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0121 CRYSTAL LAKE ROAD - Health
1.21 Crystal sake Road Osterville A= 139 —005 = 001 �' r y -r r, Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ,M 121 Crystal Lake Rd. ' Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms on the computer, use 1. Inspector: C/ only the tab key to.move your Robert Paolini cursor-do not Name of Inspector use the return key. Capewide Enterprises,LLC. Company Name t� P.O.Box 763 Company Address Centerville Ma. 02632 City/Town State Zip Code (508)477-8877 S14454 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 6/8/2011 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Ltlms1/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The septic system is in proper working order at the present time. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts L r Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ,M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N FIND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation.by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Y 6 D) System Failure Criteria Applicable to All Systems: t You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/z day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year 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. E] ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd: For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section.D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ;M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. Cityfrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ElWere as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ` ® ❑ Were all system components, excluding the SAS, located on site? r . i" r ® ❑ 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? ® ElWas the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue ¢ approximation of distance is unacceptable) [310 CMR 15.302(5)] 3 D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms•(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. CitylTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2009:13,000 g ( Y g (gp ))' 2010:9,000 Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 6/8/2011 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) .` Last date of occupancy/use: Date Other(describe below): f I� General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1985 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1411 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10'+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of Ieakage,System vented through the house vents. Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallon Sludge depth: 5" t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ;M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 27" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 5" Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump tank every two years.lnlet and outlet tees are in place.No evidence of Ieakage.Tank appears structurally sound. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments �M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osteryille Ma. 02655 6/8/2011 every page. CityfFown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): s z *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 t' r s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Cisterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No 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.): Box is Ievel.Box has one outlet Iateral.No evidence of solids carryover.No evidence of leakage. 1 Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: a ❑ innovative/alternative system i Type/name of technology: a Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): } Sandy dry soil.No signs of hydraulic failure.Pit had 6" of water on bottom at time of inspection.Stain line observed 42" below invert. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration f Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 r Mp Page 1 of 2 Town of Barnstable Geographic Information System Parcel Viewer Custom Map 11, Abutters Map Size Zoom Out In Wx / Y �, . 1 / / f � h u, a ,:. A. 270 Feet 1 ..... ........ ...... .......... ..._........... Set Scale 1" = 20 I Aerial Photos I MAP DISCLAIMER (:nrnfrinhf onnr-,)nnA T--of R-fohln nne All rinhfe rnennn http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=l 39005001&... 4/15/2009 Commonwealth of Massachusetts W Title 5 Official. Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments �^M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is ervill Ma. 02655 1 required for Ost a 6/8/20 1 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: Bottom of LP 14.3' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health - explain: As-Built ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: You must describe how you estab.lished the high ground water elevation: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 plate#2 annual ranges of groundwater elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 TOWN OF BARNSTABLE LOCATION 11—` CJJqSkvAi StWAGE"# 0A06 VILLAGE C)Stie V ���y ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. T)c-1, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size)' NO.OF BEDROOMS OWNER PERMIT DATE: 65r. rta t3 ' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table Ito the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ? Feet FURNISHED BY 01 � . rV.J� f(q/[ 11 No, Fee IC, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACH ETTS ftpliLation for Disposal *pstrm Construction 3pErm Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) El Complete System Individual Components Location Address or Lot No. �.Z I ��� t G�(lC Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 135 - b 0 f- 001 , >o i( Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. en ^ �n I)rpe of Bu ing: Dwelling No.of Bedrooms Lot Size 37,y3l sq.ft. Garbage Grinder( ) Other Type of Building ;Ae i> t No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) gpd Design flow provided gpd gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank t000 16 Type of S.A.S. !DOD (A aQ },T Description of Soil Nature of Repairs or Alterations(Answer when applicable) in 4tedt �-- ts tc h �f eCr-yt oy�-s Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenande of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of e Signed Date c' (e, 3 Application Approved by ' Date J Application Disapproved by Date for the following reasons Permit No. pLpDate Issued 7 r r / VV 6/• No. Fee F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ` 9pplitation for 33ispoe—p 0,pstrin Construction Perm' Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. .1 Z 1 C*�Sit 1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 13 - bo 5-- ppl Installer's Name,Address,and Tel.No ly 2'V Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building R ,,;1,,r, No.of Persons Showers( ) Cafeteria( ) L Other Fixtures Af D'esi n Flow min.re uired ` ` '� - -- g ( , q ) ..> it; �....w � .y. �. ,_.:_°�gPd'.���,`Desigyi flow-provided;��=�: ,-_,,,..<. ,, Plan Date Number of sheet"s Revision Date r` Title a Size of Septic Tank /000 6� Type of S.A.S. /DO o e 4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) neQ kbAr;u Daie last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of ea Signed Date �e — 3 Application Approved by Date S Application Disapproved by' . .._ _ ;.• Date r r for the following reasons Permit No. O Date Issued rj j --------- -- -------------------------------------------------------- --------- - - ------------- ------------------- TH E COMMONWEALTH OF MASSACHUSETTS CO 0 L BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE-R�T'IFY,that the On-site Sewage Disposal system Constructed ) Repaired( ) Upgr ded( ) Abandoned( )by 1 n� !lJ lA ilT>1 i Constructed ��� y /l_/ll :-; ��� at i�} `� "1 has been const^r�ucted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. O`U I3! &4ated 5 G /y Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall of b`e eonstrued as a guarantee that the system will,fuction as designed. f / Date /Dr Inspector C / .� ./� i n �71 1 �jtil�� 4 - - - --------------- ------------------------- -�-------------------------------------------------------------- - /r J r t No. g_0 t b�--- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal bpstem ConstrUrtion permit Permission is hereby granted to Construct( ) Repair r 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:Construction must be completed within three years of the date of this permit. Date ' / Approved by �J L Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osteryllle _ Ma. 02655 4/09/2009 every page. City/Town ) Stan Zip Code Date of Inspection EY. Inspection results must be submitted on this form. Insp#ction forms may not be altered in any way. Please see completeness checklist at the end of the466 5 Important:When filling out A. General Information forms the computer, r, use 1. Inspector: only the tab key to move your Robert Paolini cursor-do not Name of Inspector use the return key. Capewide Enterprises,LLC. Company Name r� P.O.Box 763 Company Address Centerville Ma. 02632 00 City/Town State Zip Code (508)428-4028 S14454 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 4/09/2009 Inspector's ig atu Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions,of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 'ql� Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The septic system is in proper working order at the present time. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M , 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. City[Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owners Name information is required for Osterville Ma. 02655 4/09/2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 121 Crystal Lake Rd. Property Address Stetson Hall. Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve.a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: The septic system consists of a 1000 gallon septic tank,distribution box and leaching pit. Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2007:18,000 9 ( Y 9 (gp )) 2008:25,000 Detail: 2007:49g pd. 2008:68g pd. Sump pump? ❑ Yes ® No Last date of occupancy: 4/09/2009 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator.under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1985 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 14"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10'+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of Ieakage.System vented through the house vents. Septic Tank (locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallon Sludge depth: 4" l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Ostetville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 7" Distance from bottom of scum to bottom of outlet tee or baffle 13" How were dimensions determined? Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump septic tank every two years.Inlet and outlet tees are in place.No evidence of Ieakage.Tank appears to be structurally sound. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain)' Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owners Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No 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.): Box is Ievel.Box has one outlet Iateral.No evidence of solids carryover.No evidence of leakage into or out of box. