and experience in the proper function and maintenance of on site sewage disposal systems. am a REP approved system inspector pursuant to 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: July 18, 2005 The system inspector shall fsubm copy of this inspection repor(to the Approving Authority(Board of Health or DEP)within 30 days of coeting this.inspection. If the system is a shared system or has a design flow of I0,00o 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/I5/2000 page I I 4 Page 2 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSUR FACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 344 Eel River Road Osterville MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D . A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): r b oken 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: 344 Eel River Road Osterville,MA Owner: Helen Koskinas Date of Inspection: July 1, 2005 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "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 Page 4 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas Date of Inspection: Julv 1, 2005 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow ✓ Required pumping more than 4 times in p P g the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. _ ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered yes in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of I I Y OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 Check if the following have been done: You must indicate"yes"or"no"as to each of the followin : 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,jocated on site? Were the septic tank in 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)oft the site has been determined based on: Yes No ✓ — 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(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: 344 Eel River Road Osterville,MA Owner: Helen Koskinas Date of Inspection: Julv 1. 2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 0 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): n/a . [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Weekend use COMMERCIAL/INDUSTRIAL 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: Unavailable Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank, distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 5121186-Per as built card Were sewage odors detected when arriving at the site(yes or no): No r 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: 344 Eel River Road Osterville,MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 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: ✓ locate on site plan) ( P ) Depth below grade: 3" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions.determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Cement tees were Present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _,polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle:+ Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid Jevels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFA CE SEWAGE DISPOSAL S OSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: _ gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Cotmrnents(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.): The D-box was level and clean. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 I Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville. MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leachingits number: 2- p 6.5 x 6 (1000 gal.)w/2 stone-per desrjznplans 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.): One nit 01)was dry and clean The scum line was approximately 2'up from the bottom The other pit 02)was also dry, The scum line was approximately 2'un from the bottom There did not appear to be anv s- inns of failure in either pit CESSPOOLS: None (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: None (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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 1. 2005 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. ---------__..-- --- B fo^% 1 a ag 3� y 31 3 10 Page I 1 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 344 Eel River Road Osterville, MA Owner: Helen Koskinas Date of Inspection: July 1, 2005 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 20+/- 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: topoggraphic and water contours mks Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the mans were showing agnroximate1y 20'+/ to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. 11 " y1 TOWN OF BARNSTABLE LOCATION ` 1 �v' CtV�� iZ C SEWAGE # �G^ a5- crII:L'AGE OJ 1�f V�1� ASSESSOR'S MAP & LOT//S a INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ^500 LEACHING FACILITY: (type) cT �~X�� ��1 j (size) / a7 NO. OF BEDROOMS a BUILDER OR OWNER KOsklfiW PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachg facility) Feet Furnished by 5 -IJ iot\ r0 f I 1 6 { ^` � �i i ' 1 ' �On� •s 1 e 1 1 i �y �y . � a. ag 3, 3 4� 3 y 3 � �- rAT ION •1' SEWAGE PERMIT N09*4 V 11,L A G S ASSESSORS MAP NO: 11 6 f> PARCEL NO.: I N S T A LLER'S NAME A ADDRESS _ �1j/-3 C�.� � a N o 8 UILDE R OR OWNER DATE PERMIT. ISSUED i . DAT E COMPLIANCE ISSUED �1 � � f �, } i � .. r�`�..e , iL o 3� Ll .. '�, � •3 I . \� - � I `L,, THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IM F^ IL DATA its � A ... lJ THE COMMONWEALTH OF MASSA'CHUSETTS �--- BOARD OF HEALTH Town ' ' Apphratinn for Disposal Niirks Tonstrurtiun Va. Application is hereby made for a Permit to Const.uct (X ) or Repair i ) an Individual Sewage Disposal S steal at 3 Eel River Road Lot #174 Lownon•Addrese �or Lot Nu. ._._..._.•---•--------__ -60 Deerfield iDw d.__..Qstezville t�q 1IIe- Address (Sa �Ti►V►�A OIL/ -------------------�-----•---- r---------- - — -- — _ �= Ins a;ic Addre-: CType of Building Size Lot_41a-M---_--,__Sq. feet L Dwelling— No. of Bedrooms.-_..._...._4------------------------------Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ------------------------ No. of persons----------_------------- Showers ! ) — Cafeteria ( ) a Other fixtures --- < Design Flow--------------------------------------------gallons per person per day. Total daily flow------.-------4.4.0-----•---------____...gallons. IJJI W Septic Tan'-—LiGui;; capacir:.1.5-O Ogailons Lenghl lia.':nE"XVidth.5.'--$-_'_. D ammeter_- -_-.__ llepth5' -4" . Disposal Trench—'�e. __._.-_-_-______. Vl'idth____---_--------- Total Length...... Total leaching area_---_-_--------sq. ft. 3 Seepage Pit NG-------2............ Diameter......... Q...... Depth below ...... Total leaching area.....5.65__.--sq. it. z Other Distribution box (X ) Dosing tank ( ) `" Percolation Test Results Performed by__._Baxter...&_ Nye_.__..Inc--------------------- Date--A-.6-8_3-------------------- Test Pi: \o. i_____2._..__._minutesperinch Depth of Test Pit_____12....