Loading...
HomeMy WebLinkAbout0099 ABLE WAY - Health 99 Able Way Marstons Mills 046 109 r Commonwealth of Massachusetts 040- /D9' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 99 Able Way Y._l Property Address Michael Pacheco Owner Owner's Nameti information is required for every Marstons Mills f MA 02648 X" 1/ � page. CitylTown 31/2019 State ZipCode 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:out When A. Inspector. nspecor Information fillingout forms on the computer, C� use only the tab Paul C. Martin key to move your Name of Inspector cursor-do not Cape Cod Septic Services Inc. use the return key. Company Name 350 Main St. rad Company Address West Yarmouth MA 02673 City/Town State 508775 Zip Code - -2825 SI5016 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails ����----�— - 2/5/2019 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 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 form should be,sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form a is Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. Cityl I own State Zip Code P Date of inspection- C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) 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: System is in working condition. 2) 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): t5insp.doc rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 or 18 Commonwealth of Massachusetts IF Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary y Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps./alarms are repaired. ❑ 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,obs system will pass inspection if(with approval of the Board of Health): obstructed pipe(s). The ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. 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: t5insp.doc•rev.7/26/2016 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 1a Commonwealth of Massachusetts Title 5 Official Inspection Form la Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b.. 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. c. -Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 t5insp.doc•rev.7/26/2018 Title 5 Official inspection Form:Subsurface Sewage Disposal System•page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for VoluntaryAssessments sments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes or"no"for each of the following for all inspections: 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? El ® 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, pdepth 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)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 6 of 18 I Commonwealth of Massachusetts ip Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name .information is required for every Marstons Mills MA 02648 1%31/2019 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2---- DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 110x2= Description: 220gpd Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system?(Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage(gpd)): 2017=153gpd Detail: 2018=112gpd Sump pump? ❑ Yes ® No Last date of occupancy: Current Date t5insp.doc•rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. Cityrrown State Zip Code Date of Inspection � D. System Information (cont.) 2. 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 El Yes No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: No Records Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts -l�R Title 5 Official Inspection Form J. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 page. 1/31/2019 City/Town State Zip Code Date of Inspection ' D. System Information (cont.) 4. 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): Approximate age of all components, date installed (if known) and source of information: 2004 Per BOH records Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 40" 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.): Line checked with sewer camera and was found to be clean, properly pitched with no sign of root intrusion. t5insp.doc-rev.7/26/2018 Title 5 Official inspection Form:Subsurface Sewage.Disposal System-Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) . 