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: EJ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure.Sandy dry soil.No signs of hydraulic failure.Pit had 1' of water on bottom at time of inspection.Stain line is 42" below invert pipe. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM , 121 Crystal Lake Rd'. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): L,5,ns9/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Map Page 1 of 2 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size Zoom Out ,In r ft r yn is k% i f � %:. �... .n y ZI oO t fi. �rtY 1 4- .17 3 \•� " is 2C1 .Fe , ................._......................................... ..... Set Scale 1" = 20 I Aerial Photos I MAP DISCLAIMER f`nnvrinhf gMF_,)lV1A Tn in of Ramcfahla KAA All rinhfa racanu httrr.//www.tnwn.harnctahle.ma..nc/arcimc/annuenann/man-a,;nx?nrnnertvTT)=119005001 k..... 4/1 OOn9 f: Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: Botton of leaching 14.3' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: As-Built Card ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS Observation Well Data. USED:Technical Bulletin 92-000-01 plate#2 annual ranges of groundwater elevations Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-09/08 Title 5 Official Inspection,Form:Subsurface Sewage Disposal System•Page 16 of 17 1 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 4/09/2009 every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ❑ System Information—Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 121 Crystal Lake Rd. Property Address Stetson Hall Owner Owner's Name information is required for Osterville Ma. 02655 6/8/2011 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ' ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Page 1 of 2 F rv4_^ Town of Barnstable Geographic Information System Parcel ViewerIF Custom Map Abutters Map Size Zoom Out ®In rl ff t x I ...-: ...;.. '..i .ram _. r r r y' "J I i ` a XA .........__._..........-............_............. __..__.....__.......... Set Scale 1" = 20 I Aerial Photos I MAP DISCLAIMER (\.nmmnhf 9Mr._91V1A T-.-of MA All rinhfe roecnn http://www.town.bamstable.ma.us/arcirns/appgeoapp/map.aspx?propertyID=139005001&... 4/15/2009 I L0C 'AT ION SEWAGE R 14 iy NO, OS / L L f` VILLAGE I N S T A L LE..'a NAME A D D A I S S i i DA TIE COMPLIANCE' ISSUED_ � ^_ 4 1 { - /OCICCAc �ti�• I I I n, - 1 I I j C -k/5%A C L0CwT )ON S I W A G Et ER ;M97 NO. V1LlAGE 065 I N S T A LLEgli NAME A ADDRISS DACE PERAIT ISSUED V A p E b 0 Ni S L i A M C K ISSUED E> 6 'c6 kICA-6E r C oCA157—A C L i9 k r- (Z i7 05-co No ...7`a.L Fps ... THE COMMONWEALTH OF MASS/pACHUSETTS ®®AR® F HEALTH /.fCt!YA!.... ------..OF.........:... y ? L� --------------------------------------------- Applirativit for Uiipnstal Works Tonstrnrtion Famit Application is hereby made for a Permit to Construct ( ) or Repair ()() an Individual Sewage Disposal v System at: p?L._.._r .t�X�i {. ?.eG .. .a....................... .a � i.�>F� ........ �" .��........jF...... .............•----•--._......---•-•...... Locat n:Address or Lot No. .................... Z l ^ ...................... ...............................�r-.�-...------^---•--•----.....--•^-•------...........--- Gwner Addr a ................................ �'-✓ {............................ .........�-1-��1•----- f r. 1�'C. .z ..-•---- Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a YP g ---------------------------- P ( ) — Cafeteria ( ) Otherfixtures ---------------------------------------------------------------------------------------.._._..._.........------••--•----- ----------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ----------------------------------------------------•-----------.---------------------------------------------------- .------------- --... •-------------- ODescription of.Soil..................................................................•-----------•-----------------------•-------------•--•---------------------------....--•------------- U W x ---••---------- U Nature of Repairs or Alterations—Answer when applicable._�R1._`l__.f__a�a.r�t-_____�,V_,C... . �, �., ........ �`�__._.S�/ . . ..c. S '® t------.sef =�.-----._1 .�:rcvS ._...�d�ve� Agr ement`�r r`n vAe�lj.� `ter n, r' �ar�✓C — FsSdae.c �,� - rrr.� •�.iv- zCr; The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI'i U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been '�y the and f ealth. Signa0 --------- -• . . �+ / ........... ApplicationApproved By............................ -----•... ----.........---- .................................... ------C a--...... Date t Application Disapproved for the following reasons:-------•-------------------•--------••-------------------------------------------•----------------.....---•-•... ---------------------•--------------•-••----•-----....------------------•--•-----•--•-----------.....--------•••-••-•--•-------------------•--------------•--------•-------------•---.................. Date PermitNo...................................................-•.... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - Q.�.. .............OF...... � r�. 'tC.. ". ApplirFation for Disposal Works (foustrttrtinn lirrutit Application is hereby made for a Permit to Construct ( ) or Repair (�() an Individual Sewage Disposal System at: -1,. . .. : ............••-•-._ � ..... .._.. �11-r....--------- --•-•--......-----------•••-•--------•----•-•- Loca o •Address �. or Lot No. � _ =^ ••- ....l �t f......... ..........--.............-=`•`:�"�'.'�`"........-•--•------•--•--^^•-----.............------. ''�'�) Owner ✓� Address �^� ►W.a - .....lal.C` e!SdP (e' ,f Fe si!et+.... ..-lo r't�-fln4-e----------- Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons-•---------- __•--..--.---- Showers ( ) — Cafeteria ( ) Pa Other fixtures ------------------------------------ -=................ . -------------•--•---------•- --••-•--......---•-----------._._...................-•-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W Septic Tank—Liquid'capacity.....---..--gallons Length................ Width................ Diameter--.-...._------. Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total_leaching area....................sq. ft. Seepage Pit No--------------------- Diameter:............--..... Depth below inlet-................... Total leaching area..................sq. ft. Z Other Distribution box ( ) tDosing tank ( ) Percolation Test Results Performed by........................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..............---....--. fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.---.................... P4 ••-••-•-•------•-----...---•-•--------•-•-=------------------------------------•-•-•-•-•--------••.......................................................... ODescription of Soil.................................................................................. x v ---•------------------------------------------------ ........4_��'iLa��--- ------------------------------------.......--------------------- ......................................... ---- ----- UNature of Repairs or Alterations—Answer when. applicable ---/0'0IlP--frs_t ..-7wwt. Ao- / f ..... ,�/^A�'`�f *i.......... f4W -----���-------9 A -rrTeiit T/r► f/A�f�n?' l G7 /--FA ' tAaC � - c.C`Ssodoc �„�,/�,S �,;� y..,Q ,L• 't0 tl The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE, 5 of the State Sanitary Code—The undersigned'further agrees not to place the system in operation until a Certificate of Compliance has been e by the boar o health. �f / ySig d ��"`�"fD ate Application Approved By.............................. .....-..... .................. ........ Date Application Disapproved for the following reasons----------------•-----------••------.............................................................-----__---------- Date PermitNo..........................................-------------- Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH ..........................................OF..................................................................................... Trr#ifirFatr of ToutpliFanrr THIS TO CERTIFY, That the'Individual Sewage Disposal System constructed ( ) or Repaired ( ) by------------- ----- Y1 .---------• -- ._ .------------------......---------------.........-•--•------•-••-------••-- Installer R + �' has been installed�i- accordanc 1.e with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No h�- ..-•r' "-, ........... dated dated----.6--> 3.1. ......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUKCTI9N SATISFACTORY. DATE..... 6. .�o...-U a .._..�,� -.......--•--...._. .............•---------------•--•- Inspector._...---=---�. ......-••--.._.. r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .�. OF......................•........................... ..._........................... No�......... _ ? Disposal Works T-Fnnsir uan Uvrrutit Permissionis hereby granted---------E.....'---`..'......--•-•-----•---------------------•------•-•---••--•----------••------------•---..................-------•----. to Constrru ) or�Repair ( an Individual Sewage Disposal System �_� e •.......................... Street .•, as shown on the a PP lication for Dis P osal Works Construction PermiLlli _._.___ Dated r- 4 �, 1 . . ................. Board of Health } DATE........ " ........ .FORM 1:255 A. M. SULKIN, INC., BOSTON ADDITION TO CAPE COD HOUSE z =� ATTIC _ FOR z DN MR. JAM ES D I C KE I I < w� CA J✓\ Q cn H pM C" ~ Ed 1�s 121 CRYSTAL LAKE ROAD OSTERVILLE, MA. 02655 ATTIC Lli ATTIC / _ ILL. < a o ;/ s3 SECOND FLOOR DEMOLITION PLAN Xo $QALE:,(B• El DEMOLITION NOTES Zoo yvn SHEET INDEX ' A 1, REMOVE EXISTING GYPSUM BOARD ON WALLS CEILING FOR INSTALLATION OF NEW INSULATIONANp c�N to v GYPSUM BOARD. 1� 2. REMOVEBUILT-INSHELVESIORAWERSINKNEEWALL.(TVPI Lf) 3. REMOVE EXISTING WOOD FLOOR AND SALVAGE. - Lf) <, REMOVE EXISTING DOOR AND CLOSET WALLAS REQUIRED FOR NEW WORK INBATHROOM2. CS COVER SHEET EIDEMOLITION o 5. REMOVE EXISTING ROOFING FRAMING AS REQUIRED FOR NEW SKYLIGHT, V NEW WOODDE� I 12 6. REMOVE EXISTING BASEBOARD HEATING ELEMENTS AND PATCH 1. RINKINDANOFINISH,TYPICAL SP1 SITE PLAN Lu g _\ \ THROUGHOVTHOUSE. = z T. CUTOPENING IN EXISTING WALL FOR NEW DOOR.PATCH SURROUNDING SURFACES TO MATCH IN KIND AND O lL FIN Ism. C1.0 EXISTING CONDITIONS PLAN �`Ly 11I DECK �h B. EXISTING WALL TO BE REMOVED FOR NEW SHOWER. >`� C _ 9. REMgVEEXiSTINGPLUMBINGF-ES. Al FIRSTFLOOR PLAN O 3/ �• N J -I ,9. REMOVE EXISTING BUILT-IN WINE REFRIG,MICROWAVE AND OVEN AND SALVAGE. - �.! 0 ,,. REMOVE EXISTING-HEADIBTEPSTOBASEMENTANDCONCRETESTEPSUNDERDECK. A2 FLOOR PLANS AND SCHEDULES w REMOVE EXI EXTERIOR SHOWER ENCLOSURE AND EXTERIOR PLUMBING CAP WATERLINE IN A3 REMOVE EXISTING DECK. CL C y EXTERIOR ELEVATIONS AND Q O W LL CRAWLSPACC)NG 0 PL BUILDING SECTIONS U ,Y © O '1 tJ. REMOVE EXISTING WINDOW. © � A4 WALL SECTIONS AND DETAILS f- Q a0 15. REMOVE EXISTING EXTERIOR SIDING AND SHEATHING AS REQUIRED FOR NEW CONSTRUCTION. Z •\� "', -"-"-' + 18. REMOVE EXISTING DOOR AND SALVAGE. - AS MASTER BATH DETAILS � L1% Lu r T r :�i4''--��•�I�q•-�3 Uo I L i5 IT: REMOVE EXISTING BOLLER, Y L°J I1", ` ,B. REMOVE EXISTING CONCRETE FLOOR SLAB,PROVIDE COMPACTED FILL,AS REQUIRED,AND LEVEL FOR AS INTERIOR DETAILS g • NEW 4'CONCRETE SLAB OVER VAPOR BARRIER. Q �7 ~ In REMOVE FLOORlFRAMINGAS REQUIRED FOR NEW CHgBE, 2B. REMOVE EXISTING WINDOW AND SALVAGE. Y 11 Q�1° Ml MECHANICAL FLOOR PLANS U V� �r ,❑ - 2,. REMOVEMSTINGDOOR. \ 22. REMOVE EXISTING PERIMETER INSULATION ON CRAWLSPACE WALLS. E1 FIRST FLOOR PLAN ELECTRIC L" E2 2ND FLOOR PLAN AND BASEMENT ELECTRIC z FIRST FLOOR DEMOLITION PLAN LOCATION MAP LEGEND NOTE SYMBOL-APPLIES ONLY TO SHEET ON WHICH WZ .4,, ,,,.r.