__. Depth to ground waterNone---Ear-ountered L% Test Pit No. 2------ --------minutes per inch Depth of Test Pit------ 2......... Depth to ground water_lime..-Ermountered 0 Description of Soil----------- Clean Medium Sand _.._... U --------------_-- -------•--—— —— —--------------------------------------------------------------------------------------------------------------------------------------- W U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement The undersigned agrees to install the aioredescri s age Disposal System in accordance with the provisions of.'1':L i of the State Sanitary o s ur ther agrees not to place the system in operation until a Certikcate of Compliance has thf�. o rn try. D/ jigned_-- - .o --�Q -- a ---_•-- --- --- ---- -------=-------r Date -_._---- Application Approved B} --_ _-- - ----------- 9 _ _ _ _ ----------------- — — — Date QNAIL�a6 Application Disapproved for the f ohouring reasons---------------- ----------------------------------------------------------------------- ------------ ---- - - - - ------------- ----------------- --------------------------------- -`_ "� '.n• _ -_ '�. -"'tip �-�a, _ - -------- -- Date r Z ---- ................ -........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town -.. .. ......... OF .. inn for Disposal 3Unrksi.0 rrmit•onstrur#iVn -- r ,���luttt � � Application is hereby made for a Permit to Construct (X ) or Repai; ) an Individual Sewage Disposal System at: Eel River Road__ _ Lot #174 »..._»._...__....__w Lowtlon Addres__---_--_—_____.______.__...._— .___..-__---'--_—_—._.___.__. or Lot i;c --•~ -- 6O...Deerfield._.&?ad�_�ster�_il.le......._.._. CYwner ores. wNb� --------------------------------------•- ---•----•--•-•------------------------------------------------------------------------------- ------__- ►- Insta:ie- Address Size Lot-4___ _r-Z9_9____._____Sq. feet Type of Building U Dwelling— No. of Bedrooms_•_-_____•-_4_____________________________Expansion Attic ( Garbage Grinder ( ) rL ---------- N o. of persons------------------ - ' — G,•, Other—Type o; Building ____________ _ - Showers ) Cafeteria Q+ Other fixtures ---------------------------------------------------------- Design, Flow--------------------------------------------gallons per person per day. Total daily flow----_---------4.4.Q......................gallons. R: Septic Tank—Liquid capacity.l.5Q.Qgailons LengthlA.'._-6.__"XN'idih.5_'.-$__'_. Diameter___.-.-_..... Depths ' -4."_. Disposal Trench—No. ----- • _ .._.--- Width._---.---_... Total Length...... Total leaching are. it. 3 Seepage Pit No.._____-------------- Diameter--------- Q._.-__ Depth below inlet_6.'_-6. ...... Total leaching area_.•_.5.6.5-----sq. it. Other Distribution box (X ) Dosing tank ( ) 2 Baxter & N e Inc. ~" Percolation Test Results Performed by....--------_----------------Y.___r---- - - ------------------- Date_A_-6-8.3.................... Test Pit No. I_._._2........mm __ utespermci, Depth of Test Pit _____ _________ Depth to ground waterNo_ne.. DCOuntered Test Pit No. 2......2--------minutes per inch Depth of Test Pit------ 2......... Depth to ground water N4n_.._$Jar-9untered iW -----------------------------------------------------------------------------------------------•---—------------—------------------------........ . O Description of Soil-------------C lean-Medium Sand V -----------------------•------------------•-------•---------------------------------------------------------------------------------------------------------------------------------------- w ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- xNature of Repairs or Alterations—Answer when applicable____________________________•________--__._--_•____ Agreement: The undersigned agrees to install, the aforedescri �i s wage Disposal System in accordance with the provisions of T-7 i of the State Sanitary o s urt'r_er agrees not to place the system in operation until a Certificate of Compliance has. . rn th. C f Signed --p _-- -- --- -- ---- 9 Q Date Application Approved --- ---------------------------------- Date ONAL Application Disapproved for the f olim ing reasons--------------- ---------------------------------------------------------------------- ------------------------------------------------------------ - ----- ----- ----------------------------------------------------------------�-------- Permit No._I__t? 2 6 — Issued- -------D�----____.... .___ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF �OF HEALTH .. ...........................-------. OF......t -� N` i f13L�- arrfifirnte of &MItanrr THIS IS TO CERTIFY.. That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by_._ n1�lti -- -- _--- - -------------- - - -- - -- --- ------ -- ------- ____. Y__ / Instalic Vv t / i as leer ins:ai;e: In accordance wit;-, the prnvisioii� a -- j o i fie State Saniwr� �de as desc'bed in the app:icarton inn DII-)osai Fr oria C,onstnictior. -r-ermit No---- -- 2--�- w sate: -b- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FI#LrTON SATISFACTORY. DAT~ Z r .,� L� THE COMMONWEALTH OF MASSACHUSE-T.= BOAR^ OF HEAL Tr r - -2 6n✓�,/ c �{ O �.................... ..�'•--6............... r Disposal Nurkn, 0nns=tdiun Jarrmil Permission is hereby grantee_....CaNwo_----------- ---------------_- ------------------ --_--------- ................................ to Construe or ReDar- i aL incin-i'ua JP a.e Dispo% ..................at ------ s-�-------- --•-•- - ------•------------•-- i. _ as shown on the application for Disposa: V1 ork-, Construction Yerrn:- Nor. __2_f�__... I1ate� _f�_. ...... .................. ........................................- - ------ -•--•- ------•--•-•-••••-...............-••••-•-••- �;>�-� o: Iaeai:: DA:t T� ------------------•------------ .....................--•-•-•-•-•-•••-••-•---- \ rORM 1255 moons a wARRE►. INC. rUeLISNERS �I TYPICAL N YPICALDNOTES: EoPNOPRO ES� INITOWVRE BY INTERIOR 8 - OON7RACTOR MALL BCWEDDIB AND��NNP7TRDTCCT PORn WRATNCR ALL W 'S ON AND TICNO1GisTRucT° T lMrRRARr STRUCTURRl11ENrLOSURESAS MAY BE W . NRC¢6fiAti'T TO INSURE auW PROTECTION, CONTRAIpCTOR BNALL'AMA A L OTINIGONyB PROPOSED O o U 1'DCaCRCTANC CO AND/OR C N6CbN1.�}TTN�AT n-Y O!CHIC-OUNT�CRl0. O' aCO■�RRIN TC T�AOLL 1 A01NRUROTlCT DMA07A MOUSE RAND eWALLT�VIIAL _ INTEGRITY O�DtlaTlo NOUpB�C, q AROgFJUCBg 1UZOn� td1RRU1NC.E Vg T U DE&GNNF°A Af'I ERa 4B`N� s TNK X 6'-O•Cl[m.WALL WORK PROGRCB■8, L I I) PPKT i I ONITT 1,6 a aCONC. 12X10 JolsTB 16"O.C. ii I PO b I I 1�K Z PROPOSED CitAW 5?AGE I c 2.10 JOISTS le a'- 'zt ppW I m5 s ON i ---------------- --A— -- I g --1c�Z Ys zy� 1 I I I REMOVE EXISTING moEi N I- I AREA INCL.LALLY COL. �W� t ANY FOOTINGS a3 1 L—— I I I i -FWo�� ' GALv NIzeDO Ce�CD III �Tim �'•LA`OL�rc°Llue'°�I I _ ��� g I > ON as•.Er'sl9'iW. I I $ � nr< �gg T II AREA Y W GRAVEL _ OONC,FOOTING, TYP. U z�cOiiu 3c820 II BED, TYPICAL, 11 p I I II �III I I I w �I I II 6 I I I ----------------, Q 66%56'OPENING '4 INTO MEN CRAWL -' o W cn ay SPACE ALIGN FLOORS A �7G . EXISTING SSSSSS N -0)3#LALLY COL. EXISTING 3)2a9 GIRT --------------4___________-0._-_________-0-_________-_■__u _______�__________—___________---__________- ---___________ t _ O N EXISTING Z BIZEA ur Q EXISTING . 