6. Septic Tank(locate on site plan): Depth below grade: 30" feet Material of construction: ® concrete El metal ❑ fiberglass 9 ❑ 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: 1500Gal Sludge depth: 3-4" Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 1-2" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Estimated Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 150QGal tank in good condition. PVC tees in place and clean. Tank at normal operating level. Covers 15" below grade. t5inap.doc•rev.7126=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts ,? Title. 5 Official Inspection Form I, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. Cityr'lown State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 9 El polyethylene El other(explain): Dimensions: Capacity: gallons Design Flow; gallons per day t5insp.doc•rev.7/26/2018 • Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 r Commonwealth of Massachusetts ig Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is Marstons Mills required for every MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) 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 ' 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Oil 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.): H-10 DB-3 with 1 line in and 2 lines out in good condition. Box is clean and level with minimal solids carryover. Outlet inverts equal. No sign of overloading or hydraulic failure. Cover 16" below grade. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments a \V 99 Able Way Property Address _ Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 2-500Gal ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Flo Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Wa �- Y Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 2-500Gal leach chambers in a 12.83'x25x2'Trench. Chambers were found dry during inspection. No evident staining. No sign of overloading or hydraulic failure. 12. 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 Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts ,9 Title 5. Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/31/2019 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the are a below ® drawing attached separately t5insp.doc•rev.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts IF Title 5 Official Inspection Form J. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner Owner's Name information is required for every Marstons Mills MA 02648 1/81/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: +10' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Hand auger 5' below bottom of chambers with no water encountered. Bottom of leaching is 5'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts ,TTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Able Way Property Address Michael Pacheco Owner information is Owner's Name required for every Marstons Mills MA 02648 1/31/2019 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•page 18 of 18 Page 1 of 2 TOWN OF BARNSTABLE t LOCATION 9� 9 6/e SEWAGE N VILLAGE .Kar t^tn ASSESSOR'S MAP'&1,0TdY4405' INSTALLER'S NAM"PHONE NO. tl. C SEPTIC TANK CAPACITY `4 ail"017 !i, LEACHING FACILrry:(type)�-5gg�`+ (size) 7�Jf;0.Y Xs1 NO.OF BEDROOMS,� 03ory BUILDER OR OWNER r PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within.200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 A /3 000 T k T.,kr z I1 L j_„/ ca.n7ir .2E f)s 1 ® A•i3ox-� '5/ I(pe G/i�'+ns r ! j a ti� }••t http://web.townofbarnstable.us/Departments/Assessing/Property Values/HMdisnlay.asn?... 1/?R/?n10 f� TOWN OF BARNSTABLE LOCATION 6le_� SEWAGE # VILLAGE .'far f�bh� r� /s i� ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. t) "Ge ®v G SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 0� 6.a/ ,�' rs;n,r, :(size) 25"X'Q•�� NO.OF BEDROOMS �or��9 BUILDER OR OWNER I y PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet .Private Water Supply Welland 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 /Qr..-e+ �io is C GAY^rr5 0� /o..s T� / . 13 -44 R- No. .