^' 4 °° NOTE IS SHOWN. 22 14 14 ..dam °fi 213 _ y '... f,_•,, 1 f t" O EXISTING WALL TO REMAIN EXISTING Y NEW INSULATED W(NOM.)MOD STUD FRAMING Q 16-O.C. yTs ,m,O Pl Items tlepttetl T' �''^ � F in.wnetnerh mlhO Or{eOpN:ODy.rn CRAWL ig ,p ... ;T+'^!...: 0 NEW 4"OR 6-(NOM.)WOOD STUD FRAMING @ 16"OC WI SIBS fiumente of CYolessbnol service.mh/ SPACE L rsT 12 ,f —gg ✓'" ;.'1/ ( GYPSUM DRYWALL ON BOTH SIDES. IEa pllaletlwcDmgeC.haryvmy, ® S OFFICE ROOM NAME SEE FINISH SCHEDULE 'ImPul llw yM Ytgwktlge MCmGten pment Oltln AlcN N Arryclwlge WIIhOU1Rp AIGI,IIecIY w,IttBn WALLSECTION NUMBER ylsliu T�,e I Tnet aArtichltece Iwil rKst yy p ,: A8.1 ARCHITECTURAL SHEET NUMBER �peN�tlrlNeteb n'� EXCAVATE AGAINST EXISTING FOUNDATION TO DEPTH OF EXISTING FOOTING AND B pETpIL NUMBER REVISION6 CONTACT ENGINEER FOR INSPECTION PRIOR f I PERMIT SET TO CONTINUING TO NEW FOOTNG DEPTH. 22 s f AB.i ARCHITECTURAL SHEET NUMBER A F, WINDOW FRAME ELEVATION DESIGNATION,REFER l TO DETAIL WA2 FOR ELEVATIONS tl INTERIOR ELEVATION NUMBER 5 ARCHITECTURAL SHEET NUMBER 4 COMM.NU" PER DALE --_ t EXISTING WALL 10 DEMOLISHED 1201-- NOV.30.2012 ,p' � DRAWN BY CHECKED BY f a N Z FOG DJF COVER SHEET& i DEMOLITION BASEMENT DEMOLITION PLAN CS BAXTER NYE1 ' ENGINEERING & > t SURVEYING • _ -_- _ \ BRB 11 I£ n t / ,�n+18'1n.'�Y `W p11! r n/� r ., Registered Professional Engineers :3 i ,+.r ;l and Land Surveyors \ IP QA I �25a� ✓/�4•t .JsJ" pY y,� �. `�b ':/ I C'' + \-•` �' 1: 78 North Street- 3rd Floor Ei - 14'out x 4\'W 1 ' S, s ,�, 4i Hyannis, Massachusetts 02601 _ 29.a 57 1\ £III °- L r t �tYY \� S' fd 1 Ya q.� ns/o2z ,�7� m y3.eD', \I I. .•t+if \/ 9i�. l✓d r _ �. } .. 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MUM OMDMNIDM 6 WROW,I E OEIR 6 AD1tSLD X17.9 M •DWM SFPM S7SMM DMD9MTICAI MANED iiDN So=SYSIEY 09PECMN RUM SHEET NO 139/06`a-002 W.85-331 BY WS DEYFIWLEM ONR.(MEND}MILD SANS W ERE AT WK 52.45 / 10111 SIDES SEANCE BIODL W M DIS R ROLI C-0-651 147ER DEIMRIMWT SIU121 C 1 0 KLAUS R05 ULMIAN iR. - .iL/ o-1.120-t VIA FAX 01R0 12POVIL •INS SERF BOW W RAN PER W-SWE IPA=A 7 E OF ROD 2WY 9! DATE: 12/12/12 / OFROF 10 0 10 20 •EIECIRIC LIKE SHOW ON THIS PLAN VMS FIELD LOOMED IM00C IIKC OVEI*M SEANCE $ FROM UsIff POLE 298 P ON NOVE M 26,2D12 SCALE IN FEET ISCALE: I DRAN'NDESIGNOBY: VIM CHECKED BY:MM'E � _ JOB NO: 2012-0SS CADD FILE: 1p1 E UN) —n LLI W z g Q LU 0 p 115/022 x O V N/F WIANNO CLUB ry O ,.f—53.69 ` 3 Z " \ 1 w 578.2g 45°W—_�— I I N 1 LLJ 1 w 1 g.Q Tn moo 1 \ P P ll i / / .. CI oe- ROA� 10 04 o �s GARAGE 54 x I _ L1J jOVE),(REM U) ~° s 1 / x=.-.° - .....,� l /iio i/ 1 y LU �' A SENCNMAftKAT £ /\ fi- C (n ILL I— o zs.s w 1 1 z Q�� _ w ` - m MAP 139 PARCEL 005-001 :.w - ♦ ns vm 2a. s za ,\\ PARCELAREA p 1 p Q y Io• + 32,431 SQ.FT..± N 29A i \ 0.74ACRES± 1 i' ; U �x 1 £ 43'-6 M- o � 4. NEW D SHE (CRU6HE08N ELLS) 1 � g NO TH 1 1 y / � SCALE STONE 1"=10'-0" - 27.5 LEGEND c 2S.0 TW. / #121 /;I :es '_ + PROPOSED-SPOT ELEVATION MK 23 2 _ IVSQCClGRATEI T.a i EXISTING 1 N 1 _�-L� \� TOP 23.a T.W ED / /° ( 1 REMOVE-I.TINGTREE _ �Nv 1B.o 1 112 STORY 1 o �f. WOOD FRAME o \ STRUCTURE F.F.E.=30.4 U 1 `RAn _\ \ � Togo ; ,.'/% ✓ 1 1 A N -27 1 _ m,menh or pr°ressbnd aervka.mov DUTDOORJ , l�/ \\ �i� _ Amoul .tnw�ge a=M wn n EWER '� \\ - ' �� IOwlll—I m°Arc),Owfs write AVS / 1 m°R+�Iws vob on such c»cumena \ �Human°rNa and me AmNlecl n01 eaPers«,°uv imclo for arw dams.. a / \\O 20 1tX .I / sn a ess caubed mereov. - REVISIONS Q lv W R �TICTANK _ PERMIT SET s1 15•SETEtACK "� 19 »\ _,�.�.►"__�'—"--.".�"� "--"�� / 1 a N — 4— / N �-- 214.32'TD COL4M.NUMBER DATE c — N 83°23'20°E / 12Ol.Dz.1 N0V30,2m2 x R.o DRAWN BY CHECKED BY y __ 139/005-002 _ N/F / 1 d —_... ' KLAUS ULLMAN TR.._ SITE PLAN mvR+o / SP 1 Z FOR ADDITIONAL SITE INFORMATION,SEE SHEET C1.0 O KEYNOTES NOTES REFER TO THIS SHEET ONLY E 1, NEW CASINETAND COUNTERTOP. P uu - 2. NEW WOOD FRAMING OR REPAIR WALLAND CASE OPENING WITH WOOD TRIM TO C MATCH FRAME AT DOORS, z V^ 3. NEW WOOD STUD INFILLAS REQUIRED AT NEW OPENING. '^ ^� 4. METAL FURRINGCHANNEL®TV'O.C.VERTICAL WI 1Ii'GYPSUM BOARD.SEE v, - - PROJECT MANUAL FOR GYPSUM BOARD TYPE. w W S. WOOD WAINSCOT CONTINUOUS IN MASTER BEDROOM,SEE BUILDING SECTION W L u A3 AND WALL SECTION-1. x 6. FURR OUT EXISTING WALLAS REQUIRED FOR WASHER UTILITY BOX AND DRYER U IM LL - VENT O T. NE W COUNTERTOP. '^ 7 8. REPAIR EXISTING KITCHEN CABINETS AND HARDWARE.AS NECESSARY.SEE v, LU ALLOWANCE IN PROJECT MANUAL. -0• 9. PROVIDENEWVENTHOOK-UPFROME%ISTINGDOWNDRAFT FAN TO OUTSIDE WALL (� THROUGHBASEMENT CUTANDR.FPAIRCABINETAS REQUIRED. � 6' I B" 6' 10.PATCH AND REPAIR WALLAS REQUIRED FROM DEMOLITION TO MATCH EXISTING IN 1 2'HC 7- 3/9' 61- 7-1 2'•2 3/8' •-10. 10 LIPPO FINISH. R.O. 6 'll R.O. /'ll /--- R-O. - ` 1 11. NO UPPER WAINSCOT TRIM ON FREESTANDING WALL. V � - 012 O .\ AS 12.OPEN PORTION OF WALLABOVE.REFER TO BUILDING SECTION. < T a@ 13.WOOD SHIPLAP WALL FINISH IN MASTER BATH.REFER TO INTERIOR ELEVATIONS. J_ p _ w IN L£L£„ e I ) Ip 14.WOOD SHtFtAP CEILING FINISH MASTER BEDROOM:REFER TO BUILDING y�` N _ D Y SECTION. L� �r 612 5 I i I I 15.NEW GYPSUM CEILING FINISH. LL ESaNO 1 16.NEW SOFFIT. S cal O O �/ X 8 I ! ]..PAI'CMCEI4 RK CEILING REQUIRED FORNEWP PLUMBING WO IN BATHROOM 2. Zm� m �2 O 5 II 18..SIMPSON HDU4 HOLDOOWN W/SSTB20ANCHOR BOLT. LLEJ NOZ i8R TYP WAL MASTER 12 '4 BED OR I 4'-' Ida ' I IQ 19.FUUYSHEATH INTERIOR LWI SW COX PLYWOOD,UNDERGYPSUMBOARD y 14 I FINISH WITHNAILING NOTED. MASTER " Lc) $ '7 FFE 30'-5' I Q BATH 4'-' L - L0 • I ^� 7'.8' ONEWWOODDECK I g" 6' 6- 00 oIp w� Lu Gc 6E.B.6.'6. O Lij ' 4 3,_B•_______ __ __________ 6 O 12 N O 6 Lu Q o - -s' Q O LLI 412 -1 ale' 'yo 12 6" 6" , O R.O. CLOSET 12 m O O3 4 z Lr . a 12 C. O 7 Y O_ - tD I I ", 2 O O O� HAW I D.w )a; �. �' STAIR. Q (CLEAR EX'G-,I: 3111 31 W < VJ 2-83/e' 2'E 316' 763IB' 27 a 1- T 9flff jx 9 12 STRUCTURAL LEGEND c -i-- EXISTING KITCHEN O R:"" R.O. RO a0 2 - U 1TA• 6° 4'4i' 6' 15' - EXGOFFICE/ - _ _ _____ _____ 1 O EDGE NAILING SPACING FO{i SHEATHING,USE 6.O.C.WHERE NOT NOTED N BEDROOM2 6 9 EX'G.DINING ROOM • 6'-)1/7 6' 1-2 612 FIELD NAILING SPACING FOR SHEATHING,USE 170.C.WHERE NOT NOTED - I XKXJ ti#OF KING STUDSANDA OF JACK STUDS,USE 2K1J WHERE NOT NOTED. RS, GENERAL NOTES 3 3 L• 1. ALL WOW SUBJECT TLLCONFCRMTOAPPLIHORITI STATE AND LOCAL S.ICTt N. CODES S IS SUBJECT TO INSPECTION BY AUTHORITIES HAVING JUR501CTION. L UP -J. _.e ",.. L�.UNDRY O z CONTINUOUS TREATED WOOD BLOCKING SHALL BE INSTALLED IN ALL STUD iV WALLS FOR CASEWORK,TOILET ACCESSORIES AND MY OTHER REQUIRED WALL BATH I EXG i CLEAfi EXIST.TRIM g I __ _ _____ __ I 4 MWNi1NG. 1s ROOM-1 HALL a PROVIDE EXPANSION 8 CONTROL JOINTS FOR AL MATERIALS IN ACCORDANCE 6 I I GARAGE WITH MANUFACTURER'SRECOMENDATIONS,AND ACCEPTED ENGINEERING EX'G. ............. X'G. _'-'-'-'-'- 72 _ F •A• A t I / FFE 29'-10' STANDARDS. $ T-103IB' •--.Tf-'�' //®®�� 4. DIMENSIONS ARE NOMJNAJ_ADJUST FOR ACTUAL MATERIAL. r+o ;CL ORM R.O. 5UC I I r _gip 5. INTERIOR FINISHES SHALL BE IN ACCORDANCE WRH CODE AUTHORITY PER Qn CL 6 I I \�\A.-1//// FEDERAL,STATE 8 LOCAL JURISDICTION. 2 15 12 I I 6. WHERE DIFFERENT FLOOR MATERIALS MEET,THEY SHALL MEET UNDER CENTER it I I , O a OF DOOR,UNLESS OTHERWISE NOTED. - R.O. •--•- EX'G LIVING ROOM 1 T. REFER TOMLOOR.CAL ANDOR ELECTRICAL DRAWINGS FOR WORK REQUIRING _ 6'-3• REPAIR TO FLOOR:WALL OR CEILING. EX'G F4JISH DIM. Li FFE 30'-T I. - 12 '4 EX'G BEDROOM 1 ' IT FLOOR PLAN LEGEND 18 O Ljl /16' NOTE SYMBOL-APPLIES ONLY TO SHEET ON WH ICH ih�0,Ue9Bnl antl ali llO�tlapkietl m O NOTE IS SHOWN, h.d wholher In-,, 9.PN.0N IrshumBnis OI p10lesnpnpl SrvviCe.mM 6' 9 6' O EXISTING WALL TO REMAIN r 1hou�the(Y�ih.waknolvng9d'h OM�' ge.and wdi DYER 'G FOYER 12 _lf3tis� NEW INSULATED 6'(NOM.)WOOD STUD FRAMING 18'O.C. rrg0 mh-N ACNleat3 itlen L OpWowl mli oll5u"h u-,I NEW 4'OR6'(NOMJ WOOD STUD FRAMING 616"O.0 W/5/8- Ond ln0i ntl WIhe Ache-Iwo not GYPSUM DRYWALL ON BOTH SIDES. be per»nalN Ibba br oM Jomoge. halm a I=ca WthWotry. _ OFFICE -ROOM NAME,SEE FINISH SCHEDULE REVI90N5 k ,N PERMIT SET • 17 4'-V _ .p• _ ., _ - "�'^+� WALL SECTION NUMBER vt T d 3.j A8.1 ARCIIITCCTURALSHECTNUMOCR 244" i-4 1 DETAIL NUMBER A8.1 ARCHITECTURAL SHEET NUMBER COMM.NUMBER OAR: # f 30 2012.'tt i I WINDOW FRAME ELEVATION DESIGNATION,REFER 1201.02.1 NOV. S:1 rn n # TO DETAIL 5/A2 FOR ELEVATIONS _ �'•zJ DRAWN BY CHECKED BY INTERh, ARCHITECTURAL ATIONLSHE NUMBER FOG DJF 4 ARCHITECTURAL SHEET NUMBER a n FIRST FLOOR PLAN FIRST FLOOR PLAN A� SCALE:TE: = THICKNESS NOTE:FACE TO OF STUD, NS UNLESS ARE NOMINALNOTED OTHERWISE WIS AlRE FACE TO FACE OF STUD,UNLESS NOTED OTHERWISE 2f� �-••\ ROOM FINISH SCHEDULE O KEY NOTES NOTES REFER TO THIS SHEET ONLY tfGS sEr.:SF]Ya✓t �O.)2.'o't'b�L.12 No`t�=S.. yCx FLOOR BASE WALL CEILING END FLOOR PLANS _ /1.]L _., I. NEW MED.OENSITV CLOSED CELL INSULATION IN WALLANO CEILING FRAMING. P U 4HI FLOOR PAWS #TO1 2 NEW 518'GYPSUM BOARD. z OPOF CONCTOP OF CONC .�. """ 3: NEW STUD WgLLAND 1lC GYPSUM BOARD ON WALLAND CEILINGS.ALL 29'3' � �UR1� 2XIC�laAA4�' WALL29.5' _ ..._. NEW TMPNLML FOR ,S' 9 jCi ..• •:. GYPSUM BOARD TYPE PERP4EtER WALLS.SEE PROJEC e4 METAL2 FUNEWBAEMENT ERIMET.O WALL.SEENOJECT PSUM80AR.''.,.� . • .G�}>Blz-�2l:GESri TYPICAL BOARD BASEMENT__...t. _O EXISTING 4 � U 4 yY F�4' SY �vP ?Ott TOPOFCONC OF CONC - � B �J`°�y c� �'� a cY` REMARKS WALL 2' WALL... S. PATCH OPENING AT NEW KITCHEN EXHAUST VENT TO MATCH EXISTING. W P ROOM NAME �, �� CI' Q y� Qd z� O W I$ 6. INFILLOPENINGWITH NEW CMU.WATERPROOFWALLATFORMERBULKHEAD DOOR LOCATION. STAIR EXISTING MECHANICAL ROOM ® SOUTHEAST NORTHWEST T. PATCH EXISTING WALL AS REQUIRED FOR NEW DOOR. O V " STAIR CLOSET ® 0 0 ® ® 0 GARAGE GARAGE j S. NEW 4•CONCRETE SLAS OVER VAPOR BARRIER. cf) UNFINISHED BASEMENT 0 i 0 0 6 CORNER DTL 5 CORNER DTL Ib 8 FNSTL EXISTINGNPROFIWLEE.DOOR TRAIM AS ftEDU1RED FOR WALL FWISH.MATCH Q w O A A2 A E:1/2' = 1'-0" 1 10.INFILL OPENING WHERE SHELVINGIDRAWERS WERE REMOVED. FOYER L66 CLOSET 11, INSTALL NEW DOORS IN EXISTING ATTIC. LIVING ROOM - 11- 12. EXISTING ATTIC ACCESS INCEILING.INSTALL NEW ACCESS PANEL. V W 4 - � 13. 31 DIAMETER LALLY COLUMN HALL T HALL CLOSET O - 2 14.(2)11&4'%912'MICRO HEADER 5-- BEDROOM � \ 1 O O ® ® 3 3 - ATTIC A6 - 15.(2)2X10 HEADER NwN. �`�••1sf�� BEDROOM 1CLOSET 0 ® 2 - 10 11 _ _- .((D I.} 1� ` > o BATHROOM 1 0 0 0 0 0 ® ® 0 - `_ 4 zoo Q OFFICE I BEDROOM 2 .,O ® 3 ® 3 - CL _ ( _ gXm u_ Q 'o EXISTING STAIR ® - ® - O < DININGROOM O _ ® 3 - 2 TYP. I I ^I N d h oKITCHEN 0 0 3 0 ® 3 OnP. D BATH 2 V TYR 8 HALL sra1R ® ® ® ® ® S BEDROOM 3 O _ LAUNDRY ROOM 0 ® 0 0 0 0 - - �- - .- - - - - ..... �4 K1(1yG1__..-_.. I I - N GARAGE 0 0 0 0 0 .. 