8J0 k'j LALLY COL. W J EX TIN-6.10 Z W > -1 ------- --GIRT---O--------- 0-------`-----"O'----------- -----------A------------A--------- O Q w W O OW 0 BASEMENT NOTES: O IDv u OM I m z 1.BOTIYa REBTT FOUNDATION°ppMMOB'OXII�6•S RM POOTINGW SRO TOP F PROVIDE'Jf/A8 MC BARS CMrlNUOLJa I STRIP FOOTING W KC7WA7 PROVIDE a3 VERY.DOWELS•24y p,C NORO:.EXTENDED BOLTS MIN, E TOP OF FOOTING.PRO✓IDE 0/0'XI9'ANCHOR BOLTS■4.-O'0.C.MAX. _ R.ALL STRUCTURAL STEEL COLUMNS TO BE a W2'CONCRETE PILLED LALLI' IX191TNG S�XIO GIRT COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6'46'r0/0'CAP PLATE I t 7'lll4"ae/4'90.9E PLATE W 4 t0/4' DIA.BOLTS.HELD ALL PIONS 5e z _ ----------------@@@gQQ____------------g------ FOOTINGS TO BE 96•d6'a1T'SOUARE CONCRET!W O 0 0 BARB EACW CACN WAY, d S. DOUBLE FLOOR-01078 UNDER ALL PARALLEL PARTITIONS. EXISTING 4.CONCRETE SLAB TO BE 4'POURLD CONC,ON COMPACTED FILL. 9�kf LALLY COL. CUT JOIN78 ALONG WALLS AND BEAM COLUMN LINES, 0. CONTRACTOR TO�fRCOWV BASEMENT VENTILATION AS R a jj EQUIRED BY CODE(WINDOW5 OR MECHANICAL.) �6 fp@Oj 6 CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4�-°°MINIMUM COVER. Rig46 � Ox1'�.IeHHH A ■ S ■ Y 7,PROVIDE W®STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP, pN E3a 1pYi i8 - S.0EE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS, 9.COMTRACTOR SHALL NOT SCALE DRANINGO POR DIMEN9IONO. AMy MISSING, t- INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION O OP THE DESIGNER BEG01'RE THB RE81'ON0IBILITY OP THE CONTRAGTOR. �iI a 10. IM?TENT OP DCEp0M1GTNRg10 TO ALW�NL NEW FIRST FLOOR SPpCE9 W/EXISTING O C w li M.. AR 01T0 ENBURECDEOROIGNNIINTEIAJT�UBT TOP OF POUNDATId!WALL A9 I �I m KI .5 �I � •, W , Ste,( 2 W W l r 3 c w Y D• L Q W w C U U) — 2 O Pwrs3"81I,`FNG 1N46068 PWG996H.4 N .FI'• 77'X20 ARCH 'S• S ti Fy ® �� w ABOVE ' r I 1 - VAULT TO W-4• VAULT TO W-4'. `-------------------' O 4 I 1 r------------ --- - -- - --------------------------- ------- PROPOSED µIll GREAT Rt ISM, 2E dNl ar-o•Xao'-o• I� i°i I I � r t°I r-a•I 4'-a' 6'- °� °uJl°i p.I CUT BACK f Ij I TE TWI84a T TWIBMJEXIST.WAILLI I mgaw IInn 2 2. TO COVER f'OBT OK I - .II I 4'-O• Q w �� I I I I - CHANGE TWI I cn E'-" •^ A --- - REPLACE SGD W/FWG606S REPLACE SGD w/FWG606H .rJ 1 - J O , 1 cn 1 •. I _ PIrROPOSED b I( MASTER BATH ' = I I'7ASTEA BeDROOPI 7 o- b _ T I REMOVE RAISED HEARTH' r—————- iv PROPOSED �•-_-�I --------- — --------1 O TH as (� KITCHEN i c='pI I ADD GAS LOG! t ` I I I rc Z REP �— I1—�r l� ,Z O Q D ADD STEPS I_ —I `�'Q�' p 6.LANDING STORAGE � \Q Q / ' O ILJL�i.__ --- TWa446 W ADDS M I D J --- O Z J 6'-�• 2068 TO 1ERGOV WALL O W PROPOSED TO BE REJ•IO✓ED i S'-a• � � ^/ � .—.—.—.—.—.—.— W reoeG•_ I J�pg ——— ___ __ Q. J. _ W p T1- In W u i i I I LIVING ROOM nips ii ------i ~ � O m amp ZI I I I (Y D I I I I I TW2446 I UP ♦ TN2446 I I REMOVE I I ; 11b X WINDER L 7 s--kl � f$@z g� TW2446 Tw2446 pl. TWaSEO Twaesa TNTlbal e, NOTE: � gal A ate.- ALL WINDOWS ARE TO BE 112 6'- • 6'_s^ •5 r.- ATH NDER APPL ED GRILLES $ g -D' -�• a'a• 1111 INSIDE AND OUTSIDE m 0 I. ALL EXTERIOR WALLS SMALL BE 2X6 �al R K•O.G.UNLESS OTHERWISE NOTED, Q a.AFL INTERIOR WALLS SMALL BE 2X4 OI b •\ •t6 O.G.UNLESS OTHERWISE NOTED. S.CONTRACTOR SHALL VERIFY ALL WINDOW WALL KEY •u •g ROUGH OPENINGS PRIOR TO ORDERING WINDONIS, �10 O 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS 0 EXISTING NALLS O PRIOR TO CONSTRUCTION. CONTRACTOR _____ Z 4ffiUr1ES RESPONSIBILITY TOR AN1f MIBHING OR [_--__] WALLS TO BE REMOVED 1- INCORRECT DIMENSIONS NOT BROUGHT TO ` THE ATTENTION OF THE DESIGNER U N w ® PROPOSED WALLS s 0 W zz Y Q W O O U • O VI • s K G Igo U I I I is l I 1 I tl II L) �zrc$z36� ao ' I I I 1 I e'-3' 14'-e• 1 B'_T• 1 II TWwb44 TWW2 TW2644 TW7642 TW.d' w TWZ642 Tw4642 Q _ 5 BATI4 s4 A 0 is rCn s .. - Cn BEDR my BEDROOM a3 O .BEDROOM BATFI 03 ' T 436 u 1.TWte3a T TWi639 Ip^ I I a� W'J 6 1 Slb LL c' 1 I U/ 1 I / I I z zeye r � s'_q• _ Q Q I - �--- ------- PROPOSED - Z I - Q -J - ADD STEM AT 4 LANDING r - Ip ————————— ————————————— N o l j r BEDROOM o5 � W I I - r � I tu Z I I LLI 1 K I 1 Q m �{ I -I. ---__ I I ♦ U/ lL 1 I I o 41 ? I WTR?42.9 d -__-___ -- I ®b _____________ T 446 TWZ 1 pa �' ppBJ m F O 1 .. ia •n ao L-02' 4' 1 1 z a N r U � l to G ■I 111 _ :■■wll■Iwml .•. - J..1.11...1 .I.I....t.., ■■elm.. : -E to 1. .I ...........,— Ill Maine 11 Itillawswlb: /m■11■liml III ME "".Imllmmml milli '00 im.plawl.1, to No nwnunnu.nw...uw u..arn■e.uunrel.u.a _ --_ limnuuuuuu■uao■u ■uwa■eauuw.nnuuwuuuw■uuuviueuuuauwuuuwwnnwnn � __ _ IL■lilt■■■1■11■■■I■,I._■Irli i.,i1,./m1.,lYr.lYl,.i■•■lit■.u■rYY1..tl..mlr••■■••/11_■YIw11Yr.,Y11•/mA■11■ ..-�--� `� uuw.uwo•••••_--ueamce:aae me:Berme.=vrla■c:aueeae:a■a:af�oeme:aeemer_ea.:e:ueeneg■c:ae-a, a 1■OI■■1■O.. r.........•......1.■ 11■a■.-P•aOle■^.M•>-'-t.'ll\■elmaw�ll.- 1� ■1 �Ir111�"'.:::::. .....................III�Itm Il�lllili:�:: :Aa:I11M - •-- anolnuram■■nnu■Y,■,!■■m ��■tom - ma■111 ■1■Iu■m1 lill■wawll - -; .'_1'u..uue/elmuswaatnJaameumnUt —•—`` IaB■I lam■am„ ■■waae■1 IO! _ II _ _ _ u.- ,II- 1■mslt■1■■ins■■,■■■1st111■ellli,Y■ml■Y ■,eriJ tna■■ ■#.mats I■I 11■■■1■m1■ [1m1 -- -- - ■■■■ ------ - _ 'l.nm■t1■11■r■1■I,■■■1m 11t..Y1L1■■slll ' missile .■I■It■■■I I_IIII■1■■■■I■I ■■■ 'i■®�■ ;■■■■. II■ ■.■. It■■ _...._._... • /■1■■■■,■I■■■■,■Im■■■IY Jl11111 I II1a■m■,Ianm■,Imli■■!m■M1w,laimJ w.wll. Im■11■li■1 ■IIm,■m■11 ■, ■l mil Ilml■t■Ilm,l ,...li lnwm,l ■mulll ■1■Il.wsl i,Im■■Iwll ■ml `.... ....: LI .....: ....1 Il.wl Illt■■1■ntl _ lel■■wl Iuew.mY._o.uu.._d■■names O win mosimamwm 'I�'llliin::gin:n n it...nV••i.�t_=n•:v�c I-�- 1_::iiei i:inu_:nil::_�:ii,:�_::inuni�l man to n::� nu::ul:i a_ i, ,O■I Ilel■m■limn u��f�il��i,�iiiin�ii���init one I■, Ilm■. Illmw■I■ne, ewael.m■■Isle■■mlmlme■m,sn■wela.e■■lens■sltl■m■I O.ews#a.nwa.um■mm..waa..l loll ■■ I ■■u .welstmewl] malls mini■Intl■mtn■lie■leml■■ml■■Iw■■1.■1■■■,■■,■■ml■■,■! ea■■.I..Iw■■■■1■me1.■li■■1■.1■ loll ... tin■It ■es#s■lines lilt.e■Iwlme■.I■Imemml■,■■■■Iwtse.elwlt..■,■Is■■mlwll�ewlle�..imialmolmisamsinImwewll.lw�1111: ��Ion U.Now.im III w•I all me 1■l•t oolu\II■11 • —.11.■MUInr.•S I C!•!fl9�!CI•.�•f�!!9 I�!•!S�l S•1! ■iwlis•el■llti■I■1. ,1 • • 1 .:#seem.. ri■t■1■seemum © -�llf • mio■Ynweivauil.- 11 �� .,iinw.u�c...-r�._ auto. ��■ ■�l■ • uumlaom -- ,in•eelee#i� o.uui ,i„ n:in::lmml- ,II■■■IUI.//- \tltl■mall■I■■� imwllelw.wlleu. I—I I�I • \ �un■I1 wai ....uw.u\'... ■■Iwn■■awu.we#1. _ .ui u:.uin I�Uvenuw■iuii■i:iiWiiu: ■u■ .uu.ol.uee■I.u■uun.u- ■i:■Ii:,iiuimiiiiu:u:i►. ai \iliii:i:,i uoutuunuuanum` -unnu■ 1 ■ ,u .ruuu•uuuu,uu■muol m-1 \�.u■u■m:I:1in:■imi�na�ul `= .■■„sl■.wllmlisillelw.w#1■1■m■,u1■6 uYlw.