� I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes L./ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migpool *p5tem Comaruction 3permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) CComplete System ❑Individual Components Location Address or Lot No. g f ^/ Owner's e,Address and Tel.No. Assessor'sMap/Parcel - Lam( �^ Installer's Name,Address,and Tel.No. Desig4er's Name,AddresjdTel No. 4�* WO—1 3 S/ Gfi7Cc w Type of Building: Dwelling No.of Bedrooms Lot Size �1,S-k sq.ft. Garbage Grinder( ) �O Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures f Design Flow 2 Zo gallons per day. Calculated daily flow /2 2 ci gallons. Plan Date 5:�e /3. 2✓+U Number of sheets Revision Date Title Size of Septic Tank 1500 Type of S.A.S. d� :4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of T4 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i sue y oard of Health. Signed jz4o, Date Application Approved by y Date D Application Disapproved for a following reasons Permit No. -- // Date Issued '7 ----------------------------- M k J/ ! Fee THE COMMONWE UTH-OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS t pprication for Migool *potem Construction Permit plication'fo�r a Permit to Construct( )Repair(, )Upgrade Abandon( ) U- omplete System 0 Individual Components Location Address or Lot No. f bi, - -_7 l' Owner's Name,Address and Tel.No. , Assessor's Map/Parcel Larson Installer's j�N,,ame,Address,ann�d Tel.No. Designer's Name,Address�and Tel No. 5V0 1 3 % /hi-Ls 6/2- �,, -. . L 6. vwK Type of Building: Dwelling No.of Bedrooms 7_ Lot Size7�0 ��r sq.ft. Garbage Grinder( ) /� Other Type of Building No.of Persons Showers'( ) Cafeteria( ) Other Fixtures / 4 Design Flow 2 Z� 3(lr gallons per day. Calculated daily flow 112 70 gallons. Plan Date t-a 4 /J 2, '/ Number of sheets Revision Date Title _ Size of Septic Tank 1500 Type of S.A.S. 63 64410'+ �' I Description of Soil i - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Till'e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is`suueed b'y t loard of Health. f; _ Signed �( C_ //�1,�, //...�'' Date Application Approved by Date.._"' Date A-7 Vic) f Application Disapproved for the following reasons Permit No. 2 a.) �i- Date Issued 17�r1 N - T' t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( —) e�( )Upgraded( ) Abandoned( )by at I Xb�P W l- i-wl,.fv ,_, ytn".)k has been constructed in accordance with the provisions of Title 5 dnd the for Disposal System Construction Permit No, Installer Designer The issuance of this permitJ�hall not be construed as a guarantee that the sysfem will function as des igned. Date I u�l ,� Inspector �� �r-1 47 ---------------------- --- — No.�-"-' f , Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi5poOl *pgtem Construction Vertr`t Permission is hereby granted to Construct(---TRepatr( )Upgrade( )Abandon System located at q q Mate kool M. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this( rmit. Date: S 1 11 t o LI Approved by � i 2 5- 7,2 0 y-a _ oy DEED RESTRICTION Property: 99 Able Way, lot of 5 plan book 273, pale 22, Marstons Mills , MA WHEREAS, Larson Realty Co., Inc., a duly organized Massachusetts corporation, of 1.19 Route 149, Marstons Mills, MA 02648, is the owner of 99 Able Way, Marstons M1.11s, MA, and being shown as Lot 5 on Barnstable County Registry of Deeds Plan 273, Page 22; WHEREAS, Larson Realty Co., Inc., as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V. Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, Larson Realty Co., Inc., does hereby place the following restriction on the above referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 99 Able Way, Marstons Mills, MA, may have constructed upon the lot a house containing no more than two ( 2 ) bedrooms. Larson Realty Co., Inc., hereby agrees that this shall be a permanent deed restriction affecting 99 Able Way, Marstons Mills, MA, and being shown as Lot 5 on Barnstable County Reg_istEy of Deeds Plan 273, Pale 22. For title reference see the Barnstable County Registry of Deeds Book l gy?S, Page 70 Executed as a sealed instrument this _day of 2004 LARSON REALTY CO., INC. By:" Craig G. Larson Its President and Treasurer i TOWN OF BARNSTABLE LOCATION SEWAGE # 00 !'