0li':�+'1'bF�Z• I 3• 0 ATTIC -VA (TVA.) . MASTER BEDROOM ® ® ® ® ® 0 :I (SEERIES SITE L.0 u MASTER CLOSET ® 101 0 ® ® 0 ATTIC .I #S REBARS®18'O.C.VERTICAL O _� J MASTER BATH ® ®0 0 0 ®® #4REBARS@18.O.C.HORIZONTAL = w 3 U BEDROOMS )--+� C .o BEDROOM 3 CLOSET O 0 ® ® ® ® - R - i 10'RETAINING WALL _ O Y £ BATHROOM 2 0 ® ® ® ® ® ® - (5)'p5 BARS CONITINUOUS 10"O.C. /V QV O 4W X 12•THICK CONCRETE FOOTING `/ 4 SECOND FLOOR PLAN NLu C L B2 s FLOOR FRAMING PLAN U w Az SCALE:1/8' = 1'-0" 7 RETAINING WALL DETAIL O Q a g �' SCALE:1/4. z Q a 0 uJ Lkl s SCHEDULE NOTES: ITN FOOTING SCHEDULE g 1. PRIMECOATOVERNEWGYPSUMBOARD. I 'I - MARK SIZE B.O.F. REINFORCING Q 2. REMOVE EXISTING PLASTER AND REPLACE W/MOISTURE RESISTANT GYPSUM BOARD. - (DATUM) } 3. PATCH,REPAIR AND PAINT DISTURBED AREAS_. ® ® ® 7 - 1 F-1 1'-T WO X 1'-0'OP. t8'.9' (2)M CONT.BOTTOM C GENERALNOTES: - F-2 2-0-INDX2-0"LNX 12-DP 105' (4)#4 E.W.BOTTOM PAINTALL DISTURBED AREAS FROM CORNER TO CORNER OF ROOM/SPACE IT O F-3 1'-8-WO%i'-0-DP - 26'-5- (2)#4 CONT.BOTTOM CN 2822 8-0' -10 3' -10' T-10 3/8' F-4 4'-0'WDX 1'-0'OP 18'-9' (5)#5 aLl 10.D.C.SEE DETAIL 7/A2 Td• DOOR SCHEDULE(� O O O O O 5 - LN 2B22 ON 24MOURS TRANSOM ON 2022 BCN ASEMENT) EB F ---- ------- ------ -- ' WITH (MODIFlED) TRANSOM (BASEMENT) GENERAL NOTES DOOR FRAME TRANSLUCENT UPPER SASH DIMENSION ABOVE I !V--''''-'-------------I I W - GLASS TO MATCH HEIGHT OF CN2822 I_ _ I 1 I 1. AL WORKSHALL CONFORM TOAPPLICABLE STATE AND LOCAL BUILDING CODES j SIZE ON 2822 VIPER SASH I I i 61S SUBJECT TO INSPECTION BYAUTHORITIES HAVING JURISDICTION. I :I z ul I 20-5•FF i 2, CONTINUOUS TREATED WOOD BLOCKING SHALL BE INSTALLED INALL STUD C 0,' � - WINDOW SCHEDULE I I + UNfINISHEO I WALLS FOR CASEWORK.TOILETACCESSORIES ANDANY OTHER REQUIRED WALL z ¢_ ¢ ¢ O p n n SCALE:t/4' BASEMENT ^ Mouenlvc. z W W N W W A2 O I 3. PROVIDE E%PANSIONBCOMftOI JOINTS FORALL MATERW.S IN ACCORDANCE W MARVIN ULTIMATE CLAD DOUBLE HUNG I 1 ro a I-' D. f D' F F t3 4/ 14 1 I WITH MANUFACTURERS RECOMENDATIONS,AND ACCEPTED ENGINEERING O W H _T ¢ S ¢ x Z REMARKS - I I !/ TYP'_ I STANDARDS. 1 T-0"x B'-8'x 13/4' ALC P WD ENTRANCE®I , i- I I _ 4. DIMENSIONS ARE NOMINAL.ADJUST FOR ACTVAL M1MTERIAL IO.DOR.WIDT.H4 IDOOR�WIDTHN - T - - 2 T.0'x 6'-8-x 13/4' WD P - WD ENTRANCE 0 1 _1 1_ -'' ! t-T 11'2' ; I Fi I•m �? 5. INTERIOR.FINISNES SHALL BE IN ACCORDANCE WITH CODE AUTHORITY PER _ FEDERAL.STATE E LOCAL JURISDICTION. 3 3'-0'x8'-8'x 13/4' Wp p WO PASSAGE 0 ©� TOPOFCONC I m 6. WHERE DIFFER W ME ENTFLOOR MATERSET,THEY SHALL WET UNDER CENTER 4 3'-0'x6'-Wx 13/4• WD P WD PRIVACY ® 5 `F� WALL 25.5' 1 N , OF DOOR,UNLESS OTHERWISE NOTED, 2 5 3'-0'.6*Y.1344- WO P WD PASSAGE 0 11 g 8'-B' 3'-B'I I 14'A• t I S<' T. REFER TO MECNANICALAND ELECTRICAL DRAWINGS FOR WORK REQUIRING O 6 T.W.'-8'x 1 314' WD P WD PRIVACY 0 �� Y F'JB I ��20'-5'FF. 4.x >n REPAIR TO FLOOR,WALL OR CEILING. - z F 7 it'-0'x8'-0'OH, WD GP TRANS WD OPENER ® O 6 ' ^5ON 8 IW.B'-8'x13M' WDL L WD PASSAGE0 9 2d"z6'-8'x13/A' WD P WD PASSAGE ® EXISTING EXISTING 2T-5'FF .8 SH 22'S"FF 13FLOOR PLAN LEGEND 0 SPACE MECH.ROOM m1 TOP OF C NOTE SYMBOL-APPLIES ONLY TO SHEET ON WHICHthese desl9M antl O2 in deOC*d 10 3'01.6'-8'x1&4' WD P WD PASSAGE P L CRAWL 1MATCH EX'G.INTERIOR FULL HEIGHT I 1PANEL DOORS LOUVER O 0 I I WALL 30-2' I O NOTE IS SHOWN. hewt>etha,N x UV n ggpht.,asI ftwnenis01 Ixal m l sauteI O' EXISTING WALL TO REMAIN na,De.IIda`Chalg0tlLla,,v.DOORWIDTH O 10 UP I 1 I I IWuI Ile Wia W W+.•dpe,antivrtNlen __1 I 1 Conant Ol lh9 NChltec.AM Change q, >� NEW INSULATED W(NOM.)WOOD STUD FRAMI NG Q IF O.C. mods wHh..Ihe AlcNteCJ`WiBen EXCAVATE AGAINST EXISTING FOUNDATION --- -- - 1-SLAB ON. I 1 applOwi wdl lad dl such tlocumergs TO DEPTH OF EXISTING FOOTING AND Q� I I GRADE NEW 4.OR 6•(NOM.)WOOD STUD FRAM IN a 16,O.0 Wf&8' antl LK4umenis and the AfcMecl wit not CONTACT ENGINEER FORINSPECTION PRIOR 1 N 2 N GYPSUM DRYWALL ON BOTH SIDES. he Pawnatly lwbt f0`am/tlm7o9e, TO CONTINUING TO NEW FOOTING DEPTH - 8 I I i 1 j Ironnq lost •tl fh& _ OFFICE ROOM NAME,SEE FINISH SCHEDULE BENISONS LEGEND HARDWARELEGEND i o FI�^%� IQ� I PERMIT SET ACC: -ALUMINUM CLAD PRIVACY: NEW DOOR HARDWARE INCLUDES KN08ILEVER,PRIVACY D EXISTING Q I I" I I WALL SECTION NUMBER WD -WOOD LOCKOCT.I IINCES AND WALL BUMPER. CRAWL SPACE - I -------• ARCHITECTURAL SHEET NUMBER 8 ____ A6.1 WOL -WOOD LOUVER PASSAGE: NEW DOOR HARDWARE INCLUDESBUMPEROB0.EVER,PASSAGE -_T P -WOOD PANELED LOCKSET,HINGES AND WALL BUMPER. - - m L -LOUVER ENTRANCE: NEW CKSET. HARDWARE ALL BUMPER. ENTRANCE ,�8� .- NSA_. FCC �DETAILNUMBER CL -GARAGE PANEL LOCKSET,HINGES AND WALL BUMPER. (F'I ARCHITECTURAL SHEET NUMBER a TRANS -CLEAR 1z< `h b ,_ +1,-4r-0 Afl1 COMM.NUMBER DATE TRA -TRANSLUCENT GP MATCH: DESIGNER DOORS. .T wj WINDOW FRAME ELEVATION DESIGNATION,REFER 1201.02.1 NOV 90.2012 INE-T006 �' # TO DETAIL 2/A2 FOR ELEVATIONS TIMBERLINE. I__ O DRAWN BY CI ECKED BY 0 1. ALL HARDWARE SHALL MATCH EXISTING IN STYLE AND FINISH. DOOR TYPES f # INTERIOR ELEVATION NUMBER fOG DJF Y (y ( 9 p ARCHITECTURAL SHEET NUMBER FLOOR PLANS AND BASEMENT PLAN �., T SCHEDULES A2 SCALE:1/8' = 1'-0' 1 NOTE:WALL THICKNESS DIMENSIONS ARE NOMINAL AND %� Sa" `_ 4 ARE FACE TO FACE OF STUD,UNLESS NOTED OTHERWISE u / LA2 O KEYNOTES NOTES REFER TO THIS SHEET ONLY 1. WOOD FALSE LOWER.W DIAMETER I P 2. WOOD SHINGLE SIDING WITH WOOD TRIM,MATCH EXISTING Z 3. ASPHALT SHINGLES.MATCH EXISTING. 4 4. REPAIR R ONRY CHIMNEY 22 22 S. NEWSWYUGHT W W G 5 B. (2)2%BHEADERWlJOISTHANGERS' 12 7. NEW WOOD DECK WI METAL POST/CABLE RAILING.12 12,s 251forIt 6. ASSUMED GRADE.B. CLAD DOUBLE HUNG WINDOW25 25 _ 25 � NISTING 10, CONCRETE RETAINING WALL.SEE BASEMENT PLAN. W SECOND FLR. ® 2 2 t. 2XIOSPF112 WOOD ROOF RAFTERS@ I6°O.C.9 A 12. 4•REINFORCED CONCRETE SLAB OVER 10 MIL VAPOR BARRIER. -�.$° L 30'3°FF.�y 30'5• 13. 2X10 SPF 92 FLOOR JOISTS@,a-D.C.FW.RR. FIN.FLR. GE FIN FLR. 14. 2X6 WOOD STUD FRAMING®76.O.C.GARA_____--___-_i FIN.FLR.-IL__I_ _ ___J ---- I EXCAVATEAGAINST S. 2%HEADER BOARD. �- Ia N LASSUMED FOOTING DEPTH®.CRAWL SPACE 70 I EXISTING FOUNDATION TO 16. WPOUREDCONCRETE BASEMENTIFOUNDATION WALL REINFORCED WI2 N0 d I 1 1 FOOCE TING EXISTING CONTINUOUS TERVALSHOSIZ OVER HEIGHTOF TOP,4'F RE BOTTOM OF,VERTIC AND L-FOOTINGAND FOR INSPECTION AT THIRD INTERVALS OVER HEIGHT OF WALL.pB REPAR®3S'O.C,VERTICAL. 12 I _---_--- I I —I —F. —.1—.—_ _ --- _-_ _--12--- I-EN GINEERONINUINGTION 'W I EXISTING -J I NEW I PRIOR TO CONTINUING TO 17. 5IIr FACED FIBERGLASS GATT INSUlhT10N, � 1� -_______ ___ _ NEW BASEMT FLR. 1.____-_@ASEMI FI2_ J NEW FOOTING DEPTH. h BASEMT FUR. L___- -___---- --------J 18. 6•MED.DENSITY CLOSED CELL SPRAY FOAM INSULATION. V- < a O O EASTEELEVATION - 19, 12•UN FACED FIBERGLASS BATTINSULATION. 20. P•EXTRUDED POLYS TYRENE BOARD INSULATION. 2mri+ $ �o MASTER BEDROOM ELEVATION .__ -- _ -- EALE:II6' - , a PARTIAL WEST ELEVATION 21. 1IYGYPSUM90ARD. A3 SCALE 1/a - 0 q3 pg SOALE:1/R• = 1'-0" 22. RIDGE VENT. 8 23. (2)2 X 91Yl LVL HEADER. Um 6. 24. 2XB CEILING JOISTS @ 16.O.C. � U 25. GUTTER AND DOWNSPOUT. N s o ^ Q cf) 4 0 LL; W M17(J 22 12 5 22 G 1 10r UFIl 5- 25EXISTING225 SECOND FLRA A Oam A A q y A q29FLR. BT FLR. _FIIRST FLR. B 7 6 FIIRST FIR. - GE R I—OOR It u FLOOR . --- -_1.2- b E%IST.R•�W ' III B -: - 1I II — II rd — r) ---- -- ----- LI_____ --y NU< IIL EXISTING EASEMENT BASEMENT FLR. NEW ENT___ - ___________ BAMEN FLR _ ____ ____ ____-_-__ _AS FLOOR 7 [� SOUTH ELEVATION s WEST ELEVATION a NORTH ELEVATION A3 SCALE:1/6' = 1'-0' - A3 SCALE:118- l'-0' - _ -_ A3 SCALE:1/° c 1'�--- 21 4 21 21 72 12 12 12 f 10 11 � 19 I 19 I 6 6 b-FIN.CLG.HT. OPEN SECTION OF WALL 16 C FIN.CLG.HT. WOOD 5a I. I j I 19 CAP \ Z j I j 14 17 Y iZ 4 17 j IF j I- F en" Ixm�m9ae o- Naoly tlxise aesBlu tlna al Ilerns Cepiatcty cn�ments a Drotesstnal meta may 14 I I I I UPPER WAINSCOT TRIM na be ale,etl a awngEtl,h aMway. - 13 w BASES ogRD w1 M,ntwm atl lw t�<I-go 5• - b .. �- �- FIN.FIR. F R va0a euc IN. R. pproallntlocl,ments 15 '_.1... •.,d tii ,.R�il..I l'1 fL FIN.FL rsa. '"'?'. ITS;: ,. FIN.F _-_ :1 .. tl h11 t ntl ine/vWf 1 13 I ¢ Tpt1NL1AT10N 13 � .i.. TOP OF G 12 FLOORCLINE 13 TOP OF b¢peatlnaM Ilablx lol tlny tloma0e, FOUNDATION ?� 4 I: I 29 FOUNDATION- Fgrm a loa tala¢tl tne,eby. ZO y REVE e I �! PERMIT SET 16 '; SEE DETAL COMM.NUMBER-DATE ) I _ 12 I I FIN.fLR. I I { y7•' 16 - / 1201.02.1 NW.30,2012 a a I _ DRAWN BY CHECWED BY BASEMENT t F BASEMENT I �_—. _________ FM.FLR. k r -'• ...12 FIN.R.R. FOG DJF ,Bs EXTERIOR ELEVATIONS N '. 19..9. AND BUILDING SECTIONS BUILDING SECTION THRU BUILDING SECTION THRU J � PARTIAL BUILDING SECTION a LAUNDRY ROOM 3 MASTER BEDROOM/CLOSET 2 BUILDING SECTION THRU GARAGE THRU MASTER BEDROOM A3 SCALE:114" = 1'-0' - A3 SCALE.1/4 1•.0• A3 SCALE 1/4° = 1'-0' A3SCALE:114" = 1'-0' A3 O SECTION KEY NOTES 6 FINISH I, 1. W POURED CONCRETE B4SEMENTIFOUNDATION WALL REINFORCED WI(2)N4 p V FROM FINISH WALL ' l ON BOTTOM OF AND O 53 10 TREAD '',11/4, a 31 ti\5 THIROINTEVRNALS.1N REEAR1Q M-O.C.VERTICAL. MO a If� .. U BASE CAP 2, VINYL WATER STOP:' MOLDING 3. DAMP PROOFING OVER TOP OF FOOTING TO FINISH GRADE. y) F/k`' 1 ,6, J 1 " �4' 2 MIN 4. WRENFORCEDCONCRETESLASOVERIOMLLVAPGN&ARRIER,SECURE w LJ,J Z�0 BARRIER TO FOUNDATION WALL AND EXTEND FULL DEFT"OF SLAB. ~� Q n)- 6 4'-0` '6' 3 d' J ,IL Ih Q w n -3T�10' FIN.DIM. 14S/S" WOOD PAVE .' WODD Z - T 7 5. 4•A11N.C014PACTEDGRAIrtII.AR FILL. J¢C FIII MOLDING "]/B' RISER 32 W4 8. METAL'Z'FURRING CHANNEL U •+ ON _ DIM (BEYOND)`R-40 5 L I' 8 @4'.v O.L.VERTICAL O "'yTT7 i� V • Y✓ I i% / - _ 3B SR-6- 7. 2'EXTRUOED POLYSTYRENE BOARD INSULATION. �' S2 S. CONCRETE FOOTING(SEE BASEMENT PLAN). y, 7 �x , . w � 9. 51/2'KRAFT FACED FIBERGLASS-TTMSULATION. N I FINISH WALL !\I 6, 51 I 9FIOWIle10. 2X10 SPF IR FLOOR JOIST®16'O.C. cn WOOD CAP U 3'-2' Y\ ')�\ <y�. 7T©10 �f 15 3/4" � \ � 6 11. CONTWUW92%WOOD BLOCKING, 66 12. 3N'CD EXPOSURE I,PLYWOOD SUSFLOOR. '^ w ca LAUNDRY !ga, 13. Roses PAPER. V Lu ° `\\ L 5 - _ w EXTEN$OND TPAK4 3N WOOD FLOOR TO MATCH E%19TWG. Q �/ ?•`/ 61/2' \ MATCH EX TO 33 15. WOOD TR0.I TO MATCH E%)STING UNLESS OTHERWISE NOTED. (TYPICAL) 40 16. SB'GYPSUM BOARD.(REFER TO PRQLECTMANUAL FOR GYPSUM BOARD TYPE), w ,�0 5° EAVE DETAIL ". 2XHEADERBDAR°. "- Q SEE DETALWAA- 18. 2%6W000SILLPLAW. �NQ - $ e MASTER FIRST FLOOR STAIR PLAN N .y� STAIR DETAIL s @MASTER BEDROOM ; 45 FOR BEOR00 19._MSILL PLATE,PRESSURE IREATEO. $ Aa SCALE:1/2' = 1'-0° '(?1 SCALE:11/2"= 1'-0° III 31 AQ \_Q SCALE:1 1/2" 7-0' 20. W000 SHINGLE SING.MATCH E%IS NG.REFER TO PRO ECT MANUAL. ® Z NOTE.SEE FOR 3/A4 EAVE AND VENT NOTE 0 8 21. WOOD SURSILL.MATCH EXISTING. V 42 n TRIPLE 2X6 WOOD HEADER AND PLATE. 43 16 I - 2G METAL FLASHING.MATCH EXISTING. L0 OF 40 14 33 24 2A. OPEN CELL SPRAY FOAM INSULATION 0 PERIMETER OF WALL OPENINGS. 04 25. M WOOD STUD FRAMING 016'O.C. O ( ~ \ 26. 51YT FACED FIBERGLASS BATT INSULATION. Lu g F/� G 12 d 34 I� I 27. STRUCNRM INSULATED SHEATHING-STYROFOAM SIS BRAND. J 10 r I 28. NEW GIlT'IER. O J - 31 - 29 WOOD SHWLAP BOARD CEILING(MASTER BEDROOM /ONLY). = W - n ' 31 30 INSULATION SVIATION VENT CHUTE I . \ - J _ �, //i � 3B - 31: 2�SPF p2 WOOD RAFTERS®16.0 C O O 33 I ✓ 33 TYPICAL RIDGE/ 30 39 I L„ 32.. 6'MED.DENSITY CLOSED CELL SPRAY FOAM INSULATION. 11 2 b 33. ASPHALT SHINGLE CERTANTEED-LANDMARK PREMIUM SERIES- 31 a A4 VENT DETAIL '" ^_ A4 PEW'TERWOOM F - 37 @ I U. 3A.EXTERIOR GRADE PLYWOOD SHEATHNG. SCALE 1'/2"= V-1" \ 1 V AIRSPACE(MIN)OR AS REDO BY CODE -31 W. 1%FREI BOARD,ALIGN WITH BOTTOMOF TRmt BOARD ON EXISTING HOUSE. O Q 1' 45 MN M. 1X10 EAVE BOARD ~ O ft=38 \ a BRG.HT, i 37. CONTINUOUS PREFINISHEDALUMINUM DRIP EDGE. O' W ` n --- __ 38 GUTTER NOT 16 _40 W. SELFADHE GPOLVMERAIODFIEDBITUMENICEBARRIEREXTEND24-UP •�. IS - 18 Q, SHOWNFOR SLOPE. CLARITY 25 39. 