■Ilml■t■Ilmum■wmlw■elm■,. ■n■um■uwuuawnou■nua■uua■ uuuuuun■nun■,uweunum .............. _ .11weelm.Iw■■1.■1■msl.■#■sale■,■.tl.elitelee#w.■le I■e.leelweamaw.sn.um■Isms■eml■■If.■II — t1■sml■■1■P�•' '�'�.u..leml r ��_-_. �—- _� I ■ .elw.eleelw.elef' '��.leelweeleel■el I.li.el�"� "minions _ -Imslwlm.■■Iwl■mm■1■1.■mml■u■sm1■I.e..ule.eelwlmt■ ■I■■■■Iwleeeelwl■e..lmn■■m1■,mmme,■1■0l ,. .-.- - :-.-., _1Inn_ruw_eu�tun_lw-■u�_ulIluul■muema..lm■nv■l■insumaee■mienlunulswn■llmewloI■nllol■#lwm■mm.emalmltOwuwmilmmume■�mumI■■ewl■l�■ueuIwOuIlwIuumeaemueul.n■■wl■■laesauutmeulse wninelwwm,me\wI■l1woInm1Immeeti1lllr■=—===—==--■-■'11—!1.-1-.,-■■_.■`E`,"11-.1I�i e�I1�..�=c—___=—=■.;w.�Jn.wl wlwl.nelaleilus■n.le�■iel nw■el■lwlt■aealu■le■■1 Is■luwolu■■uwwllw■Iw—=ew,1■i1■Il e.11m■==ei 1It1luteu1u■e■uw■tl1m#1ea1ew■l �I I—�I n■n,uuun■ia■w■III mitiml■m■111I---== ❑■l■■,■ —=—uIe1w■lwwlIIlnle■e11m■■peine■s111 = = ll wcwww_— [A�.-i�. IL(•�',_��.w - vn■munu nu•uwfntmilmosimil mlelee■sl e.lslelins. I.ew.l.le ___=_�_I?-�{Iil�-�.-*■�-._.��� _=—__t.��■I�I;e1 �"-,IC-I !eeI�w�.l ■■II■, ■■■ nI#Iua■lemwwl■me■ul#wllusuemels■lwuesasl■uwe■I■wewuIlwlmlu.n.mle■lwwemn■erl ❑❑■,■l,■■ ==—==IIIullsliwesm.■ls1m■il■.el1Iw1ll,■aemt1emwl■eem■tlel.wwlw.w,llwlllueteelll' 1s1ne1■wl■ewl1lw1,lum■e■Ilew1w■1 ❑■ll■■l■ .w■m ■lemill— wn...O.sli■lw#s■■ 1,■,■me■I.1 ins■,me.lwe.u.lw..l sl■ma.■Iwl w u.■m1■,t■ III ms■1/ nuewe#wluwa uuel■nmt ueunew■■uY uluwl ou ■o uuua uun uu u■n l■ ■ nu.w. .■numwmlonulwmml lu■n•nluuu letwml autm logionlimis In■unenu,n somemol EERIE rs,aw■wl#elwl umuuumu 1IlI1l _---.-- . - -- -__- - 'A - __ - _ - ---- - — � I — --- - ■luuun....--urwn■un .�_ _ _ _ lunu■uluu■.n. ...■uu,nu■nm .■neuun. .n.uewll - - nouni.■uuieuuu.il=111�1111=1iiuouilT■i�ln�....n�i1=1111�111-1i°0 ONE— — — I— n■ai.ii.rl _ , uun■nuuiiliwiuir:■n■#nun L_ � _� I � u■m■non■ainiiili,ii■iunun■uun■nY u■umwanl:■i#iili■nunow -- n■aunnuuum,u■m#inn■■am III ',� . I ..•.. •^::�-._-'-'-_------�n�nmiiiLJl' ILJ��anu�.n�unn���nLIU' -IIL,Junnn!!R�I�11 _ - � uuunuuaau■nauouuutnuuwuum uuuauwamuuuuunun - _ - --- ------'---------------- - — —� uuuu.numuuuuuuuuunuuemm� uumnuuua■nnn■.mnn■ _ toins■1■tntwl..■el■Ismsmut■m■ml■,e■■.1■Imme■Iwunel■le.■ ■Itmtml/Imenlwlenmlwln..lwlee.tl■,.ml 11_•s.l••A■I••m.._Im.••ew•..■!••11.!•\r _I L__� 7� Is•�Ime••1■••.mr••11.►•.Iw••.e••\A!••mll••.Ilr••wl. er_•.mul■P•Jm•_n!•.I■••.moos a^_: - wt■elml■mwmeinIw■■,1inn■■Im■■ills,■■inn■1■sw#law■wll.l■1 Ilnl■■■IIm1/m■11■t■mwlulw.■lul■mils■ ■lul■e■Ilelwewlltlwewll.utwllslw.■ - — — — — — I.wllelw.■11.#wewll.Iwewllelw.wllelw■■Ilel■ewll.l .wllel■.wllawtwll.u.■Il.lw.wll '■aislewmislllewn■Ilmwmlaln�eunm�unu■■Innw)t�wn�w.'�neuuuu■ulnwnwuewn■lu■.ewluil •I,��I'� Ir!•ew•vu�•JIIC•Iml�•w#••S.e�fnC•n ��,an�nw•lwel�9.l�fne:Ji••••e••llll•.fi Rf lee!\n. ur!•e■••■Ie7111�!ne•fwe�w.•�f ` A - -------------- �-_-_ -- --------- -- = E _--------_ ---_ - --_- ----- -- _-- _- - s a .nuu■u■■u• emu.. �•�:i.n...._ - iuuunul•' - _ ui1■nn0.■r- Iin-Ilnl. �uuuuuuuu _ - _ _ ll oil .ril � fL. �t!Iwo,I:mill --- .YI_•IY1..iY1..;" Ir...■Ii.illi_i{\_Ii.... i.L..LI:.iYt_. •r..■.r.a .i1■I■■■■I.III" I■11■■■■1■1■■■■I■1■■■.1.1■.\.`%!1■I■t■■I.I■■I _ _ .___-_____i■■■1■tl■.tl■r'�' .■■■1■■1■■.It•' ama■1■■1■■■I■■1■■■1ul■■II■■1■■■,/-��\\f ■It■1■■■1■■Ir■■1■Mir■.i■ u1■1■■■■1■1■■■■1■lr!� it■I■■■■Iml■."-. ■I■1■■■■1■I■■■.1■I■■■■I■1us.l■1■3 f;l■■■■1■I■.s■1■1■■■el■1■■■I .am inii 0iiii:ii% Noll:uu�i:i% ' .uiouiiiinulnii■uniiniliiiuifu-=.� u■. \��iliiuiniliiiniiuii _1...a■■....■■IIr%�. ..i:ii■ii�■�i.%• ..uuuiii�l■roil■i�tiiiil■�iiniii � .�li�i■:iiiil. '���iili�iiu uil�in� milli uu■uuno%: ������������I�.Ili:u: ii:%� riiu:iii:u:iiini:iii:i:::ii:u�l��� .ii: � iaii :i■.�\��iiin�:iiiuii _ �,■i:i /;_ u■u■u1■In\,`' il■lu■■ulu■u■m■u■n■uuur iloinau■uunlen■n►. .u■unn■■ na■ u■uuunv/. .iu■■r.1.L.■.I nu■u■/uunnr tlmf.Y.uuu.Itl■[il\:■nu �:o\Olui■In ■■unuuu/ %ttl■■1■..1..1■.■1.11■■■1■■I■t■U• ■■tU■IM■ .........■tl■wel.e1■■■ .uuu I.■■1m11■■long!/�Ilt■.�•Itl■el■Ile■e1■11.�I■Ill■l■■Il•I'/11.■■1■•lIo:INi,I{��C C1'ila ■11 fN 1■Ile■1■11.., legal' _ %,% ill■�I.tl■ 1�;' .■■■1.1■titltl■t■title.■.1■1..■■1�� ■.■■1■limo■■1.{�.Ne,..■.rl,lar.�rl?!le■■.I■1..melt,_ � _ •■■1■ItI.Nlinittl■■tlstl■■.I■■I■.' / •._■Imo■I.fl■■■1N■I.tsletl■.al■.1■.■I.tl■eel■■1■■■1■■•� -r•ne-Inleeue-Inn-en•-enr_ __ __•fl!-sre.ne-efr•1[e-vr_-Ine-n■r-Ine-vr7-■[- - L- i111.I■.■1,_. .■ling■ins■11■1■.■11■1mtMill.1■Iola_. .■ling■lu■ling■Imn11a1■■■IIMI■■■11■1■■■Iltl■■■Illl■L� _ _ _ __ r�-1l-�lf••v �nl•••v-•fv�nr•In�••,nl•-�■!-II.• en•�nr�rr••[r-•,Ali--.I�••nr-•rr-,nr-•.In�•I■r••■ram ���-__ _ _ _ _ muluu■ lunonu■■nnnmunuumuul _Ionia.uuuw■■nuumnun■.unnnuuomu__._. -- 1'1.,-.--._.-.•von :4■i:1uu■u■ uuu■uulr lainall Y.n low umuul■lul uuuuuuml■I u■I 111HIIr uminuunuumluumluu■lul - un niaa:ici iu:iGwiiiGli _ _ I■u n■N luv�u■■■�1 ■....■■m■.f.l Itu I Ill tl I�ilf ni i:iii i:40l11 : olio:l1 :A:ii + Will m11■1 I■II■■.Imll■m] Im.lollt■simlle■ loll I11■1; „� 1■11 11■I ■.1■1...1 „r 1Iu1■ ■1■1.1■1 Ilml ,',r II■1■.111 t■■1■In■1■........ .e 11■%nl fin, ..Iola 1. ■1■LLl Il■Il 1..1■2ntl■r ■III ■..■ling I.......MINNIEI 11■■■11■1■■MiIIIII Imo. ■II.IMi.■11■1■efllel■.■11■1■.illtlml I■■1 1.■Iml III.IIM■m111 11■■■Ilel.■■Ilt Milli milli Imll■.■i.ilsms imalm■1■mllmilti im m■I LIInt1.11tnIm11tu1m11tis1Millom■ I.■ 11111 IIIt1Y11■■ n 11 loslmim■imlll lu■ I■■II {a.■.Lill■el■I e1.1■e■■1■IM■■tl long I` I Ingmt Ols■m.lase■■l1e■■Iuuunl I` I MINI lung ■■Ina■ @Iola...1.tu■I ��'llt-' u■n u■nlum■1 '_, muuel.n■n u■ I-' .1■tuuuuuliuumuuuon■ '-' uu mull I■nm1■1 uueLnnuMi■ I■Inri1■=,nu■mw ulu■1■n.uu{noJ1■u■u1■uu■ulm loll■1■uurl■Inuunu/■u.■.uuul■Iluu■uu■1■wu lu.■■ •Lulw■II uliuul■lu MINI,I Io11■1■.m111■1 IL■m11.1■■■mil loll Imll■lu■Ilel■■o11Mlm■■11■1■■■11■la IIm■ II.1■1 uulr■■m IIuaI1um11■ '■■m■Il.tulei.s.Il I■No■1.1■ul■INn.111IamsLluull■■ul It■■till■N■.IMI■tiOan■.LIs.o1■L■■MI■1.■■■Ingtsmsl■It■■MLI 1■■I■ loam... sltls.vlN1.■I iinu::innii ilia al�2s l5t ill:loin Ir11sl.smuil\.r16ir.r1itlOmr.ru.alNb IYbiIY■f111rtULImN■IIYrrYruNlb■Ilumt.rlY1■.m11Y...Il.ul nor, Ilaulbu ___ 1War11.I.■lu. ®Il•iui lm iiNainil Im11I■IVI1e■.1■ILuI■ling.■■I■II■■■I■Ilng■Imllt■sl■uumuumuuuluf.uuuunuMitunu■uuu■ •• _:..._.._.. --- -'' - . ■_ 1'1'11 ::isiN-:::7iii:::7:iG:::7:i■'i::iii li:iti:i7:i■'t - „ ���:�:a:c:aiiii::i:iNi:i7:i.-:::T:i.-::ii:i1 :uu_null '�� - � � I... .., lotlnlmttlttlmnlnlmltUllmttlll ■�■ 1OtlmitnOl ..'. =� it11iY■Glrsil101.ttlnlm.tlnlmOlttlmttitt ... '.., i:al■I■�.I■■■Ir_ \�, =_ uuunmlmluulmunnnnn ■■■ ■u1■nu1. 1I, a inulmunngmunnionuuu.Nn......I ..■n■uul.uu.uul► �,.., ..� ,.® I[I■■■Ilel■■m11■1■■■11■Im■■11.1■■ lMitmllelme■1 i,.��i [ ,I, !Iel.■■11■AN.■tl■I■■Mill■I■■■11.1■■■11■1■.I ,., son __ _ iu1e1■. 1■.o1n. 1.■sl■Ilnnmll■■■I■IIN■■1■11■■■I ■.IOIII■N■I 11Yu1■ling.L■1■11■■■1■IIN■■I■Il.m.l■II■u11 Ntloll Io11Im■ ■Imulull I.losl.tl\. \..tan......r. aINON■■I■Ill■MLlui■1■1■■■■IMI III:i�_j�l Inu.ollu :L9unu11umuun■u.u.mnw.■In1 mill ■.■■ Iui1.I molt-----'- ■.. -----IiO. ���■nu■lum L.INtIm■11e1■■.LMn.