�l ASSESSOR'S MAP &LOTS` /09 VILLADE Oar��onS1 INSTALLER'S NAME&PHONE NO. J. SEPTIC TANK CAPACITY i � - �:' (size) Y3X� • LEACHING FACILITY:-(type) NO.OF BEDROOMS 30 r\� BUILDER OR OWNER PERMIT DATE: dl-0°1 COMPLIANCE DATE: D Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within,,300 feet of leaching facility) Furnished by L,�,r�rrs �"� �i o✓S e 13 .. U0 0 X-k 17 y Town of Barnstable Regulatory Services Thomas F.Oeiler,Director Public Health Division b ' Thomas McKean,Director 200 Main Street,]Hyannis,MA 02601 Office- 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: /L/- 04/ Designer: - - TY- SM ,I,ES Installer: 42 CANTERBURY LANE �� �oyl D CJ Address: FAST F uo ITH,MocceruI icy 5M Address: < 6 608/ 4a2634 �.. . ,/liar on 5//-O`� J- ��+ /f D was issued a permit to install a (date) (installer) septic system at ►- based on a design drawn by (address) STEPHEN J.DOYLE AND ASSOCIATES 42 CANTERBURY LANE dated 5 I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. XXAAA OF 41�S,�� � ��ar G1STe'q�,cy✓n • f z PSTEFHEN (Installers Signature) 4 �. ► DOYLE ► y peXgnel's-Signature) (Affix Designer7ffWp Here) PLEASE RETURN TO BA.RNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CAND ARE RECEIVED BY THE BAR STABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:HoalWSeptic/Designer Certification form 1 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss � r _, 2004 Then personally appeared before me, the undersigned notary public, the above-named Craig G. Larson, President and Treasurer of Larson Realty Co., Inc., known by me and to me known to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily and with authority for its stated purpose. otary ]c TDNKS&A( M o missi e�:pires: g\larson\able\deed restrict .�Apr:-20-04 04:47P Jeffery Johnson P.02 Bk 18475 P:970 0629 77 U1TCLAIM DEED Property: 99 Able,Way. Marstons Mills MA We, JEFFR1sY G. YEPI,JR• and MELBOURNE K.NICKF.RSON, with a mailing address of P.O. Box 86, Centerville, MA 02632, in consideration of a like-kind exchange of real property pursuant to Internal Revenue Code, Section 1031, having.an exchange value of One i Iundred Twenty Thousand and 00/100($120,000.00)Dollars, hereby convey to LARSON REAI.:TY Co.,INC.,a duly organized Massachusetts corporaI" non,with its principal office at 119 Route 149, Marstons Mills, MA 02648 With QUITCLAIM COVENANTS The parcel of land with any buildings thereon situate in Barnstable (Marstons Mills), Barnstable County, Massachusetts, being further described as lollows: Being shown as Lot 5 on a plan of land entitled "Subdivision Plan of band in Marstons Mills, Barnstable, Massachusetts for 1)•D.J. Realty Company, Scale: 1" = 100',dated April 1973", prepared by Cape Cod Survey Consultants and filed with the Barnstable County Registry of Deeds in Plan Book 273, Page 22, and as previously shown on a plan entitled "School I louse Acres, Preliminary Subdivision Plan of Land in Marstons Mills, Barnstable, Mass. For David Oman" dated February 1973 and filed with the Barnstable County.Registry of Deeds in flan Book 317, Page 8, to which plan reference may be made for a more particular description. I Apr.-20-04 04:47P Jeffery Johnson P.03 t For grantor's title reference sec Deed dated Fcbruaiy 4, 2004 and recorded with Barnstable County Registry of'Deeds at Book 18195, Page 330, WITNESS our hands and seals this PC) day of April, 2004. p p > Melbourne K.Nickerson COMMONWI-:ALTH OF MASSACHUSBTTS Barnstable,ss April ao ,2004 Thcn personally appeared before nlc, the undersigned notch public, the ab - Y p cov e named Jeflrey U. Pepi, Jr, and Melbourne K. Nickerson, proved to tnc through satisfactory evidence of identification, which were driver's licenses, to be the persons whose names are signed on the preceding; or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. otary _ M mm n expires: JEFFERY JOHNSON Notary PublIc,Massachusetts MY Commission Expires,11/19/2o10 g\deeds\able.pepi-Iarson.dd ._.Apr-20-04 04:47P Jeffery Johnson P.04 COMMON WEAL"l'I1 OF MASSAC:I-IUSET l'S Barnstable, ss April 20, 2004 Then personally appeared before nit;, the undersigned notary public, the above-named Craig G. Larson, President and Treasurer of Larson Realty Co., Inc., known by me