6 MIL POLYETHYLENE VAPOR DARNER(W REQUIRED BY SPRAY FOAM J R=21 (^da 35 14 26 .'MANUFACTURER). V 0 Q 40. (1)IAVER OF iSN OF ROwG FELT Q RG. i. t3 I 41. CONTINUOUS SOFFIT VENT.CORAVENT SA00. C MIN 26 12 I 27 R=0 42. RIDGE VENT CORAVEM X511'WIAWFRIDGEVENT. V 15 ' _ 25 25 'f FPA FLR. 43. 2 X 12 RmGE BOARD.NOTCH FOR CROSB VENTMTION. FN B ,B UBFLOO IAMTLH EXGi _ - ?� M. DOUBLE MTOP PLATE. I� 45. 1T UNPAGED FIBERGLASS BAIT INSULATION. _ I 11 17 OPO 48.. 2XSCE1LLNGJOISTS@IG O.C. _ OUNDATION 47 CLAD DOUBLE HUNG WINDOW,SEE SCHEDULE ALL 19 4B 1l4'E%PANSION MATERVLL WI BACKER ROD ANDSEALANT. TYPICALSAVE AND B 1 49. 2)MREBARWRHwTTOd•OFCONCRETEOPENINGS(ALL FOUR SIDES) 51(BEYDlDI \� WINDOW HEAD DETAIL ' W. '"°°OLM M AIAT°H FLODR. SCALE:112'= T11" 51, WOOD HANDRAd,RETURN TO WALL®TOP AND BOTTOM OF STAIR. 14 `✓\ 52. V THICK%ODD CAP W/RETURN AT END OF WALL. IRST I 53. WODOGUAROANDNEWELPOST.SEEELEVATIONANDDETAILSONSHEETA-6. 12 IN.FLR F FN ER RR. (AfATCH--I ` " BEDROOM ONLY __ 10 51 1__ ro� ,5 FIN.FL Z y ZaJ p w 15 N iLL MATCH 112- W I OI OF /I U EXISTING S7 Z i F;I,F TAPER U A4 15 I T 25187 WOOD BASE OZ I - CAP WMt63 4: !e 1 sB GESIBI11 aftl OP items dvplCietl DIM. LL MATCH E%'G _ ina.Wwniso ��M.. nt ¢ 374" 4g .i Ant be alleletl PI Pnbnpe0,N aIM wQy os Ih. LNad.Oe bntl wMlan mO wIl-lthe NcWtS ft IRA-, ] 15 - ♦o .'�.n //E�� WPTVO1 wIO Kxl dlfucn tlPLvmenh ir�/�\J`Yyl�•/ ana w1Aer»ms as me emnILPPI wB noI rf 1>e PPISPIgNlinbp 10l 0nV dbmn.0e ,(/ � Iwm1 a loss<al,>eC IFereq FIN.FLR. \. U,W� REVISIONS 6 !/N %' PERMIT SET j.� 3 48 ASEME 48 IN.FLR t 5 '; 2 ASEMENT FIN.FL 3 - COMM. NUMBER DATE 21 3D.2012 2 $ B 1 DRAWN BY CHECKED BY FDG OJF a WALL SECTIONS AND k- = TYPICAL WALL BASE DETAILS Q STAIR SECTION ,2 AND WINDOW SILL DETAIL _ TYPICAL WALL SECTION A4 SCALE:1/2" = 1'-0' CA� \ p SCALE:3/4' Aa SCALE:1 1 2= 1'-0 �'4 NOTE:FIELD VERIFY EXISTING WOOD TRIM/BASE DIMENSIONS AND PROFILES AND MATCH. WATERPROOF MEMBRANE.LAP 3'-' /-OVER CRACK ISOLATION SYSTEM, P SEE TILING SECTION IN SPECIFICATION$ // SRENCH DRAIN z EETILING HGRASECTION IN SPECIFICATIONS ( / CERAMIC TILE /� ,'�/ SHOWER DOOR SVSTEIA BENCH THINSEI' Id CERAMIC PILE / I �• �p / // WATERPROOF AND CRACK d'WIOE THRESHOLD W/EASED k - �',, W wO CEMENTTILE / %ISOLATION$VSTEM.SEETIUNG —TRANSITION AT GLASS SHOWER ---- <i Duna<xF 4 �/' \\ �' w OZ^`C_ SACKER BOARD /�%' /: SECTION IN SPECIFICATIONS % DOOR('IVPI _ 8 , i-� / / / / WAI'ERPROOFANDCRACK /'� / WATERPROOFING ,� : / ,-FOOTAR BEG,SLOPE TO OMIN IA-PER ;� ISUATION SYSTEM.SEE TILING _ ♦u 1 q{ 1 V �lJXiCw MEMBRANE / / SLOPE 114• SECTION IN SPECIFICATIONS U 1 �I ,l, -` , 31T PLYWOOD PER FOOT O. • �SUBFLOOR - SHO I^ �11'^-✓ Z ." Q 4 II D W 1 , - 2%B SFIOWERFLOOP n> aY' NI.'k.I1hA:N K ��(( N FRAMING@ I2"O.C. J �_--- I(�... � W U W \-2XID FLOOR FRAMING— W 3 AS s MASTER BATH SHOWER DRAIN DETAIL O MASTER Lu SCALE:1 12'= 1'- K 1 BATH ACCESS PANEL FOR TUB U 'O . AS _ r LAV PUMP,VERIFY LOCATION H L� FULL HEIGH A$$T FRAMELESS GL Q s; I Wi ARCHITECT W Q Q v p SHOWER DOOR WI TRANSOM -- - S g ? - IOPERABLE) FRAMELESS GLA53 SHOWER 712'WOOD SHIPLAP 80AftOS, # 1g b ENCLOSURE STARTW/FULLBOARDGCEILING j� I 2gXJ4'RECESSED .- Z4h20J REC SSE._ t f_TILE SOAP NICHE 1,(t ALE•S3APLFI G1� 04 O LLJ �g SOLID SURFACE - d SOLID SURFACE S OF SHIPLAP BOARD O J N H B b g h b �w B NM C @TOILET = W J w o D ¢pO rYl c p O fP. -� - CERAMIC TILE W - 'r V � I Y __ SEAT mQ L Y U Q w g t _SOLID SURFA SEE DETTAILEDAILED WAS STUB SURROUND, ELOPE TO DRAIN SLOPE TO DRAIN _SO LID SURFACE TUB SURROUND. ' MIA e SEE DETAILED WAS O Q 2 s EAST ELEV MASTER BATH _ 4 ST ELEV MASTER BATH z a WE g - A5 SCALE:1/2" = 1'-0' `\AS SCALE:172" = l'-0" Lu - NOTE:ADJUST DEMENSIONS AS REQUIRED FOR TUB - �/ NOTE:ADJUST DEMENSIONS AS REQUIRED FOR TUB MASTER BATH PLAN N 0 (Le QY A5 SCALE:112' = 1'-0' _ Q 1 71/9'WOOD SHIPLAP BOARDS .FULL HEIGHT Q - N START*1 TRIMFURDI$CEILINO ._SHO ER DOOR SS 0 PLUMBING FIXTURE AND TOILET ACCESSORIES SCHEDULE /'-_- BHOWEESSGR C ' SOLID SURFACE BACKSPLASH 7t U ' FINISH TRIM BOARD BEYOND,. NX WOODTRIMFULL SEE DETAIL - F REFER TO ELEVATIONS FOR QUANTITIES v, z.""RECESSED �/ � - Tue INSTALL - y' (BEYOND) '-r-r z-o• / MARK DESCRIPTION MANUF. MODEL# EpF<AF SURFACE FINISH REMARKS SOLID SURFACE TUB DECK, - / / / K - INSTALL GINGER 45WL(SN) UMN NK - _--- / DRAKE I.6 GPF - VERIFY EDGE W/ARCHITECT / Y Q O l� / A WATER CLOSET TOTO O -p01 COTTON LEVER STAIN NICKEId TOTO ELONGATED$OFT - SHIPLAPBOARD LIGHT FIXTURE _�� CSTTn4$(G) CLOSE SEAT COTTON FINISHTRIMBOARDBEYOND. �4' DOOR MANUF.SEE DETAIL ' / C UNDERCOUNTER LAVATORY TOM CURVAIT181TRIM BOARD AT WALL BEYONp BACKSPLASM � , / O IX01 COTTON _ 0 WHIRLPOOLTUB JASON DESIGNER O - WHITE ` �'� COLLECTION LX615 e TUB DECK EDGE DETAIL // SHOWER DOOR(BATH1)" C14,3NPOR — -- '\ / /� SHOWER DOOR(BATH 2) C1413NPCL ' SCALE:3" = 1'-0" FI%Ep ""' FIXED I � / / E RA6C0 BRUSHED NICKEI. O A5 B DRWR 0� / / F SHOWER RECEPTOR 48• STERLING ?O L RR ENSEMBLE O WHITE WOOD CABINETS r,fi R. TDRWR ,' 11, 00 Y II 1 �/' KOHL ER ENSEMBLE O G SHOWER RECEPTOR dY STERLING 721511CG WHITE H TOWEL BAR 36' SATIN NICKEL MODIFY 4604 POSTE REPLACE W/SN 38'POST CERAMIC TILE \ / BEYOOND SEAT GINGER 4504(SN)(MOD). O \ EDRNRI / I TOWEL BAR 32• GINGER n5O9(SN) O SATIN NICKEL 12'CEMENT TILE \ / BACKER BOARD - J TCYVlBAR IV GINGER 9502(SN) O .SATIN NICKEL - - -- - 27' IT 1. 2/' 10' 2'F' 1'- K R08E HOOK-DOUBLE GINGER g611(SN)SINK RWR SINK O E. SATIN NICKEL FINISH TRIM BOARD BASE DBASE BASE BASE GLASS GlASb DOOR GIAS$ 5 � L HOTEL SHELF W/TOWEL BAR GINGER 4543.2q(SN) SATIN NICKEL a 3 SOUTH ELEV. MASTER BATH _ - M TOILET TISSUE HOLDER DOUBLE GINGER 45OLD(SN) O SATIN NICKEL S 12'MOISTURE/MOLD SCALE:IIY = i'-0' N LARGE IT COMBINATION BASKET WI RAWR HOOK GINGER 603-LB-t5I5,RH-16 O SATIN NICKEL RESISTANT GYPSUM A5 LARGE COMBINATION CORNER BASKETWI RAZOR - BOARD. - O NOOK GINGER SOg1B-15/$SSA-1$ O SATIN NICKEL 7 IN.WOOD SHIPLAP BOARDS P RETRACTABLE CLOTHES LINE SMEDBO SO FK4W O SATIN NICKEL Laze0 ogl -d O4 Moms GopKw SHIPLAP BOARD START W/FULL BOARD @ CEILING ei'wMR'er in w4lNg o�gK>oNca4Y.a O MEDINCE CABINET CENTURY 233 F-F-- O SATIN NICKEL 'IMIumeRls of LUWesabnoi spiria mo/ ml Ee dlaN p1 pllpngpd T DIN— j--�31q' y ft MEDINGE CABINET CENTURY 2330-aSF-F-0-R-0 O SATIN NICKEL NficpMlk%NetlDe.mltl wN2n l of the ArcNBac1,Am olK 1%GHT,WOOD ME TRIM FOUL S LAVATORY SET{EVER HANDLE KOHLER K-102]24A-BN O SATIN NICKEL nsotlew oUl lho ApWt MvTen ENDWALL DETAIL NEIGH SEE DETAIL i _ GO NOT USE SPOUT THAT COMES WI SET, VP 14WOdlwchdxv t DECK MOUNT NB FILLER WI HIGH SPOUT SET-LEVERS IN. ORDER PRICE PFISTER SPOUT "tl 9glnmleUllspM IIW A.c lwB rot T B12/819 BN Wl HgND SHOWER JA00 HATTERA5862/Btd1194 O SATIN NICKEL RTfi-SDXK-BN AND LOOSE ROUGH IN 0X6-150R. Perso hobo.la any —g. MASTER BATH — - K -- _ SPOUT OWL TO BE REPLACED, '.a bss cpus'atl Iheleq•. cc SCALE:3" = 1'-0" __ -� SHOWER CONTROLS:THERMOSTATIC VALVE ON, REVISIONS A J I THERM ROUGH I` VALVE,VOLUME CONTROL VALVE,WALL U VALVE FOR TOETESE'R.WALL SPOUT M=17/1"FOR JADO HATTERAS O SATIN NICKEL PERMIT SET TOE TESTER,PERSONAL HAND SHOWER SET BN. TO BOTTOM OFSHIPLAP BOARD - H `�1 SHOWER ARM AND FLANGE ON,SHOWR HEAD ON V SHOWER MIROIR BROT(NON ELECTRIC) MIROIR MOTINFIW O 11•SWIN0 . - SOLID WOOD - _ _ 24A24-12A0-3103% X CAP �� INFWI N MOT SINK MIRDIR SPOT(ELECTRIC) MIROIR OT 29A24-13AWOU 7A O -SWING DPP) COMM.NUMBER OAtF. T M X TUB WROIR SPOT(NON ELECTRIC) MIROIR SPOT INFINI24A24-13A03103X O -SWING 1201.02.1 NOV 30,2D12 KS DRAWN BY CHECKED By O _b _ Y SHOWER FLOOR DRAIN QUICK DRAIN STD.STRAINER O SATIN NICKEL SEE DRAWINGS FOR SIZE AND LOCATION FOG DO ao GENERALNOTES: MASTER BATH DETAIIS �LL - 1. ALLMOUNTING DIMENSIONS ARE FROM FINISH FLOOR TO CENTERLINE OF FIXTURE UNLESS NOTED OTHERWISE.COORDINATE LOCATIONS WITH TILE AND GROUT JOINTS ANDADJUST IF NECESSARY.PROVIDE ADEQUATE SURROUNDING BLOCKING FOR ADIUSTMENT. SOLID SURFACE TUB SURROUND_j 2. HEIGHT OFTILE WAINSCOT BENCH OR TUB PLATFORM MAY NEED TO BE ADJUSTED DUE TO EXACT SIZE OF TILE.VERIFY PRIOR TO INSTALLATION WITH ARCHITECT WISULLNOSEEDGE r NORTHELEV. MASTER BATH E 1 VERIFY WI ARCHITECT HEIGHTAND LOCATION OFALLACCESSORIES PRIOR TO INSTALLATION(TYR)BLOCKING REWIRED FOR MOUNTING ALL ACCESSORIES MP), A'-"1VVV A5 SCA E:12" = 1'-0• -N-- �• �LY. 4..�. '�. .- �_. T4 1 �ink .. Wv. L p EXISTING 2X8 ROOF RAFTER6------ '^ w w Z'C cwo a� .:� MANUAL VENTILATING \ �• w f teH---1 I :A" I-�- I ' l i I �Z riu• SKYLIGHT OPENING SKYLIGHT.INSTALL RING IULL HEIGHT CERAMIC\\ Q ��_� > tY esh PER MANUFACTURES AND TILE OVER CEMENT x • I ' I i ab cvV. REPAIR ROOF. \\ /� ( BACKER BOARD IN x. l / `J / I SHOWER. ,1� • I I r : I ew1A:oLlCT'LB // \ ��'O///��� V r u -I FULL HEIGHT CERAMIC w •,� >. _..._--._,. ._,._..._.- K BACERTILE EB ARDENT6HOWER. K `' / IGHTFIXTURE���qq� NEW 2%e HEADERS- 06 LLLJJJUNEYI i-STUD WALI. W `N I ura'wr� SOLID SURFACE p I *m-F bAiL' y - L� NEWMEDIUMDENSITV0� COUNTERTOP ti t bi €I -;7, Y CLOSED CELL SPRAY ;Vt F� D WI BACKSPLASH w F 1 '^J X FOAM,INSULATION IN % w� // G DRNTi 1%E q 4 EXISTING FRAMING q� ip FWOOD CABINET W r Q p __Yr-_._-_ "• - 3 } FIXED SHELF �� Q 'p WOOD BASE NEW MEDIUM DENSITY --_ - +� MATCH EXISTRJG CLOSED CELL SPRAY '> WOOD BASE /' DER ORW f� - FILLER AS ggN� jQ BALUSTER DETAIL — i FAIR IN6DLATIDNIN MATCH EXISTING -REDUIRED FOR gK>l0 $ A6 SCALE:112' = T-G- - EXISTING WALL / -^-- --- BASEBOARD 2m- \ _._. - I a WATERPROOF c�i�❑ MEMBRANE UNDER WATER PROOF FILLERS ITYP.I A$REQUIRED TO • 12' 30' H SHOWER RECEPTOR MEM6RANE UNDER - ACCOMMODATE DRAWER AT DRWR SINK E.�L�-L3]-�E�S=�/�//�I'L• 3 W T A SASE BASE OPEN BASE TILE---- HO ER RECEP OR BASEBOARD IWANSCOT(TVP) S_wAry�L�,e �3rat' cTa 4 ;2, ' rB1 WEST ELEV BATHROOM 2 7 . NORTH ELEV BATHROOM 2 LID SCALE:12" = 1'D" _� -- A6 A6 scALE:vz _ r-D" w 0 21 NEW SOFFIT 1 -- FULL HEIGVlT CERAMIC O J TILE - (} 1 ti F CLOSET TRIMS = w 1 • ,.. _ / -— CLOSET ONLY K ND O ~ _ CL DOOR of p U'� r LIGHT FIXTURE -BEYO � URFACE WOOD DOOR �' L-sou°s uj ll^ COUNTERTOP WOODO OR \ v J Z W/8ADK6PLASH ...} / / E Q O Lj,J U LL tiw EO —_FIXED 6•DRWR -Ot O / O � BALUSTER ELEVATION m I 6 DRWR rc ^m Oz Ly c i�6 SCALE:3/4" •�/ /,/ / Y \\ 9 p MWAISLs' I.1i M IiWR f -- I ti I NEWBEAUBARD 30' Iw FILLERS jTYR)AS REQUIRED q'WOOD BASE@ CLOSET WATER PROOF } a -WaNSCOT(IYP.) SINK DRWR-TDAC(:OMMD AINSCOWERAT PROJECTION ONLY —SHOWERMEMBRANE UNDER CEPTO C _ BASE BASE SASESOARDI WAIN6COT LTYP.) SHOWER RECEPTOR V ..3I— EDSHELFWI s�WEST ELEV BATHROOM 1 /s EAST ELEV BATHROOM 1 N / c OUTLINE OF MASONRY 2.12'EDGE®FACE SCALE:7/2" _. 1'-0" - % 'CHIMNEY BEYOND A6 SCALE:12' = 7'-D" APPROXIMATE ROUTE J ---OUTLINE OF STAIR STRINGER BEYOND - FORDUCTSICONDUII'- /1 I MICROWAV NEW WAINSCOT TO (PIPING IN NEW CHASE / _...MATCH EXISTING NEW WAINSCOTT0 +V—HATCH EXISTING ------------ ---- / I NEW COUNTERTOP NEW CDUNTERTOPfl AND BAC CAS.. BACKSPLASH I(TYPICAL)CABINETS T6 3 1 6• VERIFY W/MANUFACTURER Q TOILET. I � SKYLIGHT OPENING I I SBCEMENTBOAROTILE S EX'G SACKER IN SHOWER 0YP) L HALL CL_ iln w I VERIFY /P VEIL FYLAV ..y�. J C -J O BASE BASE SI'PCE FOR BA6E"' SPACE FOR TO ACC ACCOMMODATE ORAWERAT '- -- - - - - - - -""-'- CAST CART CABNT MTD CART WINE BA6EBOARD/WAINSCOT ITVP.) CO I E P �,DDTLIN O NEW SOFFIT $a 26.OR 2T COOLER M I mn 1 n rTti. ALIGN W/CLOSET WALL. 2 Y KITCHEN REMODEL WORK ---- ' --_IR.O.1 BATH .Q A6 SCALE 7'12' -D" - ® '� ROOM 1 A6 ' n.._I u O O fa: f'�LL N I W P Sa FURS EX I STING WALL K J 3 Ns�s¢vW OI ItBms tl¢otiatl EXISTING 11 ''*<• �- A6 7 D ,,A Nare3t LM✓e l IT w g or g�wN!:ar✓.m LIVING ROOM R .A o f �wments w TTolesslOM serve.Rw,• SECURE EXISTING CLOSET in 1 .. the dlenM Ol Glalpeq NgAY vvK SANITARY FROM TOILET DOOR TO—1'OPERABLE 9 v "�-'- EX'G I '> l ; '$ 4 '*' zo EX'G. mane»oawnma aci�ltlecn Kcml�e _ / HALL J 4 - i P ® tCLOSET W/131 vAB vnitlMwCNtlacurtrenls g .