■1■MIf■/IN I�1 mumuull 'J n.l1■■uul.Lunn■■■num■numuu null umu ..uu■L un.u.. •■■In1u , II�,�I 1■O■1■In■.1■Lu■1■1■■■■Im.■..I OtIMiLn■1. L .. "rr�Jl umulml....Im......lmuulmluul I�I I�I luul ••• mm�.1 .a■ln■nmI ■■ ,.. ■■ luu.■u�\\luau 1-1 i� Ill■.mil■lo■m11.Im.■ling.1■■mllelm■.nn...n.,mtolltl■.fl �� l�l ililiiYliiiiiiGliil■■■11.r,•lmoll■lo..11tlm.l I-1 '-1 uelll I■Iltlol .I■n■Itl.■ 1■.m■Iel.t■. \�1■■I "..JJ \�J um.uu■mu■Inuuuu■um■eunu.uu■■umwuul �_IL.�1 umunuumin[■u+1 i1' liuo•'"niul _iiL.....�JJJ L6.��JJ uun _ Inni■ ....... u..1 ■■ ■�■ Imm�ulml. �.im-1 �... .. •.�t::�l■gym�1.1:_ ...�.�-�.1.. -■t1■1.._�...1�_......_......-......■I�i��o�le1.�M�1��FJ a.-_ �_ Islas. I■■■■IMI -a■I..■......■■1■ .Im1.n.Im1e.M■,. `...�: - -------------------------------------------------------------------------- = -- -'�ml\:tl tngolell n.si. 1■u1/ 4m11.1■smllan■1 1■Iltlualaflmlb 1 ..1.1•.•• - t1olO■ - .ImaflLulm■.mO■ I.................I ---------------------------------------------------- -- - ----------- - - ---=-= -- ...:.:_..:..._.....:_.....:...:..:_..:..:_......-......_.....:_.....:-.n.:.:_..:..._......_.... un-, _ .... i .. ....� - Itlftlanitl■Ltl"- _ ■1■unumtnilmumumi.u.ninm.iiiuv:umuluuunn■.■mlMiaium.iulrumuN■uuumur�i�%"_-..unlm■ern■er:l..� ■�I i■mm�nun■1■l. _� ' imm�.■n_■vl7i.,.riEi/LI a. In. .1 It 1 _. __ __. __ __ __ _____ __ -_� _+ �--.s_.i]I�7■i• - �- r"••II� --M..'■m:■�1■Im■m•.l..olmu•l l■loll■m.fl t.n.•,m■■•■lu■l t[Il-_. ■+` _. 11 ■t.sif■ol Ii Gi.lS1!■Cl.=� Imll■■e1m11M■■loll■mtull■■tl■ling■■Ilolll.tl■IL■tlmll■■Im11tm■I■11.\.1■11 1r;\. .cam II■I■■1■1■s■■1.1N.■■1■1n.Il■Ill■tl■I.■■sltll■uI.1■■■■1.1■[■tI■I■■■■IL'`e sslolltMi.l I � �.� T'.■1■i■1 Ile■ll■IIM■ai_ .. :+ ILmn■IL.Io O ._ !__ _,.,._ _- -._� _ _ ■u■l1■ ling■.ni.:�Ci::1LGalt::■G:]LI..■IGG:mf::■isGltl::Ii::LGG■a:a[.S:O:a.L:alGatL::fl :I■:::MiL. low■■■tltle■■lIl 11 .......... .. aal --_ IplMlttui■1■1 Ill uu1.ISM■.1 __- _ _ ___ null■ IO■1■e.■Io1■ill■�llslf�nt.1m1n■1■Lu■1■Itu■I■L■■ngmluMel■L.OIm1un1■Ituela 11■ntlsl■. IOI■OIUI■■■LI O.1■MI■aelllll g NI ■I■ ■■■L■l111 Ill IIOO1.1■s■I u n• ILu.m1 ■mlltl■■mllngm■.ling■lo■i111■s■ling■limo■Ile.■■■Ilan■11■Ium111■.o1llutaul.s MilLlui111 tautl LtlmlttnlMiint■ IIOltIminlOml �, ,,, ,� nt -._ Ill nnmltttngi in IIMiLntlol■ 1 lu■Im1 ■I■ 011[ ,MI r■I■II■ImtmoNl■■I ILImNaI1u■111 Im■I ■■ "a'■amutu.Mil 111 ■lis■m■ot■ell 11■11.■■I■pull_nw.r.11Mu1■Ilau1■IlemImllN■Iu1■■.1■Ileoaflltnlalnnaltulmll IIIf L.UIMiI`\. s.l.11■i■Imlltm■1 Imel.ln ■I. I.nttlll■ Ilutll■■1uns:1■nL.Imul.1■■.L■Imn Litlmtt/u■..lolu.lil■1�1 II Imlll■■nolli.- ............1 IItm.1.11tmIIl Mi11 .. ... .. ■■1 Ilto■I■11■otl■ .. I■IIt■tlolll■ tst1.112 I Imtl.l■.m■11 Ls■ Hall 1■.1■1.■1, Nltl lal stmml.ittoml 111■■II■ ,�,,,.„ Itiml■ttsl■I :IIAt�::•�llt�:l:: �:�::•� :�:::ltl� Itllm Ol■tlmnis. ■talMlmt Itl■1 In ..■L■1■..1■ngl Al ■t■OLeI■NI IINIos.0 ■mmlot.11 �:a: :•a.a II:1l�::�...gill loll Lei ���::��:�I .• II.�':: ''. lr[meiml li■iil■.imil al..n.ling..Ii.Il...1al..Nal..aan.aal..aal..aai..aal ling .1 I■tltl■■ 11■■■■1■1■■1 I■ma1■1■.■.1 . 1 I INI■emMlllll■.■le■■.1■I.I■ II 1■ - _ - - ■1■IO■nrrlMm■I Ir■rmrrll 11■11 ■NI-_�-O.■ml■irmrNr .. n.�...1.■.: u■Lt1 lel■.■Inl■ 111 ling.■■It■I■nIN■I■OIUIm■■O.Imfnul■..l■elmttltlloOlnl■ltlnla . - 1 uuuumunnl lowumnu■■. I`IIII'-'Illlufl uuumnuuuuuunn■I loa e..uuu■n I uuul■uumm�n■uuu■I Y■nuNlmuun■uu■ulunuuuu■Iuuunnn.nuuuuuw u - uu■uuuu o eN■Iu1■■I■ '„1���_�I®��� n u1�_..,._._.,_.__.---._..__. ..lunuuuuu■muY��1��I_���II uuunlmul - luuunumuunmuruiun •n1u■nnu■Inuuuu■uuuomuuumuniuuuuMiluuom ■ ■ _ - - INII■Lmnl■lull Iuurrltl mrrl WILIJ.•='��r•IWLLJ■ ..■1■1■un■Inu1■IUI.11 ■■ 11■1.us1■1■■ Il.m.lmlls■sl.11tmtlolltm.l■11 I■Iin■loll.oal■II.■1■II.■■Io11■■sl■IItu1.111mnm11s..1.11Nu1■11 .I 11 omun■uuu■■I � uu■M■uu■I■w mm�uunuuununml lunuuunuum■u■u1 w ■uuu■uw luuuuuuumnun.uum - - umnuumuumu■nuuu■uununuunuumunumuu■u u u - - - uuuuunu■o ue■I■uuuuu uuuutnuuufuuun uuuuumutmu■uuu■ ■■ umuuun uu■nouuuuluunuu■ u■■Iuuuuuluunuuln.unuutlu■uLMI■■n.■1■.nuw a Y _ ';a: L• - 1■It■MiII.1■■ullll ��II■■1.1■.■NI11■■■'■1■■m.11nultlnilllln ling■I■t■111.........u1.... Ill .t■■1■1■tMi.l Ilttttlmltltllmlttttlmintllml II.IllttuLll■ills.nlMilt■nglMiltlltlminitlMlttttlmLl■tl.lttltl.l 11 Is - - - _ .•.IC IC_.Mi[.-l][_]I_.10 .:[t:_■t:_]I.__LC:JCL:_.tl - -- -- -- • C.. ■:_1]{__I.__ ;.-1■I.Illlm.mll.Im.m11.1■.■11 ■II■1 ■■1 1 I 1■1 ■■11.1■e■ILI■■■Ilel■smlll ■ ■ ■ 1■■til llumlltlosmlltl■■.1 ■ IM■1■Ln.l■���.Gr '.tiGl.l...i.Y�ii.CLi.i:Lf.i.s.i:t.L.f.l.ii:l. Li.1�.i.siii.f:ii.i.Li.f.1 --. - .. I:i.f.Lf.i.Lif_ __ Iltmsl IIn1■11 ' I. I.ling■..........■.loll■m■1■ling■■.1■Il...... .■n.IIN■n.11sul■1■ Il ■1 - _ IN, -' ._oil:::mi_:I7G:i■L::1■-::ILL:G■f::i[.:�i�:7.C:.MIG:o1i.:ia�:101- '-- --- --' �C::i]L:il1 m.11lul ■n11.■r1■1■n■1.1■n.IMI■.r■IMiuuill■n■1■I.■r.1MIe■rslln■ Is lingPIN R - I d'kq r. - ill . CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLES 6/6'COX SHEATHING f5V BUILDING PAPER R W FBGLS. INSUL 3 Z � RAFTER VENT C� Y A•�' IN SOFFIT COR-A-VENT STRIP VENT 0 L) LVL / IX FASCIA MXxv ALUMINUM GUTTER 2%IO W O.G. U(FRIEZE UU) JOISTL w O.L, - - R-19 ream,INSUIL o PROPOSED 2)aIrtD ' axMl►•O,C, 2)f U16'LVL in S/4'T�PLYWOOD SUB-PLOOR ► tfD 1/2'COX.SHEATHING RIDGE CONTINUOUS RIDGE VENT K GLUE AND NAILED, TYP o b 10 t6'O.G, w 1/2'GWB 4W NJ TWO NJ' jr4Yj NJ' a « a it A•6 VArole BARRIER- LVL WILL GO 8)I'j°Shc)�'LVl M M UP INTO EXIST II I II II II 0 tl 4 II 11 II II '� II HEADER ~ 1. '6 TYVEK WOUSEWRAP DORMER WALL 11. II II it % II II II 11 II II % II G 2%10 JOISTS fS.AC, BIDING an ELEVS, ) ( ) 9 1 I6'LVL a%S T 1 2%10 JOtST9 Ib'O —'—'—'—'��roSED BECAND�, PLUBN JOIST'16•0.C, w �S y VERIPY Rln JOIST q F �;< i�n- EXIBT. rLU%19k• lVL ID BLOCKING EXIST. GRPROPOSEAT ROOM HDR• UNDER DORMER NOR.EXTERIOIR YJALLS H 6 yy �pWo� E/4'TOG PLYWOOD SUB-/LOOR 3 m u g�ittyy$z eXLs 1 9IXnTMI G ALIGN FLOORS GLUED AND NAILED, TYP / A,6 RIM JOIST = WiR�BO G . 2t10 JOISTS I6'0.C. \ /IRST FLOOR V m m _ ExIST_rli�T rLooR DROPPED Bn• SPILL SSEA W/ LER Hog _ _ _ o a)1%xU y,LVL III'POURED CONC.WALL a�V=��£� � EXISTING 2%10 18T9 Ib'D.C.EXISTING 6%10 GIR CRAWL SPACE A•6 v �, o CONTRCTOR SHALL z .M .. MAINTAIN 4B'MINIMUM S2 FOOTING COVERAGE �m \ I � DUET CAT w c_._._._.—._. Q tg55��n . - EXISTING \ / C/] W ttx _r�anlT S'-11' 9'-T 6'COMPACTED FILL V 7 SV a .1/2'L CONC,FILLED 2'CONC.DUST CAP �y �/] STL,1. COLUMN w 4! EIf19T.BASEMENT ON 361.961.12, DIP, BAB LONG FOOTING, TYP. A.6r SECTION ��� _ ASPHALT ROOF SHINGLES S/S'CPX 16WEAT14ING 1.BUILDING PAPER 2%S CLG JOIST 46•0.C, . 2%Io 16'0.C, CONTINUOUS RIDGE VENT 2%12 RIDGE w - 9 Z R-30 FSGLS.INSUL CROWN MLO IM m ^, SLOPE SLOPE R-19 PSGLS. INSUL 9+12 PITCH 3.12 PITCH 2XfI16.O.G s t- t — U O IK I/Y COX,BHCATNING W F e W Z Lu ---- - --- --- I/Y GINS >A•6 EXISTING w J .n W > J iv sreDRaOn ea .n ly VAPOR BARRIER I V/ 1 j I I TYVEK NOUBEWRAf SIDING(SEE CLGVS•j - ;OCIST�BECQND�LOOZt._. Z L� N w w IX FASCIA W/ALUMINUM GUTTER SOLID BLOCKING tJ7 w Ix SOFFIT UNDER N ERIOIR FI4ML�L9 J O s iP,,y j (L � EXISTING Ix MIEZZ VROM O ' in EXISTING ROOF /DOS IING ROOF EXIST.FIRST FLOM EXISTING.a%b JOISTS 16'OC. EXISTING$%16 GIR g rL E%IBITNG S)2%fD GIRT z EXISTINGC ¢ aa / / / / / _.