and to cne known to be the person whose name is signed on the: preceding or attached document, and acknowledged to me that he signed it voluntarily and with authority for its stated purpose, etarn ton expires: g\Iarsonlablc\dced restrict JEFFERY JOHNSON Notary public,Massachusetts My Commission Expires,11/19/2010 I Apr_20-04 04:47P Jeffery Johnson P.05 4k 13475 P972 Cr-29573 DEED RESTRICTION Prot)crty: 99,Able Way, lot 5 Plan Berk 273 Page 22, Marstons Mills, MA W I I I;REAS, Larson Realty Co.., Inc., a duly organized Massachusetts corporation, of 119 Route 149, Marstons Mills, MA 02648, is the owner of 99 Able Way, Marstons Mills, MA, and being shown as Lot 5 on Barnstable County Registry of needs Plan 273, Page 22; WHEREAS, Larson Realty Co., Inc.,as the owner of said lot has agreed with the'Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and to obtaining a building permit for this lot; WHF.RI'AS, the 'Town of Barnstable Board of Iiealth,as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number ofbedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW,TI II.;REFC?RE,Larson Realty Co., Inc., does hereby place the following restriction on the above referenced land in accordance with their agreement with the'rown of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 99 Able Way, Marstons Mills MA, may have constructed upon the lot a house containing no more than two (2 )bedrooms. Larson Realty Co., Inc hereby agrees that this shall be a permanent deed restriction affecting 99 Able Way,Marstons Mills MA and bein shown as Lot 5 on Barnstable County Registry of Deeds Plan 273 Pape 22 For title reference see the deed recorded herewith at Barnstable County Registry of Deeds Book /_"'j, Page—.-70 Executed as a sealed instrument this 20th day of April, 2004 LARSON REAI.TY CO., INC. �q-Craig G. Larson Its President and'Treasurer Town of Barnstable P# V pFTHE Tp� P� o Department of Regulatory Services B►rsTAarK ; PubIic Health Division Date I3 O MA58. m� 200 Main Street,Hyannis MA 02601 1 59• Plfp ,tp Date Scheduled i .3 ,lfOD Time 1 Fee Pd. Soil Suitability Assessment for Sewage Disposal , � d� y Witnessed By: V/V// L W/`-lJ ��JI Performed By: t LOCATION& GENERAL INFORMATION Location Address / / �� V Owner's Name c[ A STEPHEN J.D01'LE AND ASSO IATES Address 42 CANTERBURY LANE EAST FALMOUTH,MASSACHUSE 02636 Assessor's Map/Parcel: O Z�6 Engineer's Name 508/540-2534 NEW CONSTRUCTION REPAIR Telephone# Land Use .�5 Slopes(%) i v Surface Stones O Distances from: Open Water Body i012 ft Possible Wet Area loJ ft Drinking Water Well ft Drainage Way :� slo ft Property Line tp —ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Ia- -s -j,-L Lo,.- v� 1°v�7•�7�,Z Parent material(geologic) v Depth to Bedrock Ar Depth to Groundwater: Standing Water in Hole: tAAr Weeping from Pit Face "I Estimated Seasonal High Groundwater Z t L Z0-V DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: o ill. Depth Observe tanding in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date-L"'I.3-A Time 104 Observation Time at 9" Hole it Depth of Perc 1It _ 0-5 _ Time at 6" Start Pre-soak Time n v i=nJ Time(9"-6") ­7.4C End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERCFORM r DEEP OBSERVATION HOLE LOG Hole#—I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. �a� �QJ,�( '� (•' / t`U�R` �l(y "� fit)lD Civ�rz�,fe.� w tk st C- 5X, � `o`/n. b 119�o l�o..�►�sf�Cs DEEP OBSERVATION HOLE LOG Hole#_-7- _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. FF Consistency.%Gravel) i 1. S tie la 1, i1naSF.L Cw�. 1J�aa�c. Sa o 1GQ 0, — Co t ;jg DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistences %Gravel)__ DEEP OBSERVATION HOLE LOG Hole# other Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) l Flood Insurance Rate Map. / Above 500 year flood boundary No_ Yes �✓ Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurrinsi Pervious Material Does at least four feet of naturally occurring petvto is material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and ex erience described in 310 CMR 1.5.017. Date Signature Q:HEALTI-]/W P/PERCFORM Town of Barnstable. P# 70, ' OVME Tp� A S o Department of Regulatory ervices a. 1 . , .. = . ' Public Health Division 'Date �v Q y Y.::rMA63 $ i r-.. ,bs4 �m 200 Ma n Street,Hyannis MA 02601,_; --r'-- f Fee Date Scheddled' '.' -- �" Time d Soil SuitabilityAssessment or Sewage Disposal _ Jim�' W�Giessed By l(//Vr 1, �v!! �C Performed ByltxW = h' LOCATION & GENERAL INFORMATION Location Address / Owner's Namne �� / � d�/rN A PHEN J.DOYLE A\D..ASSO--, IaTES 0 >. C�7dt� = Address . ;: ---- 42 t>ANTERBURY�LANEA. ` .. EAST FALMOUTH,MASSACRUSE _02638" ner's.N., �-��En ie Assessor's Map/Parce: 2.. ,f NEW CONSTRUCTION "'REPAIR ' t. , o % Surface Stones O:' Land Use ? Distances from: Open Water Body ft Possible Wet Area �a ft Drinking Water Well ft Property Line._ \U ft Other ft Drainage Way Pe Y SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests locate wetlands in proximity to holes) .... . .. .,..._J f- .. Parent material(geologic)_ _ Depth to Bedro 1.i.J n Depth to Groundwater: Standing Water in Hole: Estimated Seasonal High Groundwater mct. 6-Zfl"o - DETERMINATION FOR SEAS OIVAL HIGH MA. TABLE Method Used: v v o • Depth Observe tanding in obs.hole: iri. Depthao soil mottles in. Depth to weeping from side of obs.hole: m. Groundwater Adjustment'" v ft- Index Well# Reading Date: Index,Well level x F''`Add factor '' Add Groundwater Level:_ PERCOLATION TEST PeZ, �iT�me U 77 Observation Hole# Tmte at 9,' �, �— _..� t ........ at 9 ; : 3 5�I Time at'6" Depth of Perc • .011 Start Pre-soak Time© o.. I=o Time(9"6") _ el P'�la End Pre-soak Mi Rate Min./Inch Site Suitability Assessment. Site Passed Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back--- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Onnsistency %(3rayel)......__ .. r Cs �Z►� •��� C,� ' �a1 "� i3O�lff1-�(a `� 5 (' s __DEEP OBSERVATION HOLE LOG .Hole# �- Depth from Soil Horizon Soil Texture Soil Color Soil_ - Other - Sucface(in)' - (USDA) (IGlunsell)` Mottling (Structure,Stones,Boulders. Consistency %Gravel) e m k f . }G.af` tr io t S. 1_�`„► sea °`„�..y � ;.�.E�.. - v DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil:Color Soil•, Other k, Surface from (USDA) (Munsell) Mottling (Struct ire;`Stoi es,Boulders. Consistency,%Gravel) J, • ., DEEP'OBSERVATION HOLE LOG Hole# Soil Texture Soil Color , ; Soil Other Depth from Soil Horizon w, _Mottling,.,.,_,(Structure,Stones,Boulders. (USDA) _. ,.,_(Munsell).-_, Surface(in.) Consistency, Gravel Flood Insurance Rate Man: Yes, x Above 500 year flood boundary` No_ � Within 500 year boundary No_ Yes :.., `�.. year flood boundary-::No__:_;,__ :_._ - Dept of Naturnll "`Occurrin .Pervious Material Does at least fopr feet o s material exi'st`inall areas observed throughout the fnaturally occurring pervio area proposed for the-soil absorption system? al? If not,what is the depth of naturally occurring pervious materi Certification 1 certify on - (date)I have passed the soil evaluator examination approved:by;the Department of Environmental Protection and that the above analysis was p6f.ormed by me consistent with the:requtred,training,expeituseand ex erience described m 10 CMR Signature . Date. t)'G t —v QMEALTH/WPMERCFORM a€ : p f , I I i .C. , t I II \. 341!JS J ' I i I I I I I TT I • I I FrRs� r�a�R Kzutlt� . �'-r-Twarr! -.. . s sarpr .lvE.t r 150C.IST�.v�oEZ(w enconol.0 a AT AFL R.Cfs' - ' .W6.NST•IA•.ISC2S AS 2L11�1r2E'D...�. .. .._... - 4 C.G.2lAPCZ]n2DS OU?YJ6Ca. - .. � 'ECfUAC .. 1 Z4.'[e- FAST - �zcD�4F�L�5int1"C"'Cn411,Trr�0U d:i n'.o I 3.0" I :_-;.A.b::.__la'o¢oP' .. �. 4. 9_.... 2 o'.n::o."..R wat.:. .. '.. .. IS:ra1 -s.. `E5•W T�... -.T..----t_-� ._—__ •T_ ' 2� ��-.' � � 2�G.�PT Slll vrl�:ALE2. a + up 19, JI _ 2• 1 WE C T.CS .FP. "�—TCZ DEAL WAIL ' .0 m; •Ni b: `tF ' .i•rnrt•Dn;stAI - -�. � dY— 3�nR van^ ¢ M' playuG:.I'Kl-Tr l: oI /tLlcnrel _ •:GNU K. I 2 d *ucG j .Bbcbct c al�.C-9.xW.: _ - — 4S73C1Ci a 3• - r N r N• N• 1 ATTIC I to '. .ryLCFA _ ( 1 I ��. Q _ N vlin I I custom I, { ---- lG1tT,R7 SY*CPaarkdu . _O .. � a.� m: i � O __. •an.