�. .,i_ : NEW i'6TUD WALL ' t w FIKED BDRM1 IW hSIIlmenis amY Bla Arc%B twB ml 1 _ C O P 6HELVES. }a CL na pelwmN uoaao ra am amwge. 4�,' H-tl• r 1 .1-s-7• a^ - BATH I naF„a Ic.cowed ma!elr,< ADJUST TOFIELD 1' ) 4_ •I�" '.; ' W 1T3 < r l f2 I CONDITIONS 1w 1 WV j R 1Y 1 REVISIONS CHIMNEY 1 ._ % D 1 PERMIT SET NEW A'BTUD WALL I MICRO WAVE i \ , EXISTING FINISH DIM.---------- COMM.NUMBER DATE ASE OR DUCT n CHING FNDCONG ITTO ° N CO NER I MED.DENSITY CLOSED CELL J ENLARGED PLAN BATHROOM 1 N 1201,02.1 NOV.30.2U12 N SECOND FL CO IATTTO NEW TERTOPRY, DRAWN BV CHECKED BY ORK ' SECOND FLOOR/ATTIC SHEL INGTOP AND EXISTING WALL NEW SPRAY FOAM INSULATION CALE:72' = 7'A' IN E%(STING FRAMING A6 sN ® NEW COUNTERTOP :. i a-�, fDG DJF a A6 ON EX'O CABINET6 - INTERIOR DETAILS s KITCHEN REMODEL PLAN N Q ENLARGED PLAN BATHROOM 2 N 'r, SEE SHEETA5 FOR PLUMBING FIXTURE Ab A6 SCALE:I2 = 1.0 Ag -ALE.72 - r-0 AND TOILET ACCESSORIES SCHEDULE. PLUMBING SYSTEMS NOTES HVAC SYSTEMS NOTES -- = -- --- --- GENERAL NOTES E A. REMOVE EXISTING FIXTURES PER ARCHITECTURAL PLANS. A. REMOVE EXISTING HOT WATER HEATING SYSTEM INCLUDING F A. PROVIDE A PROPOSAL FOR SERVICES TO GENERAL REMOVE ASSOCIATED EXTRANEOUS PIPING AND CAP AT BOILER,PUMP,PIPING AND TERMINAL HEATING DEVICES "1OC NEW CHASE FROM BELOW. CONTRACTOR IN ACCORDANCE WITH REQUEST FORFIRST ACTIVE MAIN. __B. REMOVE ANY UNUSED EXHAUST FANS AND DUCTWORK. DRAWINSEE I7ECTURAL PROPOSALZ S. REMOVE ANY UNUSED OR ABANDONED PIPING. _ -�'---- -- -C. SIZE AND PROVIDE TWO NEW HIGH EFFICIENCY NATURAL _� I B. COMPLY WITH ALL 2009 IRC,MASSACHUSETTS C. PLUMBING SYSTEMS TOR THE NEW ADDITION AND GAS FURNACES WITH MATCHED CONDENSING UNITS AND -- "-- -- -I - AMENDMENTS AND OTHER APPLICABLE LOCAL,STATE AND N w v RENOVATIONS WILL BE SERVED FROM THE EXISTING EVAPORATOR COILS. EQUIPMENT REQUIREMENTS - EF FEDERAL MECHANICAL,PLUMBING,BUILDING AND ENERGY N Ly '�(rI,'��1>''A'I . r CODE REGULATIONS FOR RESIDENTIAL CONSTRUCTION. - W J SERVICES. FURNACES LLL � --.._ EXHAUST FAN DUCT OUT WALL C. PROVIDE REQUIRED DOCUMENTS TO OBTAIN A PERMIT FOR Q L.I"I c 0. .REFER TO THE ARCHITECTURAL DRAWINGS FOR A FIXTURE -------'--'-""'---"' eATHs MECHANICAL AND PLUMBING WORK AS REQUIRED FROM SCHEDULE. - CONDENSING TYPE WITH PIPED PVC COMBUSTION __ _._ -. __O _Z AIR AND VENTING THRU WALL(ADDITION)OR eEORornsa - THE AUTHORITY HAVING JURISDICTION(AHJ). O E. DOMESTIC WATER THROUGH EXISTING CHIMNEY FLUE(EXISTING SPACE) 0. DOCUMENTS SHALL INCLUDE PROFESSIONAL OR AND APPROVED TERMINATIONS _. ._.. ._.. ._ ._. - __ ._ __. ._ ---- RECOGNIZED DESIGN SEAL E REQUIRED. PROFESSIONAL .Z DOMESTIC WATER WILL RE. TENDED FROM THE EXISTINGCOL 98%MINIMUM AFUE E INCLUDE PAYMENT OF ALL PERMIT PREPARATION,PERMIT W SERVICE TO NEW FIXTURES. EXTEND NEW HOT AND COLD - WATER UP THRU FIRST BOOR TO SERVE THE NEW __�'=-_- - .am Q SECOND F100R BATHROOM. EXTEND WATER FROM THE - lTNO STAGE HEALING FEES AND INSPECTION FEES IN PROPOSAL FOR SERVICES �u( � EXISTING WATER SERVICE INTO THE NEW ADDITION THRU - --- F. ALL WORK SHALL BE PERFORMED BY LICENSED W THE BASEMENT TO SERVE FIXTURES IN THE ADDITION. - MULTIPLE SPEED ECM BLOWER .ac --'-- CONTRACTORS,SUBCONTRACTORS AND INDIVIDUALS DISTRIBUTION PIPING SHALL BE RUN THRU THE BASEMENT - - O W LEVEL AS HIGH AS POSSIBLE AND RISE THRU THE FLOOR - ALUMINIZED STEEL HEAT EXCHANGER WITH INDUCED ________ ____—_ G. COORDINATE ALL WORK WITH OTHER CONTRACTORS, - H TO SERVE FIXTURES ON THE FIRST FLOOR. PROVIDE 2 DRAFT FAN - �- SECOND FLOOR PLAN E*7 SUBCONTRACTORS AND EXISTING CONDITIONS. FREEZE-PROOF HOSE BIBS ON THE ADDITION. EACH H. COORDINATE AND OBTAIN APPROVAL FROM ARCHITECT FOR PVC DRAIN PIPE TO FLOOR DRAIN FIXTURE SHALL BE SYSTEM SHALL PROVIDED WITH A SUPPLY STOP OR - - SCALE:1/8"=1'-0" W U ALL MAliJ21AL5/EQUIPMENT,FINISHES,ETC.BEFORE BALL NAIVES. $YS1EM SHALL BE RUN TO ALLOW - 10 YEAR WARRANTY EXHAUST FAN INSTALLATION. PREPARE AND SUBMIT SHOP DRAWINGS. Ly C COMPLETE DRAIN DOWN AT THE SERVICE ENTRANCE PROVIDE DRAIN VALVE AT THE LOW POINT OF THE EQUAL TO CARRIER 59TP5 UP 7HRU ROOF I. COORDINATE LOCATION OF ALL EXPOSED DEVICES, u- Q C c SYSTEM. FIXTURES,ETC.WITH ARCHITECT BEFORE ROUGH IN. N=O DOMESTIC WATER PIPING SHALL BE TYPE"L"COPPER WITH FILTERS - g x 95-5 SOLDER JOINTS. _ - J. QUALITY WORKMANSHIP SHALL BE PROVIDED THRWGHOUT RETURN AIR NEAR FURNACE,INCLUDES 1"OR 2" - (nU) - INSTALLATION OF ALL SYSTEMS.PIPING,CONDUIT,ETC. Z�Z NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY MERV 8 PREFILTER AND 6"MERV 13 MAIN FILTER M46TER EF 41 SHALL BE ADEQUATELY AND PROPERLY SUPPORTED, `O O 0 TESTED AT 125 PSI FOR 6 HOURS AT THE LOW POINT IN BFDR0041 ORGANIZED NEATLY TOGETHER,AND FOLLOW BUILDING THE SYSTEM. EVAPORATOR COILS O anm GEOMETRY.NEW DOMESTIC WATER PIPING SHALL BE DISINFECTED BY A - CASED A COIL,COPPER TUBE WITH ALUMINUM FIN K. PROVIDE SIGNED INSPECTION APPROVALS INDICATING AHJ Q HAS ACCEPTED ALL WORK. LO COMPANY OR PERSONNEL REGULARLY ENGAGED IN THE PERFORMANCE OF THIS SERVICE. - THERMOSTATIC EXPANSION VALVE - DOMESTIC WATER PIPING SHALL BE INSULATED WITH - LINE SETS O FACTORY MOLDED TUBULAR FIBERGLASS WITH AN ALL SERVICE JACKET AND INTEGRAL VAPOR BARRIER. ALL - PVC TRAPPED CONDENSATE TO FLOOR DRAIN JOINTS SHALL BE SEALED. INSULATION SHALL BE I" - W Lu THICK,EXCEPT FOR COLD WATER PIPING 1.5"AND CONDENSING UNITS _ SMALLER WHICH SHALL BE 0.5"THICK. — ENVIRONMENTAL REFRIGERANT - - DOMESTIC WATER VALVES 2"AND SMALLER SHALL BE •' _ - uj - - 2-PIECE,NON-REPAIRABLE BALL TYPE 150 W.S.P., - SCROLL COMPRESSOR WITH SOUND BLANKET c - - TWO-PIECE BRONZE BODY,SCREWED ENDS,CHROME l ❑ Y w PLATED BRONZE BALL AND BRONZE STEM,TFE SEAT AND - COPPER/ALUMINUM COIL WITH GUARD L O - U SEAL,HANDLE.NISCO T-580-70 AND T-585-70 OR APPROVED EQUAL - $MALL FOOTPRINT SINE WASHER UTILITY U O eEDit00M2 gTCHEN dMNO ROOM B Q F. DOMESTIC WATER HEATING - - 10 YEAR WARRANTY AN.DROP CHASE OEE WATER S FLOOR AR Lu C Cn ROM THE WATER HEATER IN THE EXISTING BASEMENT SHALL BE - EQUAL TO CARRIER 38 HDR , - �- CH DRWG3. - Q O LLJ MAINTAINED AND SERVE THE EXISTING HOUSE AREA. \ / U C PROVIDE A NEW DOMESTIC WATER HEATER IN THE - SET ON COMPACTED SOIL AND CONCRETE PADS. ADDITION BASEMENT TO SERVE THE FIXTURES IN THE EXHAUST FAN 8nTM O Q ❑ MASTER BATHROOM. THE NEW WATER HEATER SHALL BE THERMOSTAT DUCT IN SOFFIT t Iwi C GARAGE Q A HIGH EFFICIENCY GAS FIRED NEATER WITH SIDEWALL AND OUT WALL AIR/VENT UP - VENTING AND AIR INTAKE - 2 STAGE HEATING,1 STAGE COOLING a IN CHIMNEY WATER FROM DROP DRYER VENT O O G SANITARY LLJ - FAN-OFF-AUTO SWITCH 0.75"HOT WATER SHWR/LAV. r-= cc QYQ THE EXISTING SANITARY SEWER(EAVES THE HOUSE ON UP IN CHASE ❑ G 7 HEATING-COOLING-AUTO-OFF SWATCH LmNo aooee THE WEST SIDE EXTEND SANITARY UP THRU FIRST FLOOR ❑ TO SERVE THE NEW SECOND FLOOR BATHROOM. PROVIDE eeoRooMt Q NEW SANITARY MAIN FROM ADDITION AROUND THE _ 7 DAY PROGRAMMABLE QI- EXISTING HOUSE AND CONNECT TO THE EXISTING D. EXTEND GALVANIZED SHEET METAL SUPPLY AND RETURN 9 SANITARY SEWER MAIN LEAVING THE EXISTING HOUSE DUCTS FOR HVAC DISTRIBUTION. UNITS SHALL PROVIDE CL OVER (� PROVIDE A FLOOR DRAIN IN THE ADDITION BASEMENT- SUPPLY AND RETURN AIR TO EACH SPACE,INCLUDING _ FLOOR TO SERVE AS A DRAIN FOR THE CONDENSATE FOR BASEMENT. BATHROOMS DO NOT REQUIRE RETURN AIR - THE FURNACE AND RELIEF VALVE FOR THE WATER DUCTS FIRST FLOOR DUCTS SHALL BE RUN IN THE FIRST FLOOR.PLAN HEATER. PROVIDETHE A SMALL SIMPLEX SEWAGE EJECTOR O .BASEMENT AND CRAWL SPACES,MAKING USE OF.JOIST qz THE FLOOR OF THE BASEMENT TO PUMP THE WASTE FROM SPACES WHERE POSSIBLE TO MAINTAIN BASEMENT THE FLOOR DRAIN INTO THE NEW WASTE LINE. CLEARANCES. FOR SECOND FLOOR SPACES,DUCTS SHALL SCALE:1/8"=1'-0"- BE ROUTED UP THROUGH A NEW CHASE PROVIDED NEAR SANITARY PIPING SHALL BE SCHEDULE 40 PVC. THE CHIMNEY. COORDINATE WITH OTHER SERVICES; REFER TO ARCHITECTURAL PLANS. SECOND FLOOR DUCTS SHALL J o H. NATURAL GAS BE.ROUTED IN ATTIC ABOVE. DUCTS WILL RUN ABOVE - DISCONNECT THE GAS TO THE EXISTING BOILER. ATTIC INSULATION. PROVIDE ADDITIONAL DUCT I .9 { RECONNECT GAS TO THE NEW FURNACE IN THE BASEMENT ,INSULATION. SEAL PENETRATIONS THROUGH CEIUNG ' ��' - - Y _ OF THE EXISTING HOUSE.. EXTEND GAS FROM THE - I - O - EXISTING BASEMENT INTO THE NEW ADDITION AND E. BATHROOM EXHAUST FANS ARE PROVIDED BY - z . CONNECT THE NEW FURNACE AND WATER HEATER ELECTRICAL CONTRACTOR. ROUTE TO WALL LOUVER/OR I I O ROOF VENTILATOR HEAD POINTS A SHOWN ON THE J NATURAL GAS PIPING SHALL BE SCHED.40 BUCK STEEL DRAWINGS. VERIFY BACKDRAFT DAMPERS ARE PROVIDED I L__ ___ __ � W g R -. PIPE(ASTM A 53/A 53M),TYPE E OR S,GRADE B.N91H VATIi FAN AND PROVIDE IF NEEDED. PROVIDE CLOTHES NEW t. - ��__ __�:� _____ ,ti g DRYER VENT FLEXIBLE/HARD DUCT THROUGH WALL WITH MALLEABLE IRON THREADED FITTINGS FITTINGS (ASTM Clow DRYER DISCHARGE WALL VENT. SANITARY CLEANOUT I - -, I rn 150),OR WROUGHT-STEEL WELDED flTTINGS(ASTM A � I z m zyy I'I Izl 3 c F DECK ABOVE (CONNECT EXHAUST FROM F J L' J EXIST:DO EXHAUST EXHAUST -- �RANGE. EXTEND DUCT TO these tl�es tOnd an Items depicted OUTSIDE BELOW DECK L , (FURNACE NEW FLOOR ;I ~'�I 1 I NEW CONDENSING - ���I N, Inv.,n ',. I r (COI aslfl ffhg9 or DRAIN I UNITS-COMPACT SSIprlplS I may not be _ NEW SEWAGE' I I SOIL AND SET ON dorc .IneeaadOmOe -- EJECTOR I CONCRETE PADS vrtllteu OonSenip��lVchttecl. TIE IN E%1ST.BOILER N.: ' I -...-_ _ __T �'°n ap ee 'wlu°�roltlan s1 hft SANITARY ® TO BE -------- J - I tlocumenh aItl msinanents prW me _ REMOVED (NEW WATER -_- I AlWt dawmul arogt be personoW Noble HEATER I wfie<eOye.hprm or bss �ry uc .eoa, WATER HEATER ' I O4 L_J EW VENT AND INTAKE PVWKXus I PERMIT SET EXIST.SANITARY FURNACE ' TO REMAIN y—CHAS �t ABO I EXIST.WATER TO REMAIN tuismr WATER HEATER TO REMAIN COMM.NUMBER 047E awvnsWLE ' I 1201,02.1 NOV.30.2012 L T i I DRAWN BY CHECIO:DBY __ I I I RS MN r— - L------------- FLOOR PLANS - BASEMENT FLOOR PLAN SCALE:1!8"=1'-0" NOTES-CIRCUITRY& GENERAL NOTES GENERAL GENERAL NOTES-SWITCHING SPECIFICATIONS ELECTRICAL LEGEND M E DEVICES Ec ELECTRICAL CONTRACTOR A. PROVIDE A PROPOSAL FOR SERVICES TO THE GENERAL 1 SERVE ALL DEVICE BRANCH CIRCUITS FROM 20 AMP 1. COORDINATE DEVICE COLORS WITH ARCHITECT; AS I. ALL CONDUCTORS WILL,SE COPPER IN CONDUIT(1/2" N S CONTRACTOR IN ACCORDANCE WITH REQUEST FOR BREAKERS IN NEW PANEL Pt; UTILIZE ARC FAULT COORDINATED THROUGH GENERAL CONTRACTOR. MINIMUM SIZE)OR APPROVED WIRING METHOD UTILIZING GC GENERAL CONTRACTOR ( ) asp.� PROPOSAL. CIRCUIT INTERRUPTER TYPE BREAKERS.AS TYPE'AC'OR'MC'CABLE OR'NM'CABLE AS ACCEPTABLE `-� n G ry1 B. COMPLY WITH ALL 2009 IRC,MASSACHUSETTS APPLICABLE. 2. PROVIDE DIMMERS(STANDARD OR 3 POLE TYPE AS ES EQUIPMENT SUPPLIER t+I g AMENDMENTS AND OTHER APPLICABLE LOCAL,STATE AND APPLICABLE)FOR ALL INCANDESCENT FIXTURES. REQTO AUTHORITY HAVING JURISDICTION.WHERE CONDUIT IS z 2. PROVIDE DEDICATED 15 AMP OR 20 AMP CIRCUITS USEUSCH. 