____.__{ /•/ / // I F / / / BASEMENT g Igo 7 7 / / I/ / / / / I / // J, //EXISTING RaoP EXISTING g / / I � 3 kj'LOLLY COL. ��ft3C2 � kk EXIST.BASEMLAB_ N J _._._. _. I /// ' ava at EXISENT S T NG R00 2.1 P 2,1 PI *60 m Q .. lK L C%LSTING ROOF - [:. Z Lo ROOF PLAN �/ ..GALE I/6' I'-O' N IN D W VJ O H aI. TG ER aa o 3 W Y TYPVCAL ROOF NOTES 04 04 o cZa SCC DETAIL 10 RED CEDAR POOP SWIN4L Z RQ7f.Q V O N 1 - ROLL VENT W Opr" z SIDING SEE ELEVATION A RIME BOARD •TYVEK• NOUSEWRAP - .(<V�. FAY VARY) c If COX PLYWOOD " W LAC PAN/SHCLF.PTD. Jlr6 1 I6.O.C. Bu PELT PAPER �g� a$gugg uH_S � c+- R-I9 FIBERGLASS INSUL. - 6/6'COX PLYWOOD RAFTER VENT ALUM.GUTTER NHECQINSUL, Igo kg�y z 6 MIL, POLY VAPOR HARRIER IXS FTD. R-00 INS- ~ � 1;G W B. ago MLDG. cello RAFT e � �gag E5n{?�5 o �f ?� oi3� y Ti u zcozUs� �'d' I _ (-=--'\TYPICAL RIDGE VENT DETAIL SCALE 1-1/2° P-0° C TYPICAL WALL DETAIL �v a SCALE I-Va• - r-a (�C!Cam/] $ owm " TYPICAL RAKE 4 CORNICES�^, SCALE 1-1/0" 1'-0° a?I O^ STRUCTURAL PIPE COLUMN OR4 3 1/2 CONIC, FILLED STL. COL,N -NOT R B4 IN HEIGHT KM 5 ACING 7'- O.G. BITUMINOUS JOINT FILLER, •TYVEK•WOUaEWRAP 2" DUST CAP JDINT SECANT LEXIBLE kj CDx PLYWOOD I Z 6 MIL, POLY VAPOR BARRIER °SIKAFLEX 1A° Tx6•16.O,C. O_ Q DO NOT BACKF6.L-WALL 91T.JT,FaLeR, CONCRETE FOOT IN6 L CL UNTIL. WAS 3'-0"%3'-0"%1'-O ATTAINED 7 DAY STRENGTH _ TOP OFF'W FLEXIBLE BASE PLATE FIBERGLASS INSUL Q Q QL Q AND 9OTW TOP 6 BOTTOMp .. P.. JOINT SEALANT OF WILL ARE PROPERLY na b MIL. POLY VAPOR BARRIER W O t[- SERCURQD. - - =IIII=IIII G.ws' w OS 46 RQBARS, T. Y CONE, DUST LAP w > J TOP t BOTTOM — I—I I s - 'a. �a 'TIG PLYWD.SUBPLODR °f( IIII=IIII .,� GLUE t NAIL TO JOISTS _ z W CARRY DAMPROOFING a '`.."•'•q.^'• e n Q F- OVLuQR TOP OP =IIII—III 6•COMPACTED ..,, SIDING SEE ELEVATION — POOTING. - •.. PILL i �. ., ® s REBARS CONT �'h. Lu III_ Plc _ ,... Y RIM JOIST OR ESL, PERIMETER FI WAYS (T ALf (n lla 2X4 KCYNAY v �a - -I PLYWO. IL V : BOTTOM 6• O Q norm —I - 7%6 P.T.SILL 200 16" O.G. Q- IIII •.:;:•'..',`...',;'�•`j} \ SILL SEALER. —I_' •e:':.. �_ :.:.<• '.�+.•°.� I -�—IIII=IIII 1�• DIA, H'GALV.ANCHOR IIII=IIII= Il=lilt-1 II lily=IIII=IIII=IT—IIII= BELT O 4'-0"O.L. IIII-IIII IIII-IIII-III-IIII IIII-IIII-III-IIII •. .. : ss5 = PILL t TAMP S'OUT POR I a t lt Y/PT, 9LOPE�PROVIDE II .Q z rY BED DP 9, aTONa xd HHERE NO GUTTERS - ICC g 9P�7a 'mill g$� �imu�n a °mm�°"I�ixmus�emr umimn B tv s m.�rr"moms nimun®. .s.waaw a�mw�crm aw°�.was 4 1 WS KEBABS CONT. g nwi'°Ofuo°uam mwanw.su nice>w.rwi. TYPICAL DUSTCAP 8 FOOTING t AROUND ALL OPENINGS - q I e 4 SCALE 1-1/0 1'-O OAMPROOFING 15 COLUMN FOOTING DETAIL 1 „ SCALE4I 1/2"-1'-0" (:; TYPICAL SILL DETAIL c SCALE�1 m -' z U N W W to O V) TYPICAL LVL/GLULAM BOLTINGMAILING MULTI 1 8/4"BEAMS r c B 2 0 ROW or UD"wLD O tr O.G. Zy Y 5 IT < w ,�. C CL LL) Z O Fl!C[B D-4 2 RWB or W OIAM DOM I W O.C. N Y � 1 J Y F I I p I I 1 I - ,mccas D-4- 9 RdVR Or W DIAM SOUR O Ir O.C. POST T g�,-3� d�X y u-i j L�uZQSS� MULTI 8 1/2' BEAMS 1I��B2� { g��g '� 1 I 2.6 CL.G 1 'TJDIST 16'O.G. I 1 9 IILCdJ D-4- o Or 1/]•DIAM BOL1i 6 Cr O.C. I I O $szz 9#E gg9g�T�Tii - U z¢uzuG3E02K 6 I I I Y ' I . w w og Q E cn UP 1 I POST =�E J DN =—— _—i------= DN E""-'I� Qi r = FL{Ix16'_=LVL _ - ® C7 w C/] tl UBW LVL WILL GO UP INTO EXIST DORMER KALL. (�� o o i ¢EM I o I 1 VERI/ 1 EXIST, I j WDR I I Z Zp F. I ALIGN PLOO POST � UP/DN: UPION WO (Y —J I 1 - J w o � I ' W W W-------------- m —J (� O W j v - —- ----- W fY m II I U) rL EX 1FT i II NDR. i 1 I --------------- � '6 == I T T E S 'k A•g UP0.P fill P4T4T PST U �7p11 aD B g 4)1 YII'6'1V 9)1 jrl4' LVL HEADER HEAD0.ER Wiwi al.E P09T p UP/DN r' \ F m P RIFY OOR 06T O L ..1 - 1 OR C \" DMER AREA i1 no co G " Z n U N w TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 9/A' BEAMS = or Y nACL� O-1' O RLM a ISO IUJW D'0.4 Q W 0 O U I O. 1 P09T I AF111�1' VL POST I r.—._.� PN._ ------------------------------- N S POET DN `\ C O MDR 1 1 1 T d6' LVL \ > I �T 1 A purses D-r a Rants OF yr DIAM WL»•Ir 0.4 • �I� '21110 16'OJS. 1 II 2m10 1D'I D•G. ' 1 I I 1 � V_ Y Ijl j II ;, W MULTI 9 4/2'SEAMS - uW &Lgg�1yy$2� 11I e I TuQ NIS�i�mo�~O{Sdp ]Pmrjs D.A' 9 XMIs Or lAr DIAM COLT!1 re g V Z�3EOQ o ' f---------------- a r ' A I I 11 DN 1 1 T n--------------- ° e 1 11 I ri £_s$I�___ __3, r i W M R • ILI. I i ' 1 I. I I --- i-- i 1�._ I I Q H �Ti =rT� — — — — — T— — — - - Tr l —rr —r- - - - - -r- - - K ---------- cny� A I I —i I hr� I E i cn 8 5 I — ON �r--- --�j I A I O I 'IAD IZQ� . II, I 11 do � II 1 II O 1 I I 22`R - 80LID BLOCKING I I 1 I I I I I I I �^ UNDER DORMER DCTlRIOIR iJA"n i l 1 I I I I ® ^ _._._._._.—.—. —._.—._.—.—. I I I i �a i ;; i �• j i : i i - Q u I nar � 1°a Q o / �. PORT I A Q 1 T• . . I /• F'03T �DN I VERIFY EfeIBTING RIDGE I1 VALlE7 I j Y ( Z O. / - - - II TIM. ' II II X_---- eee -----J J W > — - --------- IF +11 11 ------------- I Q — > -------.-._._.7 TT--ri--rT III I?VALLEY � W t___cnc JJ —____-__-- J N L�`---------- II •I ; II I IL+' ''�IIh lee I Q no aU LU I I•._ll.—. _ _ � � � �� `fin I LL IJ !1 V I y n Pi r I !V �-11 �O' I {i- V rz IW II I I I IL • II I I I I I I I, I I r 114 _ ______ .J I I ------ -- -f- — _.--- ---.ft.--.--:—'_- - J_i gi I_ VERIFY a SOLID&-=ING11 I I E%IST. I e I II I UNDER DORMERI __ _____J I NOR. a CKTERIOIR WALL ttt8 i1 I 1 1 _._._ _ —._.—.—.� I _� I — 11 . . _lip ._. .—._._._._._. .._._._.—.� 5 L_.—.... _. J._.—.—._._. I .—._.J d253A s�LB��� LI 1 POB 1 1 1 m ti 1 I p ti 1 I \ F 4 F______________ L j O H C •II aD 5 v z r U N W O w t V YL ! t ' I 80•4 3 E " IA CB 208 i• FND a 41 S r r 1 , - r FND (, �}- ( 1` = t R \ PROPOSED `r 1 ' ADDITION - r t e LOT 174 f , 41 029±SF ., !' f a .1 l CB FND °i`:, ' `r j tK ' - i � -��i �':1' / � � � °v✓,'. a:'' n � /' � - lzs� 1 '.e� 1. : 1.£' .. i \ /CID k t . .. , j- f ,...,.., P_ LO T PLA-/V. Off' LAND_ Z_ \� ! ( ._ �► `A��N OF r� s®�v Prepared For. v S 9n \,/ •'5`' ; oc PSTEPHEN� G34 4 E�'L. RI VE'R ROAD a DOYLE. In Os t e-rvzll e, Massa ch use t is G�, URv q� `'g Scale: l., = 30' Date: November 20, 2007 so v . Prepared By.- \ GRAPHIC I. SCALE Stephen J Doyle and Associates O 42 Canterbury Lane, E• Falmouth; MA 02535 ao o �s so eo �20 Telephone: 5081540-2534 7 Re vissc� rz. �aoc F-� IN FEET I inch = 30 ft. LNO. DATE DESCRIPTION BY � - I - ,:� � , • WEST BAY ' RIVEEEL /10 R RD LOCUS �� O 1-21 POOL UTILITY / cb PAD N .� ra NP�N 0 S80.48'53»E FF R 208.3j ant. CB /�°2 SEPv�Ew PEE .: j �,�\` .• ' �% �`, I a FND a •'J V • LOT 1{74 839, 41 ,029fSF CB :FND i ` h T . : •• L.O C' LJS' MAP o-A� o o :ASSESSORS DATA: w Y � : MAP 115 PARCEL°2B ~- LOCUS ADDRESS.• #344`EEL -RIVER ROAD, OSTERVILLE ZONING DISTRICT RF 1 `,c�. .�yaP OVERLAY DISTRICT AP & RPOD �I CB F``' o FND. RC BUILDING, SETBACKS:. _ - ., FRONT - 30 �� SIDE.