- - - .. � -- � Al ._. copyright 02002 �� I i,V11J jea •0 I d :a"ffrs.COsc.StAi - I 'o _ Rights • .._ _ _.6EDROQM... .. i 'Wd E'X 6'X t0•RA eUt._ _ I Reserved I hats ae�nr Ctceturztr-vgos 1 P I 1 a n71c VIA us 0a tr j 1 r EOULIUATIptJ_.P..CAt:1:Lh-I;o':) I 1 s., EIRST FLo02.1�A+.1. yy Prelirillnacy,.plaos'-and layouts by DC,D.aee ter the use'o,Aheir custc-Os only Any o(he)use is strictfy pianl Eite t ), 4 STATE APPROVAL STAMP GENERAL NOTES • THIRD PARTY APPROVAL AGENCY: PFS CORPORATION LABEL LOCATIONS: PROFESSIONAL PFS LABEL, STATE LABEL AND DATA PLATE FOR UNIT "B" LOCATED UNDER KITCHEN SINK STATE LABEL FOR UNIT "B" LOCATED IN BEDROOM q2 CLOSET P BUILDING THE ENCLOSED DRAWINGS AND SPECIFICATIONS(REFERRED TO HEREINAFTER AS SUBSET) B S W ARE THE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS. INC. (REFERRED TO HEREINAFTER AS SYSTEMS, N PBSI) HIS SUBSET IN NOT INTENDED TO SHOW ANY SPECIFIC PLAN LAYOUT OR INC.V C. w ARRANGEMENT, BUT IS INTENDED 10 SHOW THE PBSI BUILDING MODULE IN COMPLIANCE WITH ALL STATE OR HE GENERAL OCONTRAAC ORDE MTOTOBTAN BUILDING ERMS AND STADARD IITS.RINO ARTNG TOFS THIS IN ORDER 72 EAST MARKET STREET - P.O. BOX 219 V SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN MIDDLEBURG PA 17842 5 AUTHORIZATION FROM PBSI. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT ° CONFIDENTIAL, ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. w PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS. SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES > vi WITH REFERENCE TO "IN-FIELD", "ON-SITE"OR 'BY BUILDER" ARE PERTAINING TO O J z THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. OFFICE MAILING ADDRESS: PROFESSIONAL BUILDING SYSTEMS, INC. U cai THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED_FOR DIMENSIONAL REFERENCE 72 EAST MARKET STREET ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. MIDDLEBURG, PA tSTR2 MASSACHUSETTS CODES PLANT #1 ADDRESS: 72 EAST MARKET STREET MIDDLEBURG, PA 17842 r \ 1993 BOCA BASIC MECHANICAL CODE W/AMMENDMENTS 2002 NATIONAL ELECTRICAL CODE W/MASS AMMENDMENTS MA. MANUFACTURERS NO.: MC221 a0 MA STATE BUILDING CODE M EDITION MA FUEL/GAS/PLUMBING CODE EXPIRATION DATE: APRIL 30. 2004 m m DRAWING INDEX (23 TOTAL PAGES) THIRD PARTY INSPECTION AGENCY: PFS CORPORATION 3 a a PAGE DESCRIPTION DRAWN REVISION o o i COVER SHEET 3/23/04 N/A MA. THIRD PARTY NO.: TPIA-02 2.1 FRONT ELEVATION 3/9/04 3/23/04 EXPIRATION DATE: APRIL 30, 2004 N 2.2 REAR ELEVATION 3/9/04 3/23/04 x 2.3 LEFT SIDE ELEVATIONS 3/9/04 3/23/04 MODEL: RANCH m a 2.4 RIGHT SIDE ELEVATIONS 3/9/04 3/23/04 LOCATION: 99 ABLE WAY, MARSTON MILLS, MA 02648 (BARNSTABLE COUNTY) d rr 3 FIRST STORY FLOOR PLAN 3/9/04 3/23/04 D 4 27'-6"WIDE 7/12 CROSS SECTION 3/23/04 N/A USE GROUP: R4 W J LU 5 7/12 NON-STORAGE RAFTER DETAIL 3/23/04 N/A CONSTRUCTION CLASSIFICATION: 5-B 6 CONNECTION DETAILS 3/23/04 N/A � 7 TYPICAL SECTIONS 3/23/04 N/A FLOOR AREA (PER STORY): 1210 SO. FT. (FIRST FLOOR) Y 9 FIRST FLOOR ELECTRICAL cc 3/9/04 3/23/04 10 TYP. ELECTRICAL DETAILS 3/23/04 N/A VOLUME OF ENCLOSED SPACE: 24,459 CU. FEET R.A. OR P.E. APPROVAL STAMP F 11 ELECTRICAL LOAD CALCULATIONS 3/23/04 N/A 'NO CONSTRUCTION CONTROLS REQUIRED IN VOLUME EXCEEDS 35.000 w 12 FOUNDATON LAYOUT 3/9/04 3/23/04 CU. FT. (MEETS EXCEPTION FOR ONE AND TWO FAMILY DWELLINGS). n 13 TYP. FOUNDATION DETAILS 3/23/04 N/A STORIES ABOVE FOUNDATION: 1 APPROVAL LIMITED TO 14.1 DWV PLUMBING SCHEMATIC 3/9/04 3/23/04 PORTION 14.2 SUPPLY PLUMBING SCHEMATIC 3/9/04 3/23/04 BUILDING HEIGHT ABOVE FOUNDATION: 1B'-5 7/8" FACTORY BUILT POR 1 ION J 15.1 TYP. PLUMBING DETAILS 3/23/04 N/A fD��} '�j� (] p Z 15.2 TYP. PLUMBING DETAILS 3/23/04 N/A DESIGN OCCUPANCY LOAD PER FLOOR: 1210/200 = 7 OCCUPANTS (FIRST FLOOR) APR Q E: 2�Jo4to 16 INSULATION SCHEDULES 3/23/04 N/A W co Z w 17 MASCHECK 3/23/04 N/A FIRE ALARM SYSTEM: PHOTO ELECTRIC(SMOKE DETECTORS) 1 PER 1200 SO. FT. t,11X11°1 LIryl�V ILL O co~ 18 WINDOW SCHEDULES 3/23/04 N/A SPECIAL USE LIMITATIONS: N/A >� `jt, Q.. //// a m 19 HEATLOSS - FIRST STORY 3/9/04 3/23/04 FIRE RATING: N/A OTHER- N/A RT A G� REQUIRED DESIGN z U STENBER can DESIGN LIVE LOADS: WALLS: 21 P.S.F. 25 P.S.F. - No.4` 1 ROOF: 40 P.S.F. 40 P.S.F. FLOOR: FIRST FLOOR (KITCHEN, LIVING RM, ETC.) 40 P.S.F. 40 P.S.F. SECOND FLOOR (BEDROOMS, ETC.) 30 P.S.F 30 P.S.F '/✓ /C �� �� HALLS: NOT OFFERED NOT OFFERED /'/j/ �SSI®NAL STAIRS: 100 P.S.F. 100 P.S.F. //i�o���r10 n11�°yaae� w BALCONIES 60 P.S.F 60 P.S.F a FLOOR JOISTS: 2X10 FLR JOIST ®16' O.C. €� THIRD PARTY APPROVAL STAMP CENTER BEAM: 4-2x10 SPF /J2 SPECIAL USE PROVISIONS, BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY pT) = z As PQ CONDITIONSMASSACHUSETTS , LIMITATIONS: OF THE LOCAL CONTRACTOR. 