40 PVC ORIRED TO BE D RIGID OGALV.CONDUUIT SHALL IT EINTEXTERIOR MM MOUNTING HEIGHT C/3 w v o FEDERAL ELECTRICAL(2011 NEC),BUILDING AND ENERGY AS NOTED. 3. DIMMERS SHALL BE AS NOTED.MULTIPLE DIMMERS IN A N Z'•.•- CODE REGULATIONS FOR RESIDENTIAL CONSTRUCTION. SINGLE LOCATION SHALL BE MOUNTED WITH A COMMON LOCATIONS.PROVIDE DEDICATED NEUTRALS FOR ALL S SURFACE MOUNTED BRANCH CIRCUITS. PROVIDE A GREEN,INSULATED ='^ C. PROVIDE REQUIRED DOCUMENTS TO OBTAIN A PERMIT FOR 3. SERVE MAXIMUM SIX GENERAL PURPOSE MULTI GANG CO RECEN TE. DIMMERS SHALL BE RATED AT H W m - ELECTRICAL WORK AS REQUIRED FROM THE AUTHORITY RECEPTACLES FROM A 20 AMP BRANCH CIRCUIT. MINIMUM 750 PRECENT OF NAMEPLATE CONNECTED GROUND WIRE IN ALL BRANCH CIRCUIT WIRING AND CABLE. � NOTE SYMBOL-APPLIES ONLY TO SHEET ON WHICH f3 W • HAVING JURISDICTION(AHJ). 4. CIRCUITS SHALL SERVE ONLY DEVICES IN A SINGLE FIXTURE LOAD. 2. ALL CIRCUITS 20A(#12 AWG)EXCEPT 15 AMP CIRCUITS O NOTE IS SHOWN. ' ` z D. DOCUMENTS SHALL INCLUDE PROFESSIONAL OR ROOM AND SHALL NOT SERVE DEVICES IN MULTIPLE 4. DIMMERS FOR LOW VOLTAGE FIXTURES SHALL BE (S14 AWG)WHERE SPECIFICALLY NOTED. --__ LJ ROOMS. - ITEM TO BE REMOVED V COMPATIBLE WITH ELECTRONIC OR MAGNETIC POWER O z RECOGNIZED DESIGN SEAL IF REQUIRED. SUPPLIES AS APPUCABLE TO EACH FIXTURE TYPE. 3. REMOVE ALL FIXTURES,OUTLETS,I DEVICES,EQUIPMENT, 5. IN AMP AND LI AMP BRANCH CIRCUITS SHALL BE CONDUIT,CONDUCTORS,ETC.WHICH ARE NOT ACTIVE E. INCLUDE PAYMENT OF ALL PERMIT PREPARATION,PERMIT INSTALLED UTILIZING TYPE"NM"CABLE OR TYPE 5. ANY DAMAGED REMAINING EXISTING SWITCHES SHALL BE AFTER REMODELING EXISTING ITEM TO REMAIN W FEES AND INSPECTION FEES IN PROPOSAL FOR SERVICES. "AC"OR"MC"CABLE WITHIN REQUIREMENTS AS REPLACED. 4. ALL NEW WIRING DEVICES AND COVERPLATES SHALL BE EQUIPMENT REFERENCE SYMBOL.. ELECTRICAL � F. ALL WORK SHALL BE PERFORMED BY LICENSED PERMITTED BY NEC AND ARC-FLASH GRDIT WRITE COLOR. E1 CONNECTION REQUIRED 66 % CONTRACTORS,SUBCONTRACTORS AND INDIVIDUALS. INTERUPTOR WIRING REQUIREMENTS IN 2011 N.E.C. l! G. COORDINATE ALL WORK WITH OTHER CONTRACTORS, 6. ANY ACTIVE REMAINING BRANCH CIRCUIT WIRING - e ELECTRICAL CONNECTION REQUIRED UI L u SUBCONTRACTORS AND EXISTING CONDITIONS. - WHICH DOES NOT CONTAIN A GROUNDING FAN SCHEDULE Q ~ CONDUCTOR SHALL BE REPLACED WITH NEW WIRING H1 B LIGHTING FI%TURF; CAPITAL LETTER DENOTES O FIXTURE TYPE. LOWER CASE LETTER DENOTES H. COORDINATE AND OBTAIN APPROVAL FROM ARCHITECT FOR WHICH INCLUDES A GROUND CONDUCTOR. o b SWITCHING ARRANGEMENT. U ALL MATERIALS/EOUIPMENT.AN FINISHES,ETC.BEFORE EFl EXHAUST FAN WITH HEATER,LIGHT,AND NIGHT LIGHT INSTALLATION.PREPARE AND SUBMIT SHOP DRAWINGS 7• COORDINATE DEVICE COLORS WITH ARCHITECT; AS FURNISHED AND INSTALLED BY E.C.RECESS MOUNT IN ® CONSTRUCTION NOTES -E- EXISTING WARE&CONDUIT. WLN w COORDINATED THROUGH GENERAL CONTRACTOR. CEILING.GROAN'ULTRA SILENT'SERIES MODEL QTX100HL � � > v I. CAREFULLY CUT AND PATCH EXISTING WALLS WHERE WITH 4-FUNCTION WALL LIGHT/HEATER/FAN CONTROL 1. EXISTG ROOM RECEPTACLE BRANCH CIRCUIT SHALL BE A-162 EACH ARROWHEAD REPRESENTS ONE COMPLETE Ll Q 4 ry O REQUIRED TO FISH WALLS TO ADD DEVICES AND WIRING SWITCH.COORDINATE EXACT LOCATION WITH ARCHITECT _ TO MINIMIZE ANY REQUIRED PATCHING. MODIFIED TO COMPLY WITH NEC ARTICLE 21 RE ER CIRCUIT;.CAPITAL.LETTER DENOTES PANEL; NUMBER ry PRIOR TO ROUGH-IN. PROTECTION BY FEEDING FROM AFCI TYPERECEPTACLE BREAKER IN DENOTES CIRCUIT. O J. COORDINATE LOCATION C ALL EXPOSED DEVICES, NEW PANEL OR BY REPLACING FIRST RECEPTACLE IN TI WIRE&CONDUIT IN WALL OR ABOVE CEILING. Z FIXTURES,ETC.WITH ARCHITECT BEFORE ROUGH IN: CIRCUIT WITH AFCI TYPE RECEPTACLE OF SAME RATING. - z ____ °Oo K. QUALITY WORKMANSHIP SHALL BE PROVIDED THROUGHOUT 2. INSTALL NEW RECEPTACLE RECESSED IN WALL AT HEIGHT - WARE&CONDUIT IN OR BELOW SLAB OR BELOW. N a an INSTALLATION OF ALL SYSTEMS.PIPING,CONDUIT,ETC. 30 TO MATCH E%ISTING AND SERVE FROM EXISTING ROOM GRADE. SHALL BE ADEQUATELY AND PROPERLY SUPPORTED, - RECEPTACLE CIRCUIT NTH ALL NEW WIRING RECESSED JUNCTION BOX. ORGANIZED NEATLY TOGETHER,AND FOLLOW BUILDING INSIDE WALL Q J .TELEVISION OUTLET BOX WITH BLANK COVER AT 1n F GF GEOMETRY. o 3. Ju i DASHED SYMBOL INDICATES THAT PARTICULAR 13 RECEPTACLE HEIGHT; STUB CONDUIT OUT IN BASEMENT IN OUTLET OR DEVICE TO BE REMOVED AND CIRCUITRY 10 L PROVIDE SIGNED INSPECTION APPROVALS INDICATING AHJ L ACCESSIBLE LOCATION. HAS ACCEPTED ALL WORK. /n\(TYP) MADE CONTINUOUS WHERE REWIRED. 0p \J F7 4. SERVE RECEPTACLES FROM NEW 20A ARC FAULTY ❑❑E EXISTING OUTLET OR DEVICE TO REMAIN,MAINTAIN M. SECURITY SYSTEM WORK TO BE PERFORMED BY OTHERS.- - F / PROTECTED BRANC CIRCUIT; MAXIMUM 6 DEVICES PER 4P EXISTING CIRCUITRY. W- EC TO COORDINATE ROUGH-.IN REQUIREMENTS 31 3 9 - CIRCUIT. I5A-125V SINGLE RECEP7AClE,NEMA 5-15R 18' � 1 MASTER fl EF1 1 F 5. DRYER RECEPTACLE 42'AFF; - 240//120V-1PHASE 3 d) M,H.). ( QLd \ BEDROOM WL G ° WIRE NEMA L14-30R.(3-08: 1-010 GRID. _ .W D 15A-125V DUPLEX RECEPTACLE,NEMA 5-15R(18" C it MA E 6. SERVE SINGLE RECEPTACLE FROM NEW 15 AMP DEDICATED M.H.).D=DOUBLE DUPLEX 0 Y B T GF BRANCH CIRCUIT. _ O / ® �•! 0 - 31 7. INSTALL CEILING FAN CONTROLLER FURNISHED WITH FAN SPECIAL PURPOSE RECEPTACLE. REFER TO NOTE ON PLAN. - U -- AND WIRE TO FAN/UCT/HEAIER PER VENDOR 'DIRECTIONS - 15A-125V DOUBLE DUPLEX RECEPTACLE. NEMA � Lr N COORDINATE LOCATION F1 fl - Ft 8. NEW SWITCH TO CONTROL EXISTING FIXTURE. 5-15R,(18"M.H.)TWO-GANG ASSEMBLY. Q O W - TO ROUWTH�ERNPRIOR 3T 72 30 10" ` 7 g. SERVE FROM DEDICATED 20 AMP 120 VOLT CIRCUIT. 4D 15A-125V DUPLEX RECEPTACLE,NEMA 5-15R.(46" U M.H.). D=DOUBLE DUPLEX O Q Q S7 3 GF 10. SERVE INDICATED RECEPTACLES FROM NEW 20 AMP Si DEDICATED BRANCH CIRCUIT. NTH B 5V SPLIT DUPLEX RECEPTACLE,NEMA WITCH ^ WITH BOTTOM OUTLET CONTROLLED BY WALL SWITCH Z SCJ 11. INSTALL GFCI RECEPTACLE AND TV OUTLET BOX 6"BELOW (18"M.H,), ' - Ft CEILING LEveL � � � � w ®(T�) i&fF 15A-125V DUPLEX RECEPTACLE,NEMA 5-15R.WITH H- Y GF 12. RECEPTACLE AND TV OUTLET OUTLET BOX 46"A FOR WALL ® GROUND FAULT CIRCUIT INTERRUPTER(18"M.H.). 0 MOUNT FLAT SCREEN TN, CONFIRM HEIGHT PRIOR TO C D WP/GF ROUGH IN. 8dP/GF 15A-125V WEATHERPROOF DUPLEX RECEPTACLE, Q Q D. 13. TELEPHONE OUTLET BOX WITH BLANK COVER AT 4V NEMA 5-150R,WITH GROUND FAULT CIRCUIT y - F7 FI Fi UNIT RECEPTACLE HEIGHT; STUB CONDUIT OUT IN BASEMENT IN INTERRUPTER(18"M.H.),WITH HUBBELL#WP26M C ACCESSIBLE LOCATION. CAST ALUMINUM"WHILE-IN-USE"COVER. U EX.DISHWASHER _ LOSE 14. REFER TO DIAGRAM ON SHEET E2 r SINGLE POLE WALL SWITCH(46"M.H.). CV EX.COMPACTOR E 4 1 fl 15. NEW RECESSED® ® FIXTURE INSTALLED IN LOCATION OF T2 TWO POLE WALL SWITCH(46"M.H.). 1 -- - Ft TYP. COND. EXISTING RECESSED FIXTURE TO BE REMOVED. f 7 16. CONNECT 120 VOLT SUPPLY TO EXISTING EXHAUST FAN IN T3 THREE-WAY WALL SWITCH(46"M.H.). E I R" E I E E h E O ��,, - ALL flhh F7 RANGE. T4 FOUR-WAY WALL SWITCH(46"M.H.). J FIR 17. REPLACE WITH NEW GFCI TYPE RECEPTACLE CONNECTED a _ 13 I F1 FIR FIR 3 - GF TO EXISTING SUPPLY BRANCH CIRCUIT. SWITCH NTH NEC PILOT LIGHT. ONE-GANG _J 0 E O O .1_ 15 15 J 16 fl fl FI All - 18. SWITCH CONTROLS EXISTING POLE LIGHT FIXTURE; EXISTING TO ASSEMBLY(46"M.H.). Y O 1 POLE UGHT FIXTURE TOBE REPLACED NTH NEW AND U) w OFFICE( 21 2 1 O ® RECONNECTED TO EXIS71NO SWITCLEG WRING.REFER TO LIGHTING DIMMER SWITCH WITH PRESET CONTROL z 0 BEDROOM E KIT HE DINING ROOM © 4 SITE PLAN FOR LOCATION. TD INDICATED 1000 WATT DIMMER UNLESS OTHERWISE ERWI LIGHTING J Q" 15 E/R 3 19. DOWN TO SWITCH AND FIXTURES IN BASEMENT. - 30 LOAD AND BE LUTRON NOVA T-STAR SUDE TYPE. ^W O- 1 F1 E fl FIR 3 KI 20.- NEW SWITCH RECESSED IN WALL AND WIRED TO CONTROL _ TR SWITCH WITH RECEPTACLE(46"M.H.)STANDARD 1 V LL Og - E 10 B E 1 F7 Ft 32 Al7 AlAj NP/GF ONE OUTLET IN NEW DUPLEX RECEPTACLES AS.INDICATED.. TWO-GANG ASSEMBLY OF SWITCH AND RECEPTACLE. m 9 5 GF 21. ONE OUTLET IN DUPLEX RECEPTACLE CONTROLLED VIA TH HP RATED WALL SWITCH(46"M.H.). m 2 i GF NEW SWITCH AT DOOR. z D 3 GH b WL C © ® 8 22. 3 EMPTY 1.5"CONDUITS UP NTH PULLSTRINCS TO fl` DISCONNECT SWITCH. Q 0.2 GF LASE DR 19 SECOND FLOOR ATTIC AND DOWN INTO BASEMENT FOR ©F7 52 FUTURE USE, CABLE TV OUTLET BOX(SINGLE'GANG BOX)18'AFF " * 3 FL 5 WITH 0.75"C.TO ACCESSIBLE LOCATION. :D3 O ® • EQ 1 �T7Jp,� 23. REMOVE EXISTING OUTLETS IN STAIRWELL FOR RANGE, di Q E E E 24 RECEPTACLE GF GARAGE MICROWAVE OVEN,AND N ELECTRIC MOTOR. NE COOLER. UNIT HEATER-FURNISHED WITH INTEGRAL DISC. _7 Co E _ SWITCH.EC TO MAKE SUPPLY CONNECTION. ----- 10 -- MANTLE ® . AT CEILING FOR DOOR OPERATOR. U© ® - OF 25. RECEPTACLE FOR MICROWAVE OVEN ON SHELF 60"AFF.; CIRCUIT BREAKER PANEL,FLUSH MOUNTED. them des�ssand ouliems L CL E REFER TO ARCHITECTURAL DRAWINGS. el vm8l an 2 Al Al 26. RECEPTACLE 18"AFF INSIDE CABINETRY FOR NNE lw TELEPHONE OUTLET(18"M.H.EXCEPT WHEN r N,asirsh nlspof o emlor1al mmm may not be E O2 Pw O7 E �T-. 1©NEW ELECTRIC METER - COOLER. SUBSCRIPT LETTER IS SHOWN,"W INDICATES 46- (ROD in an;wq,, �`� ® '�\•ILJ M.H.,.'P'INDICATES 48'M.H.), SINGLE GANG � 1 t.Ary 27. ELECTRIC OVEN-PROVIDE 30 AMP 240 VOLT OUTLET BOX WITH BLANK COVERPLATE.STUB AN vAfflan ctom ^ade of the ha Aith RECEPTACLE OR OUTLET BOX FOR DIRECT CONNECTION EMPTY 3/4'DASHED CONDUIT OUT ABOVE WmteTapp fowl wlllwoallSoh doaUmenis arci^SM1U^%?rddly hie E - (AS COORDINATED NTH OVEN PROVIDED)AND SERVE ACCESSIBLE CEILING LOCATION OR IN ATTIC. iwlrot ba persMmly Gable , E LIVING ROOM \ FROM 30A/2P BREAKER.(3-@8; 1-810 GRD.). SD CEILING MOUNTED SMOKE DETECTOR-120VAC TYPE torMdamoge,lnv^or bss WITH INTEGRAL BACK-UP BATTERY.ALL DEVICES �'^^�e�reebaly' 28. PROVIDE 240 VOLT SUPPLY CIRCUIT AND WEATHERPROOF WITHIN DWEW NG UNIT SHALL BE INTERCONNECTED REVISIONS DISCONNECT SWITCH PER INSTALLATION SPECIFICATIONS PERMIT SET 2 21 BEDROOM'I SUCH THAT ACTIVATION OF ANY ONE ALARM WILL Oj O 3 E Q E ` 29. REMOVE EXISTING POST LIGHT AND INSTALL NEW POLE ACTIVATE ALARM IN ALL DETECTORS; PER MASS iitl F MGL C148 S.26F, Q -- ��-- - uL - 1 K7 K1 LIGHT WITHEXISTING SUPPLY SWITCHLEG R M CEILING MOUNTED CARBON MONOXIDE DETECTOR 30. MAKE 120 VOLT DEDICATED ORCUIT SUPPLY CONNECTION COMPLIANT WTI UL 2034- 120VAC TYPE NTH CL YER \ DWELLING UNIT SHALL BE INTERCONNECTED SUCH 1201021 NOV 30 2012 ' E TO WHIRLPOOL TUB PER SUPPLIERS DIRECTION. INTEGRAL COMM.NUMBER OAIE THAT ACTIVATION OF ANY ALARM WILL/ 3E ` 31. LOCATE FIXTURES IN FLAT CEILING. ACTIVATE ALARM IN ALL DETECTORS PER MASS.MGL pgAyypl BY CHECKED BY 32. PROVIDE OUTLET BOX FOR MIRROR BRACKET AND MAKE C148 S. 26F. 14 NEW UNDERGROUND 120 VOLT POWER.CONNECTION; REFER TO ARCHITECTURAL DC MPM ELECTRIC SERVICE DRAWINGS FOR LOCATION. ® CEIUNG MOUNTED HEAT DETECTOR-120VAC TYPE NTH INTEGRAL BACK-UP BATTERY PER MASS.MGL I 33. RELOCATE EXISTING CHANDELIER OUTLET BOX OR PROVIDE C148 S.26F. FIRST FLOOR PLAN ---.--.--- �-"--NEW"PL"POST 9 / NEW TYPE"Ft'DOWNUGHT TO REPLACE; COORDINATE - - LIGHT FIXTURE © yy NTH ARCHITECT FOR FINAL DIRECTION PRIOR TO START I OF WORK. FIRST FLOOR PLAN ®Z El SCALE:1/4"=1'-O" LIOHTING,FIXTURE SCHEDULE,x :` , N .,.'.:..�Y! ..ram;; r ).