& REAR - 15' O . 49 • ; \) r" `��oQ C. FEMA .DATA.• ZONE »B,� &; :.C,\. : : ._.. 1992 MAP `��x �, PANE 50001 E2,0016 DCP - 0 OF &J,Ssq• PLOT PLAN O F LAND APPROX. SEPTIC Prepared For. \ ` •. _ r .. OCATION •PER T.O.B. PSTEPHEN s - _ AS—BUILT CARD.. J. En ,•�h - �DOYLE 34 4• EEL RIVER .. ROAD In tK Ostervllle,, Massa ch use t is - ca e. = te. anuary 2 , 010 S 1 1 3 7 2 01- Prepared B'. `• �Q GRAPHIC SCALE Stephen J. Doyle and Associates I 42 Canterbury Lane, E. Falmouth, MA 02536 ``• \` Off/ \ `.y\ so o �s so,- so �zo Telephone: 5081540-2534. 7 t O � R vi s i o z� B_Z o c k IN FEET ) `f ♦ - 30 t. 1 inch — f � N0. DATE DESCRIPTION. BY c • `ZONE: afV C81DH RF-1 (RPOD) ao Fhd R/chard C N/F Area (m1n.) 87,120 SF �rvk ,,, �`, & Pamela Fronts a m/n 20' Width min 1 5' C17311,5 E s/moos seFront ) � / Front 30' .S , Side 15 .', �' ; t-y`''+v •, ° 'r laa ';�C'„r' xa 204g s3NE Rear 15' Q 31 LC9 Fnd ® FLOOD ZONE: Drive 41.8' o 'L Zones X, 0.2% Chance. 0' 29.2' \ '�o & AE EL10 sa �" s S x ( ) —ate g "� %C'iG Based on Map If P. 6 25001C0757J ��'�4 July 16, 2014 p AC l; Ounits ,� ,,•.,•.. ,:;::::::';: � CB/DH Fnd LOCATION MAP: :::.•:. •:•tt ..;:;:; �, Scale. 1" = 2000''" Q Sh ( M ASSESSORS REF.: Map 115, Parcel 028 PoaOlge #344 25 r OVERLAY DISTRICT. AP — Aquifer Protection District Dwelling 2 sty w Pro-Posed pd •„` ,��`O s i 00c, S Pool Cabana 5 Le end: Light Post Q �y pti CO o Water Gate (round) 0 24.5 g �e9 �� NAdcy` © Gas Gate (round) Hydrant Conc Pad with Pool Equipment �6°pub a� HAftOVX + 0 LCB — Land Court Bound ri• o RAC 60 ��F G u L:HEURE CrEl CB/DH — Bound w/Drillhole O o N0 34312 0 g -0 Guy Utility Pole Og OHW— Overhead Wires hh Electric Hand Hole NOTE: 1.) The structure shown was located on the ground by conventional survey methods on or between 271NOV119 and 04/DEC/19. 2.) The property line Information shown hereon was compiled from available record Information. C9/DH Fnd 3.) This plan is not for recording and is not to be used for construction layout or deed description 0 15 30 45 60 FEET purposes. Sheet # Title: Plan s/iowin Pro osed Poo/CabanaCapeSurv' Prepared or: Notes Revisions: Scale: 9 P John J& seBAaoVe. 1"=30' At 344 Eel River Road West Date: Of 23 Bay Rd, Suite G Catherine J Wallace 0s DEC 19 Ostervflle MA 02655 Barnstable (ostervi/re) Mass wg. (508)420-3994 (508)420-3995 fax capesurvOcapecodnet C329_7g1 WAL LAC E RESIDENCE IL C] 1E S 344 EEL RIVER RD 11 ID 1E C] E OSTERVILLE.MA SUDBURY DESIGN GROUP ;ao mmo Pon Rd.s.ae,m„nu olrs 11A4 363U MA I I_.7 R9.5RX9 RI LEGEND: \ EXISTINGCONTOUR CP GRADE ®l� IS-I-PA J C-1- I O N D®C LT 1S/L E �T.-r IS O D CONTOUR ' * 10.0 SPOT * 10.0 MY BOTTOM OF WALL r - + 10.0 TW Tor OF WALL * 10.0 Tf TOP OFPUR + 10.0 BE BOTTOM OF FOOTING 10.0 TF Tor OF FOOTING 10.0 TC TOP OF CONCRETE / .('�•� i\ •` 10.0 CB CATCH BASIN / SGnRro�Lrq fi,c.R'Irn\, - \ \ G D INDEX OF DRAWINGS: BE\'I$IONS: ANTI()tIE DOOR SI'UCf / \ ' ''1 - _ `U •r 1 \ COVER SHEET / ELUE` �. ',��J L1.0 SITE PLAN ' Sr RULE�y —@ 4 sL zo CARANA FDVNDATID AND fTAn11:VG �.\ L'_.I CAr.AN.A FIN'ISI'ILD ELEVATIONS e FLUE L r.Y CAI:ANA INTEI:IOR�KITCFICN LAYOUT , L2 IT 3 CARAAUGHTWG f Ar,� ITAE\ U . E` -1TAE V RUILT-T(T.E N IN'D ILTI A _*AI APER FIF 11— - EXISTING POOL CorING:gas; II EXI T NG Lw CJ l�� ly'Z EXISTING 1 TUAIRLkQ RLUESTONE -- ALL MANS ARE I'ROTERTI'OE SUDRURY DESIGN $TErfEf.0 IN LA\vN GROUP.UNAUTHORIZED USE O R DUr—ATION OoO ( COOQOa O EXISTING OE r1AN5\VI P—AIR I—1.DNINNSENT Xv �lJ IS STRICTLY PRI-HATED. :ISTI' SITTING"ALL LDnr�GnT O IYYY lllil rA SU cN GxOUr h/J/1 f' ZI 6 E5T NE I OQ DATE:01/03/20 IIL O DRAWN BY:II'R CHECKED BY:MC LANDSCAPE ARCHITECT: COVER SUDBURY DESIGN GROUP 740 Boston Post Rd,Sudbury,TMA 01776 978.443.3638 MA I sudbutydesie.Com 1 401.799.5889 RI 1 , o K WAL LAC E ® RESIDENCE _--- p 349 EEL RIVER RD BLUE `♦♦\ � \ OSTERVILLE.MA ' SPRUCE j/ $B BLUE/ ILUE ♦\II BLUE 1' ST SCE \\I /\`♦ \ �' --- ` ` SUDBURY F%ISTING/ EXISTING ` -GATE DESIGN G RO U P $TONE HALL \___ ♦ /� :g00.o�uv NU Rd..... .AU OIT•4 ``` / r ---- �✓ II \ 9JPA13.W5a NA I.vdhvndcfgavm I In I.iH9.5s19 RI 1K01TN -�'FItL♦RVITAF.`J�/ ``\ % `�,y`Ytl, S f • _\\♦ \\ LEGEND: RLu ___ �./{ _ '------ i ♦ \ $fRUxE i ANTIQUE DOOR �� 'BLUE� \ 10 EXISTING CONTOUR PROPOSED CONTOUR 10.0 Sror Grncf RLUf SrruC[ _ + 10.0 BIN' M \H BOTTO OF ALL ' w� -' -- e \ • 9/�I�AI qr` '9� IMP ^�/�'1 \ •o�/�, \p� IO.O N' TOP OF WALL 10.0 Tr TOP OF PIER BLUE `a \ - - ± 10.0 GF ROTTOn1 OF FOOTING ♦jRlp ♦j SP L"cf, O.DTF TO O � C -yl1ryfl�III F'1' -- Ir F FOOTING -_-ram`♦ Ill uuulEE 10.01'C TOP OF CO Nis—, / .�ARRO-ITAE`\ * 10.0 CB CATCH BASIN X i A,:Goran�E` 1XH ITE NE REVISIONS; / /ARBOR\"I TAE BUILT TO EI .L(T RAIN/NC JITI A T'NEj - / PAPER Bi RtC:�1 UE\y / '�- ♦ - � / I'/W'M ITE PINE`♦ i SrR�c` q+j EXISTING POOL `�` ♦♦tL'n®,r,K - k/ 3Q� COPING!78.57 / EXIT NG CEDAR' ` - I,I'ER BIRCH // EXISTING s-/LAWNS-� C� J L7� LAVING LI f. _ L \ / �PCEDAR♦` IIL\ / AK TUMI LC t BLUESTONf RO / ;`�i/ $TErr[ IN LIWN i' _-- �IICED- A - 0 o 0ocQ, 0 _ ��}/y�� 111151I NG Og�OOO-l_Xl� OI CTI SITTING WAIL �l C•NCK(\R EST 1NE - O /"�/ V A o -__ SCro cE III `♦`\ WHITE PINE ♦\I 77 O 1 LAWN.-� / / ♦\� V I - ALL // /--- / 'f.PO�-V IT� `♦ '` 1�\`\ �`II\I\ --- ru ARE rOr ry F SUDB`U'RT GFL,P USECVnPUTHI♦RFUEXISTING GATE Ll DESIGN OF PLANS WITHOUT PJOhvRITTENCO NSENN ISSTTICTLTPROHIRITED. Cl♦Gni 0 1999 LItY nT)Vnvvn CF510N UxOUP / •_-' 'Or.VITA4 'BLUE % '\ STRIICE ♦I \ tIl \ SCALE:g'=I•-0• \ DATE:m/osrzo \ \ DRAWN BY:IPR CHECKED BY:MC ❑ El \ -�♦ 44 root `\ AR•O-TAE♦I \[QVII'AIENT , SITE RESIDENCE \ T'�l FF:100.00 PLAN GARAGE ' Io7 \\ FF. 97.5096 \ \ ;/ �\ 1.0 26'-19,-SLAB UTILITY LEGEND: SYMBOL: TYPE: MATERIAL: ]141.1'"7t 2I'-9" 11.721 '4 WATER TBD WALLACE TBD ELECT RESIDENCE— — — — — — — — — — — — — ELECTRIC 1 1/2"ELECTRICAL CONDUIT = GAS I°GAS LINE — — — — — — I 344 EEL RIVER ROAD SEE DETAIL 3 11.U) I I OSTERV I LLE.IAA II II I III i CO E LIGHTING IN CROWN MOLDING o - - - - - - - - - - - - 12)2AG(ATE SBUPy — — — —— ——— — — — — II II1I 1-19 IIIII ,�� -++J9 4F0H.O11oJ.1w.0M n 3I8L©uM RAG E I Su�uddGM1E.�rv.G.,dAmLlN�6n1.wT•mGB 1 10RO 9.5 tlUB 9 P LEGEND: Ll GAS FIFE INSERT $IN:CABINET W/ WOOD'ANELINGTBD EXISTING CONTOUR DRN CUTOUT FRAMD WALL PROPOSED CONTOUR ELIc—,IC CONTROLLER 10.0 SPOT GRADE 10.0 01\' BOTTOn1 Or WALL G1 CENI'E:LINE R[9r SHINGLE WALL r CO R-SnTETO 10.0 TW TOP OF WALL MATCH HOUSE Rr + 10.0 Tf TOr OF f1El: I I I I - 10.0 IiF BV ROM OF FOOTING - �I I `p'ANCHOR32'OC I'INICIi It LLIr.STOn'E 1'nVtNG - IU.0 TF TOP OF FOOTING 4• (212xG PLATE M OKTA0.SETTING FED - 10.0 TC TOP Of GONGRETE + 10.0 CB CATCH BA51N I'-77" 1.71,. 4 ,1-9L 2 • I I .. I I REVISIONS: — — — — — — —— — — — I _ ❑ ! ❑ ❑ 1 FOUNDATION POST LAYOUT SCALE : 1/4"= ---------- -- - --- '1 CABANA REAR YAYALL L ETA,L \ JJ SCALE : 1/2 1' 01, 2 FOUNDATION UTILITIES SCALE : 1/4 1' 0" 12• WAIEWICF PARKER ROOF SI'IINGLES TO MATCH IIOUSE� • F•PLYIVOOD - GUTTER Sn'tE TBD WATER/ICE BARRIER ('_)2K6 PLATE 7"FREEZE BOARD ROOF SHINGLES TO MATCH HOUSE. 3, B• 1-4 W'/5120 FORESTER 1 14 1 f-1 1'-1j' MOULDING FINISHED BEM1 ALL flnn'S nRF rROr[RT'Of$UDBUI:I'DESIGN PAD INTO COLUM1LN - II41 113' - SOFFIT F fLY1VDDD GROUP.UNAUTHORIZED USE OR DUrLIGATION AS NECESSARY ^• T OF PLANS WITHOUT PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 2,2 b:G IUBBl Ri Deswn uxiu COrf Blcni OlvYY 101lnr- i 2'2• FI0.O0.CEDAR GETTING F WALL GUTTER STYLE TFD WALL IT WRAPPED AZER POST CONIE CROWN MOLDINTING'G SCALE:VARIES 5 ' • S-I I'B $'-71 j"FREEZE BOARD n W/S120 FORESTER DATE:0I/03/20 _ 4\9$TEEI POST MOULDING INFRARED HEATER DRAWN BY:IPR CENT FLI ENTERLINE l$EE$TRUCIV RAU �'SOFFIT AND (TYPE TBD) CHECKED Rl':MC 2•BLUESTONE CAP fL1'WOOD G'VETCH EXISTING TO CABANA BE DETAIL CABANA ' MATCH EAISTING Dun unrr v SCALE U2"= 1'-o"- FOUNDATION s. 3'-2"fIN.AI - CMU BLOCK I'4" I'-0�'' Ih�" 1'4' 1'-4' F-4' & DOOR TBD 1'-4• I'-4' 1'_q• II�' I'tl" I.�. AIOFTnF INFILL TL.I��FIN ISH BLUES ONE -z/0- +FLY tMING BLUESTONF PAVING SIMPSON HDU 2'.g• 2•,B• 2''4a3 2.yT 5-SDS 2.5 W/ X• 2--B• SIMPSON HDU p`THREADED ROD 5-SDS 2.5 W/ l2)Z16 PLATE HILT]HI'150.ADHESIYE ff ISs'THREADED ROD g'THREADED ROD 32'J.C. SEE$TRUCTVRAL ORANING FOR CABANA POST DETAIL CABANA FOOTING 5 $GALE : P T'- E 4 REAR WALL FRAMING PLAN SCALE : T/2"= T' 0" 2.0 WALLACE RESIDENCE 344 EEL IJVER ROAD OSTERVILLE.MA SUDBURY DESIGN GROUP ;aP RLwunEwu wt s,d.,,r,nuoma 9iRA�.Sb18 NA I sedFvrvdag.sem 11n I.:AY.StlAY RI LEGEND: ' i 10 EXISTING CONTOUR PROPOSED CONTOUR i I ® I0.0 SPOT GT.ADE I I II { - + 10.0 B\1' O I BOTTOM F NI IE ALL V ► I I t 10.0 T\'V TOP OF HALL 10.0 TI` TOP OF I`IEI: + 10.0 BF BOTTOM OF FOOTING i i I 1 + 10.0 TF TOT OF FOOTING TOR`OF CONCI ETE 1 n IOO CB CATCH BASIN tF REVISIONS: i f EAST ELEVATION 1 2 NORTH ELEVATION SCALE : 1/2"= 1'- 0" SCALE : 1/2'= 1' 0" ALL PLANS ARE Tf.OTE—OF$UOPURI'DESIGN GROLIr.UNAUTHORIZED USE 0,OUTLIGATION IS TRANSLI'1-11TFOHI\ TTfJOM1\YNTTEN CONSENT IS STRICTRITED. lOnucni OInY 2I RY Rf SvncvAR Oeiwry LRov SCALE:I-=r-0' DATE:01/03/20 DRA\VN Br:IPR CHECKED Bl':MC ❑ - CABANA _ FINISHED ELEVATION WEST ELEVATION 3 4 SOUTH ELEVATION SCALE : UZI= 1'-0" SCALE : 1/211= Y- 0" 2.1 WALLACE RESIDENCE �, • 344 EEL RIVER ROAD OSTERVILLE.MA LIGHTING SCHEDULE: a DESIGN GROUP SUDBURY SYMBOL QTY. TYPE: WATTS: DESCRIPTION: Ii ------------------ ----------n 4 TRD MATCH HOUSE SCONCES POST LIG HT(LINE VOLTAGE) II — --------- I _ 2 AURORALIGHTING-VERTEX' I I I STEP/WALL BUTTRESS LIGHT LEGEND: LSR5-L-BR-27D-B-BLP 3.5 (low vO LTAG E) EXISTING CONTOUR __ __ ___________ 1 I� p��'-E }.r�I� I I � &L' 4 POWER OUTLET 111 PROPOSED CONTOUR 10.0 SPOT GRADE -- * 10.0 MV BOTTOM OF WALL 5 FX LuMINAIRE NIL 3LED-FW , DOWNLIGHT i.LOW VOCi'AG E) TOP OF 4.Z 11 + 10.0 TIP'l TOP OF PIERL 4 TBD INFRARED HEATER + 10.0 BF ItOTTOM OF FOOTING I TO + 10.0 TC TOr Or Concln[TE I � I I I I ; I + I0.0 C6 CATCH BASIN I ; I REVISIONS: I I � - r � ; I NOTES: r< I I.LIGHTING SCHEDULE DOES NOT INCLUDE PROVISIONS FOR LIGHTING ON HOUSE. • • . I 2.SWITCHING/LIGHTING CONTROLS AND LOCATIONS TO BE DETERMINED. I LLL i 3.EXACT LIGHT LOCATIONS TO BE PAYED OUT IN FIELD BY LANDSCAPE ARCHITECT. r _ GAS FIRE PIT INSERT - I II $ ; II r it I i , 1 _a � I II ' I I - I � t iI I ' II I ' ; I I ; II II iI I I ; \\ I ; I Ir -- -- ------------ ----------- -- --I I r � � I II �___________ ___________________________________________________________________________________ __________ I ALL rIANs IRE r[Orf.Rn'Of SueFurtS'DESICN l J - GR'LIP.UNAUTHORIZED USE OR OUr LICATION L----- ----------------------------- ------ ----- ` ALL P AN'S ITHOVI'ERfOR1 SUDEN)DISIGT IS STRICTL'i PROHIBITED. ELECTRIC CONDUIT IN POST FOR FUTURE PO"TKAN'NING ELECTRIC CONDUIT IN POST FOR FUTURE POVERANA'NING . Lor,I+cnT Iv nv.nml,:,Somurzs DeneN CAT] SCALE: 0' _ DATE:01/03/20 DRAWN BY.IPR CHECKED BY:MC O.CABANA LIGHTING CABANA SCALE : 1/2'I= T-o" LIGHTING L 2.3 WALLACE RESIDENCE 344 EEL RIVER ROAD OSTERVILLE.MA LIGHTING SCHEDULE: SUDBURY SYMBOL DESIGN GROUP QTY. TYPE: WATTS: DESCWPTION: NO i40�hu Qt Sum.NAUI i4 ____________________ 9iMAUNde MA II.vlhvndmp..on,I 1n1.;H9.5%89 RI r ---- ----------� 4 TBD MATCH HOUSE SCONCES POST LIGHT(LINE VOLTAGE) ,._____ _________ AURORALIGHTI NG-VERTEX " LEGEND: 2 3.5 W STEP/WALL BUTTRESS LIGHT LSRS-L-BR-27D-B-BLP (LOW VOLTAGE) I0 EXISTING CONTOUR II I � � 4 POWDER OUTLET IU PROPOSED CONTOUR * 10.0 SPOT GRADE 10.0 B\Y BD 5 FX LUMI NA RE I NL TTOn1 OF WALL 3LE D-FW 42 W DOWNLIGHT 10.0 rW TOP OF WALL (LOW VOLTAGE) 10.0TP TOP Of PIER 4 TBD INFRARED HEATER - 10.0 BF BOTTon1 of FOOTING IDD TF TOP OF FOOTING _ I I I I I * 10.0 TC TOP OF CONCRETE I I --------- _1' I + 10.0 CB CATCH BASIN II I I I 11 REVISIONS: II j NOTES: • I I I.LIGHTING SCHEDULE DOES NOT INCLUDE PROVISIONS FOR LIGHTING ON HOUSE. 2.SWITCHING/LIGHTING CONTROLS AND LOCATIONS TO BE DETERMINED. ! I I 3.EXACT LIGHT LOCATIONS TO BE LAY"ED OUT IN FIELD BY LANDSCAPE ARCHITECT. I II I II GAS FIRE PIT INSERT — I I II I I I I II I I � I I II I I I I I I I II II I � � I ------------ __ __ ____________ - I ' - II II I II I ' II------- __ _____ ------------------------____ ---------------- ALLfUNS ARE PROPERTY-$UDRURI'DESIGN ---__— ------------------------------------------ —————J GRt1UP.UNAUTHORIZEDUSFORDUPLICAT— OF PIANS WITHOUT NUOR 1Ym—H CONSENT ELECTRIC CONDUIT IN POST FOR IS STRI CTLYPROHIBITED. FUTURE PDWEF AWNING ELECTfJC CONDUIT IN POST FOR FUTURE POWER AIVNING Lorsr�cnT I.Y lUIY of Stfon�il'�DFSIGN GxDV P SCALE: =1'-0" DATE:01/03/20 DRAWN BY:IPR CHECKED BY:MC 1 CABANA LIGHTING CABANA SCALE : U2°= r O° LIGHTING L 2.3 z i 3Q z 2X10 RAFTERS ® 16" O.C. TYP - O O O c N (1)-1j"X11j" LVL RIDGE W Q M W (") - CREATE BEAM POCKET IN LVL TRUSS 27-8 A (� O �>al MASONRY FOR STEEL BEAM (SEE DETAIL) a v W10X26 BENEATH I 2610 " I Uv Q 0o0 r ------------ - ------------ �W I -------------------------- I " I I BENEATH* �dT• 9 I I I „�, l L I I I I ® O (3)_1j"xgj" LVL -- -- I I I I _ I I I I --- --- INN (2)-2X70 BENEATH 8'-0" I I I 21'-10#" 22'-q- ZLU I I I LVL ga I i I W1OX26 9r I I BENEATH" y1 l� 6'-11 6'-11 I 2'-O" ROOF TRUSS DETAIL j L �- ------------------ ------ LVL TRUSS 1 26'-,0�" W10X26 BENEATH (SEE DETAIL) O '--1 NOTE: STEEL BEAMS TO BE PROVIDED WITH ROOF FRAMING PLAN ' O Q HOLES IN WEBS AND FLANGES FOR J"0 BOLTS FOUNDATION PLAN STAGGERED AT 24" O.C. FOR WEB PACKING AND 2X FLANGE NAILERS O (1)-1i"X11j" LVL RIDGE Q N w Q LVL TRUSS LVL TRUSS (SEE DETAIL) (SEE DETAIL) 2X8 CEILING OPENING FOR #4 L-BAR ® 18" O.C. JOISTS EYEBROW WINDOW (18"X18") 2X10 RAFTER HSS4X4Xj (TYP) (TYPICAL) SIMPSON H2.5 J"O HILTI 10"X,0"X BASE I r(TYPICAL) KWIK(TYPICAL) TMP CA) PLATE (TYP) Wi0X26 - F3" W10X26 W10X26 J W W10X26 (2)-#4 6X6-W2.1 XW2.1 HSS4X4X HSS4X4X HSS4X4X HSS4X4X HSS4X4XJ HSS4X4Xj WELDED WIRE FABRIC 6"SLAB ON GRADE 6X6 W2.1 XW2.1 WWF � � O u nW o FOUNDATION DETAIL TYPICAL SECTION ELEVATION U Q ;r K .42 20 W Nt , w U U ti O W a c