� ...: s, w_x. :, <{ °,:rt:. LAMPS ( TRIM COLOR MOUNTING 912E ® CONSTRUCTION NOTES s QUANTITY S-SURFACE 1. ALL RECEPTACLES AND WIRING IN THIS ROOM TO BE rn REMOVED AND REPLACED AND SERVED FROM NEW BRANCH R-RECESSED CIRCUITS TO COMPLY WITH NEC ARTICLE 210.12 AFCI U in SM-STEMMTD. PROTECTION BY FEEDING FROM AFCI TYPE BREAKER IN z N r NEW PANEL OR BY PROVIDING FIRST RECEPTACLE IN Wra-WALL MTD. o CIRCUITS WTH AFCI TYPE RECEPTACLE OF 20 AMP RATING N (J) z^o oo W F C-CHAIN MTO. g AND USING SUITABLE WIRING METHODS PER NEC. W QV = c w F o W UC-UNDER CAB o w 2. INSTALL NEW RECEPTACLE RECESSED IN WALL AT HEIGHT W w o a w TO MATCH EXISTING AND SERVE FROM EXISTING ROOM Q W -I w ¢j CS-CLG.SURF. F o RECEPTACLE CIRCUIT WITH ALL NEW WIRING RECESSED z w o INSIDE WALL. w t 3 G.E.LAMP CATALOG NO. MANUFACTURER&CATALOG NO. DIFFUSING MEDIA g < m w 3. TELEVISION OUTLET BOX WITH BLANK COVER AT O Al 2 32 F032TSSP35 120 UTHONIA SB-232-120-GEBIOIS WRAPAROUND LENS S 9 48 3 N z RECEPTACLE HEIGHT; STUB CONDUIT OUT IN ATTIC IN ACCESSIBLE LOCATION. � W A2 2 17 F017T8SP35 120 UTHONIA SB-217-120-GEBIOIS WRAPAROUND LENS • CS 9 24 3 4, SERVE RECEPTACLES FROM NEW 20A ARC FAULT PROTECTED BRANCH CIRCUITS; MAXIMUM 6 DEVICES PER 6u( F1 1 65 65SR30-FL 120 UTHONIA LS IC HOUSING/502AZ TRIM SPECULAR CLEAR REFLECTOR/WHITE TRIM RING • R-CEILING 5.5 DIA 7.5 1 CIRCUIT. W / \ Ft-R 1 65 65SR30-FL 120 UTHONIA L5R IC HOUSING/502AZ TRIM SPECULAR CLEAR REFLECTOR/TMITE TRIM RING • R-CEILING 5.5 DIA 7.5 1 5. ONE OUTLET IN DUPLEX RECEPTACLE CONTROLLED NA W NEW SWITCH AT DOOR. Q F- F2 1 60 60A19 120 UTHONIA L7X IC HOUSING/6LF2 TRIM FLUSH PRISMATIC LENS/WHITE TRIM R-CEILING(WL) 7 DIA 7 1.2 S. SERVE SINGLE RECEPTACLE FROM NEW 15 AMP DEDICATED BRANCH CIRCUIT. U rn F2-R 1 60 60AI9 120 UTHONIA L7XR IC HOUSING/6LF2 TRIM FLUSH PRISMATIC LENS/WHITE TRIM R-CEILING(WL) - 7 DIA 7.5 1.2 W M 7. INSTALL CEILNG FAN CONTROLLER FURNISHED PATH FAN C7f C c AND WIRE TO FAN/UGHT/HEATER PER VENDOR LL Q Q O Sl - - 120 DECORATIVE WALL SCONCE FIXTURE FURNISHED BY _ - S/WM(BDRM) - _ _ DIRECTIONS. N i OWNER AND INSTALLED BY E.C. B. NEW SWITCH RECESSED IN WALL AND WIRED TO CONTROL o C S2 - - _ 120 DECORATIVE WALL SCONCE FIXTURE FURNISHED BY _ - S/WM(STAIR) - - - ONE OUTLET IN NEW DUPLEX RECEPTACLES AS INDICATED.. m Z OWNER AND INSTALLED BY E.C. Z - 9. SERVE FROM DEDICATED 20 AMP 120 VOLT CIRCUIT. N O O EXTERIOR WALL MOUNTED FIXTURE FURNISHED BY 10. SERVE INDICATED RECEPTACLES FROM NEW 20 AMP LL H1 - - - 720 OWNER AND INSTALLED BY E.C. j S/VIM - DEDICATED BRANCH CIRCUIT. 11. INSTALL GFCI RECEPTACLE AND TV OUTLET BOX 6"BELOW L0 DECORATIVE WALL FIXTURE FURNISHED BY OWNER AND CEILING LEVEL. LO - WL - - - 120 INSTALLED ADJACENT TO MIRROR BY E.C. S/VIM 12. RECEPTACLE AND TV OUTLET BOX 46"AFF FOR WALL 04 MOUNT FLAT SCREEN TV; CONFIRM HEIGHT PRIOR TO O - EXTERIOR POST MOUNTED FIXTURE AND POST ROUGH IN. PIL - - - 120 FURNISHED BY OWNER AND INSTALLED BY E.C. - - POST - - - 13 TELEPHONE OUTLET BOX WITH BLANK COVER AT (w RECEPTACLE HEIGHT; STUB CONDUIT OUT IN ATTIC IN ::) - ACCESSIBLE LOCATION. LU - i I HTIN-FlXTUR NO O J I. UTILIZE"R"SUFFIX REMODEL HOUSINGS IN EXISTING CEILINGS AND STANDARD HOUSINGS IN AREAS MTH NEW CEILINGS. - 14. NEW UNDERGROUND ELECTRIC SERVICE; REFER TO S W j 2. WET LOCATION. DIAGRAM ON THIS SHEET. C - ' `., tom- 15. .NEW PANEL SURFACE MOUNTED WITH AGES AND ALL v y ' BREAKERS AS REQUIRED TO SERVE NEWW BRANCH Q CIRCUITS Q ' AND REFEED ACTIVE EXISTING BRANCH CIRCUITS. U Q 16. REFEED ALL ACTIVE EXISTING BRANCH CIRCUITS FROM W. BREAKER OF SAME SIZE(TO MATCH CONDUCTOR c. C./) .AMPACRY')IN NEW PANEL. e '\ 0 W 17.- REPLACE WITH NEW GFCI TYPE RECEPTACLE CONNECTED V TO EXISTING SUPPLY BRANCH CIRCUIT. O Q 18. NEW SWITCH WIRED TO EXISTING FIXTURES. C 1 - 19. UP TO SWITCH AND FIXTURES ON FIRST FLOOR. O rv 20. RIGID GALVANIZED CONDUIT FROM EXTERIOR TO Q g PANELBOARD.LOCATION FOR SERVICE CABLING. Q - 21. METER PER UTILITY REQUIREMENTS. Q 1Q to 22.. LOCATE SWITCH AT ATTIC ENTRY ACCESS LOCATION. C 23. EXTEND 3-1.5"CONDUITS DOWN TO BASEMENT IN CHASE; O STUB ONE OUT ON EACH PORTION OF ATTIC FOR TEL/TV - N WIRING BY OTHERS. 24. MAKE 120 VOLT DEDICATED SUPPLY CIRCUIT CONNECTION WITH LOCAL TOGGLE SWITCH DISCONNECT. 25. MAKE 120 VOLT CONTROL POWER SUPPLY CIRCUIT CONNECTION WITH LOCAL TOGGLE SWITCH DISCONNECT. J 26. 1 GANG BOX 18'AFF WITH BLANK COVER AND 0.75"C. J o -- - - - STU88ED OUT ABOVE BOTTOM OF FLOOR STRUCTURE - r LEVEL.ABOVE FOR FUTURE USE. O c z . .. A 2 L1J a ATTIC ^' f SKYLIGHT .. _.. .. L _ ____ .rtp OPENING �: 1 _ TT G W A7 A7 I �1 z y e EXISTING SERVICE - OO A2 GF O GF 2 ' I Q o REMOVE EXISTING POLE TO REMAIN 2 5 CL. I i� I G a E 2�/12 V.AERIAL ueA�sN N� �C2 1 /NEW 200A.SERVICE _ E - _F / DROP ON POLE r- I AXTTCNG 3 ON Al -erg A1r, J I - Thee c=ontl all It-depicted rY L_)ACCESS 2 0 Fy. __ 1 2 7O ��'w�h€ - '-'!'3A L ' FURNACE® �ofessbllmlMcel� C nWof be 1 p S CO i.. g; In arty xcy, VERIFY LOCATION -- , 15 16 NEW ELECTRIC PANEL"Pt" �M.1� anee,,,, BEDROOM W/ARCHITECT ® - - WATER.HEATER®5 �,lrcwc4, WL P�2TOR TO ROUGH W O9 E. __ _J ,.'_____T umen�sand menmentsand the `REMOVE METER - GFO2 F G SD 17 E 17 E J ___, I t��t dlfomoge.l�iorr�n olioss noble !f NEW 200A.METER 21 Ft F7 F7 SD C Al SUMP PUMP WITH 1 REV61ON9eW i )I LOCATE FIXTURES IN CORD&PLUG I ' PERMIT SET 2 5 FLAT CE LNG(TYP.) E E Al A2 1 1 1 { FINISH 2 p I I 1e-12 --_----- NEW PVC CONDUIT FROM --E.-.__.. O A1C O 1B _.,E.. ....;....1... ... 1 COMM.NUMBER DATE GRADE _ 16 REMOVE 100A -Tr- ®FURNACE %ISTNG ELECT 1 J ^^•^ 120ID2.1 NOV.30,2012 240/12OV.PANEL 1 1 , �� , { POLE TO METER WITIi N PANEL TO BE200A.240/120V.-1 PHASEREMOVED 1 DRAWN BY CHECKED BY SERVICE. \ `-- I DC MFM ERVICE PANEL"P7" ATTIC 240/120V.-IPH.-3W 15 16 L----------- FLOOR PLANS y DISTRIBUTION DIAGRAM SCALE:NONE SECOND FLOOR PLAN ®Z BASEMENT PLAN ®Z E2 SCALE:1/4"=T-O" ' SCALE:118"=T-0" - t k v 10 v r taor r 120.O3r OAK O k M N 29.5 z 0 l 29.7 '� r °\ U c cn N 28.4 29.2 V J Uj W 128 TBACK 4 r l"_ VIA .0 CsE 1 Lu a� z °' N@) IP/FND !, V ' ^ w O 29.1 EDGE OF EXISTING MAIL V z (�C WOODED BRUSH AREA oxl=s 0 -- __ ® m0 z = 0J 70 � L_I w §i y O < I- tl w PINE HOLLY n t 10' R. m O 66 8,. 29.0 � ' PINE EXISTING V m W 29.1 GARAGE 29 1 p f_ .- (REMOVE) 12.00 Q 92.54' PINE J O 6,-Da r 1 `° Q o D v w � CR NEW D SHELLS p � LL.I IVE D 3 � O Lo ( ) m O r C 16' i N C Q CN = �t 27.9 O m LL N - y, OAK �, p 9, 5'R. 50'R. CA o O �� 29.0 0 28.s ��\SQPI��I 1 R. z CO z d►. W OAK Nry PSQN l��M� 1 O O 3 v m 28.0 CEDAR 101, BENCHMARK AT N MAG 0 . 14• 10'R. EL NAIL 31 23' L0 o 0 M OAK 10.1 NGVD29 In I % ' LOO Z Z Y PINE ALIGN EDGES `° Z O 14,. f 4' R. 28.7 r r ` N « e Q m OAK >F Z 10 0 3 Q PINE �• / Q OAK SPRUCE W B J 27.7 , �( w_ 3' R. -ANEW DRIVE NEW Q 10• x 1 29.5 RUSHED SHELLS) LAMP POST _I` w OAKS 1t" ! 101, 3 D.S. 9 01 J PI:N6, OAK O M 11 a.6 W 4' R 0� 29.8 L 5' R. LI C Y - Q 3•R N z i C 14 20 3' R MAP 139 PARCEL 005-001 Cr O Q , OAK AK 6 2a.5 11 29' R. 2a.s PARCEL AREA -� ' 1 �� o _ \ a W 0 27.0 29.5 28.4 32,431 SQ. FT. ± Z CLEAR & GRUB 2 AK L� 4, Ew D.S. 29.PI 14"MAPLE 28.5 16 00 0 0.74 ACRES ± Q EO TO EDGE OF WORK A EA RY WE O 26.7 6 U� �./ 43.53 6 7. 6" D.S. v S. EW CA /\ D Y WELL W m{ NEW ' M `.J , 0 14" 10 P8N / D. 4 ADDITION Q JGg( 2a 10 29'R. so m Uj OAK SPRUCE F.F.E. = 30.4 10 0 m 0- C-L'o Cf) 14" �/ (\ \` PINE (See 1st Floor Plan, m 10 0 ° Q O Uj A STONE WALK '` Sheet Al) - (REMOVE) A ,� 0 v u- C W c00 27 x n N� NEW DRIVE 12' R. OD12 D.S. D.S. N < o r .� CRUSHED SHELLS , 6 0 PINE BSMT. EXIST. O 2 p Z 0 25.7 26.5 F.E. 20.4 27.5 ENTRY �N 7 h o 0 �/Z ,0,. , .' � O Q 6 '•, (REMOVE 0 oA AK - 10 NEW DRIVE 1 Q 26 x PINE (CRUSHED SHELLS) , O 10 13 (� '�J 1NEW 0 #121 $ STONE WALK 2a.5 12'R. w � O 10 ?ER. p Q I 7� REhCH C AlAI CO _ -- 8.3 � 18' 28.7 9.7 E STO E LL xlsr _ i 16 r f,1!'SO.C.I. �s T 1 ,� ;)Ci�lev'L iW. \t.�rR 'niln,r :•. ��.I\� 8'7" R. M Q I +.. ' O ° 1 1/2 STORY �`� 0�2 WOOD FRAME �► 10 ��PGP51 6'x6' U 18' NEW t! OG��O GSPP�<P��ga L PITH 24 PIN RY WE 4s STRUCTURE o\ �ia���c 60. N 6 D.S. F.F.E.=30.4 1001 eU 27.1 FFF �,.0 28.7 RFRCM EDGE OF EXISTING ,i 0 �oG y2 � 29.7 FOP WOODED BRUSH AREA Q �� Wq TFR 2 .4 27 O 5 \ OUTDOOR SHO (REMOVE) D.S. D-Box 21 6 10 O 15' SETBACK LINE O 27 .1 20 1000 GALLON (�� ,9.'.9 o SEPTIC TANK 24.7 1�1�'� EDGE OF EXISTING "'X' OODED BRUSH AREA 15' SETBACK LINE 19 161.87' ,20„ E 214.32' TD 139/005-002 LEGEND o . N 83 23 � 3 . 8 8 ,7s N/F ` KLAUS ULLMAN TR. 2 EXIST. "SPOT" ELEVATION NORTH Z�f (f ^ 1 �� 52.45' OPLAN NOTES 29'+ NEW"SPOT" ELEVATION i'll 1. PROVIDE NEW C)BBLESTONE DRIVE APPROACH 6' DEEP X 16' WIDE. GRADE APPROACH AT SCALE 1" = 1U-0" I ;,c,, �z These designs and all items depicted herein, 2% FROM SHELI.7RIVE AND 2% FROM ROADWAY TO CREATE A RIDGE ACROSS APPROACH 26 EXISTING CONTOUR whether inlserviorgraynot lealteredurchangments f y.., professional service,may not be altered or changed,in GENERAL NOTES TO PREVENT RCADWAY RUNOFF FROM FLOWING ONTO DRIVEWAY. INSTALL AS PER LOCAL 23 y anyway,without the prior knowledge,and written DESIGN STANDARDS. �' NEW CONTOUR consent of the Architect. Any change made without the 1. THE SITE PLAN IS BASED ON AVAILABLE FIELD INFORMATION 2. PROVIDE NEW C°;USHED SHELLS DRIVE: 6" THICKNESS, PLACED PER LOCAL PRACTICES; Architect's written approval will void all such AND CAREFUL SITE REVIEW. HOWEVER, THE CONTRACTOR ON COMPAC T EESUBGRADE. PROVIDE 6" ALUMINUM EDGING ON PERIMETER. documents and instruments and the Architect will not be SHALL BE RESPONSIBLE TO VERIFY THE EXISTING ELEMENTS 3. PROVIDE NEW GUSHED SHELLS WALK: 3" THICKNESS; WIDTH AS SHOWN ON THE PLAN. ttheebaiiy liable for any damage,harm or loss caused AND, ITEMS TO BE REMOVED, PRIOR TO CONSTRUCTION. ANY PROVIDE 6" ALU01NUM EDGING ON PERIMETER. X REMOVE EXISTING TREEy DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE 4. PROVIDE FRENG7 DRAIN STRUCTURE: 12" SQUARE CAST IRON GRATE; SEE PLAN FOR REVISIONS COMMENCING WORK. GRADES. S? �" l� SITE VISIT 3/5/13 5. PROVIDE NEW )A00D DECK; SEE ARCHITECTURAL DRAWINGS. D.s.O DOWNSPOUT 2. THE CONTRACTOR SHALL COORDINATE WITH THE AFFECTED 6. PROVIDE DOWNSPOUT OUTLET SYSTEM, AS SHOWN ON THE PLAN; DRY WELLS PER LOCAL UTILITY COMPANIES PROR TO CONSTRUCTION. DESIGN STANDARDS. t-�L� 9L�-� L 7. PROVIDE NEW STONE SLAB WALK AT FRONT ENTRY; MATERIAL TO BE SELECTED BY THE 3. REMOVE THE FOLLOWING: GARAGE, WOOD DECK & STEPS, BULKHEAD, OWNER. PLACE ON 4" THICK CRUSHED LIMESTONE BASE. 8. NEW FRONT EWRY PORCH & STEPS; SEE ARCHITECTURAL DRAWINGS. COMM.NUMBER DATE OUTDOOR SHOWER, PLANT MATERIAL, STONE WALK, NORTH ENTRY, ENTIRE 9_ NEW LIGHT POST & FIXTURE; SEE ELECTRIC PLAN. DRIVE ASPHALT PAVEMENT, AND CLEARING AND GRUBBING NECESSARY TO 10. GRADE TO DRAT°'d, AND SEED & MULCH ALL DISTURBED AREAS ADJACENT TO t2ot.o2.t March ta,zols PROVIDE A WORK AREA AT THE PERIMETER OF THE NEW ADDITION. ITEMS CONSTRUCTION AREA. PLANT BEDS AND LANDSCAPING BY THE OWNER. DRAWN BY CHECKED BY NOTED FOR REMOVAL SHALL INCLUDE: FOUNDATIONS, FOOTINGS, PLANT 11. PROVIDE AND C,vP 2" PVC CONDUIT UNDER DRIVE AS SHOWN ON PLAN. CD KF ROOTS TO 3 FEET BELOW FINISHED GRADE, AND ANY APPURTENANCES TO 12. DIRECT WATER ANAY FROM THE BUILDING. GRADE AREA SHOWN ON PLAN TO PROVIDE A ALL REMOVAL ITEMS. ALL ITEMS REMOVED SHALL BE DISPOSED OFF-SITE, SWALE. IN A LEGAL MANNER. 13. PROVIDE DRY-LAID STONE WALL AS SHOWN ON PLAN. TOP OF WALL TO BE 30" MAX. FROM TOP OF ADJACENT EXISTING CONCRETE WALL. FINISH GRADE BELOW NEW STONE WALL TO 4. FOR ELECTRIC SERVICE & SITE LIGHTING, SEE 'E' DRAWINGS. BE A MAX. OF 3C'" BELOW TOP OF STONE WALL. CONSTRUCT ACCORDING TO LOCAL FOR ADDITIONAL SITE INFORMATION SEE SHEET C1 .0 STANDARDS TO AlITHSTAND FROST HEAVE AND SOIL PRESSURE. 14. PROVIDE COBBLESTONE APRON AT GARAGE ENTRY AND SIDE ENTRY. INSTALL AS PER LOCAL DESIGN TANDARDS.