1 y -ARKET im f_7^R jj R ®� C� MASSACHUSETTS: 5'-0�MINIMUM SETBACK FOR ZERO HOUR WALL. .R ,F el/r` i Z U MSBURG, PA 17 y` 1 '1 . �. < C9 RANCF1 a pp. u6,?: ,. =n ,�c�u,�Ia tions of N W M D E L > HEATING SYSTEMS: PREFABRICATED FIREPLACES AND FLUES, U.L. LISTED AND MASSACHUSETTS APPROVED, INSTALLED ACCORDING w o TO MANUFACTURERS INSTRUCTIONS(OPTIONAL). FURNACES OR HEAT PUMPS TO BE INSTALLED ON-SITE ACCORDING TO MASSSACHUSETTS, AND/OR LOCAL CODES. �^ ?N� w APPROVAL VENTING SYSTEMS: RANGE HOOD AND BATH FAN TO BE EXHAUSTED TO EXTERIOR. wF ° o: !� m N o 1510EXTERIOR ENVELOPE THERMAL PERFORMACE: SEE ATTACHED MAScheckTitle 0 BYEHEGBUILDER TO(COMPLY WITH HE MAScheck IS REQUIRED TO RE INSTALLED ON-SITE Signature R-19 IS TO BE INSTALLED IN THE FLOOR AP ®���LIVITED TO FACTORY BUILT PORTION a a i Z 0 (k Q o Q c � J o � J � z U N N Z u CD co W p Q Q z Ln O ~ J J Q f Z O W o z c� 3 J Q o Z � N 0 0 F_ om z O W Q ~ d OZ O APPROVAL_ LIMfTED TO s Q FACTORY BUILT PORTION m `� APR Q 2 0H W Li N v '7 N �;� 'm T q`e`�°sssu �r►rrr°j0 z le °d co m RT �G = F— �N�No �. � s X CU tis U Q Q�J"i _ v SiE�P'JS_ G z > w Qz -- N�Q0Q = 1131 = Q LLJ a n-L_ I W NAL co 0 co °j°rrrrri�o�asss"'°° Z w o w (U O LL o J � am' cn CEILING � Q CEILING a m J Q :D L� a F- VJ d v> a O a APPROVED FLOOR PFSCOR?LOOR a � � MAR 2 6 2004 " ATTIC VENTILATION APPROVAL.LIMITED TO LOWER 50% @ EAVES OMIT SIDING, PREP FOR ON-SITE VINYL SIDING FACTORY BUILTPORTIOIV REQ'D 2- SUPPLIED272 _01_ _ a m � UPPER 50% 3'-0" MIN ABOVE EAVES `� M REQ'D2_01 SUPPLIED2_40 NOTE: SEE PAGE 4 FOR EXTERIOR WALL FINISH,SOFFIT FINISH, AND ROOF COVERING. NOTE — ACTUAL HOUSE MAY VARY FR❑M ELEVATI❑N W e a z 0 � Q o � J o f F J � 3 y Q O U Z U CD OL LJ o ni Q C Z U O N Z o W o z J u 3 Q N z W _J a z � 0 0 ~ o Z D _ w � APPROVAL LIM71 ED TO w m z o FACTORY BUILT PORTION 0 APR o 2 2004 W W N� Q� co ;T M e�. \,v F MAC URT o- af�• ED L3soo STENB N x �' 1 q - U Q a J w.� [NO 11�1 e W qz (u 2=< �L W J �0j��78l111711115�'0 IZ4- co O Z M CE co Z_ M w Q F \\\lll...JJJ WLL ..., C/ amv) fp CEILING CEILING a N J a F li Q ~ 0 F— Eli d a oa z FLOOR PRO PF5 CORP AP'PRO 2 6 2004 C, C> APPROVAL LIMITED TO NOTE: SEE PAGE 4 FOR EXTERI❑R WALL FINISH,S❑FFIT FINISH, AND ROOF C❑VERING. NOTE — ACTUAL HOUSE MAY VARY FROM ELEVATION FACTORY BUILT w C\I a � z 0 V) a-, Q o Q o _j o f J 0 3 N Q O D 2 U N N z 0 U o (U Li O_ (U Q c zz Lf-) o w Z 4 u 3 J a v� w J a Z � N 0 0 z -j O w �\ o o 0 � q wLo J � Q w W N V v(U Nv(M n ID Y d m n () d z Q o'co 12 (__) Q O WW- c 7 W(� � Z Q N�g0Q Q > �c�fat- APPROVAL LIMMED TO Lv FACTORY BUILT PORTION W Z Z � o - APR Q 2 2004co 0 co Q o amcn CEILINGova a T CEILING a STERS' N 1131 -' �o a O L o N R APPROVED PFS CORP L 0 R Qof Q MAR 2 6 2004 APPROVAL WHITED TO o FACTORY BUILT PORTION \ la \ (v NOTE: SEE PAGE 4 FOR EXTERIOR WALL FINISH,SOFFIT FINISH, AND ROOF C❑VERING. NOTE — ACTUAL HOUSE MAY VARY FROM ELEVATION tj w � Q a ^ 1 z 0 � Q o n J a W � E J � W 3 a o � z U In z U o od v w p ~ (U o — Q a zLn Y J JCL w 2 Wu 3 J a Z O o ~ o � Z J w O aN o O r Q o w In u io 3 0 w w njv a ru 00-q n 00 z OD am�om 12 Z F---4 F-xm Now -- � ( ) I— aw-jw z Q w Q0 APPROVAL LIMITED TO Q N o z �azaw FACTORY BULT PORT!O- N Qf� LJ ' __j J APR 22004 W z 0 � L�J co W ti o� U RT CEILING W STlE E a °° CEILING No. 31 y z NAL v N a v) a a APPROVED E L 0 N R PPS CORP EVlEll Q � � MAR 2 6 2004 APPROVAk- WMIT90 TO i PACTORY BUILT PORTION C7 ru !NOTE: SEE PAGE 4 FOR EXTERI❑R WALL FINISH,S❑FFIT FINISH, AND ROOF C❑VERING. NOTE — ACTUAL HOUSE MAY VARY FROM ELEVATI❑N M W L e a a A r 5'-0' 13'-9' 25'-3' 37'-3" HDR:3-2xI0 44'-0" zz DATA PLATE, STATE LABEL SPF#2 N O AND PFS LABEL LOCATION O HDR:3-2x6 O O O o SPF#2 -j a •2' o W J � � 3 W12 o t>� 30 VAL 36 W2430 10'-6" \ 11'-5' 12'-4" N 0 �02 S,�b SB 36 B24 � zo ti BATH 42 ❑ u o 3M F - -4 1 R2' u T LvQ, 3 3'_0„ VB30 I I LIN Z Q 4 Q- ,_ DINING ROOM Ri W 8 a u�o I 2x6 \ J o 3� Q� o KITCHEN V✓ 136.23 SQ. FT. CL❑ H BEDROOM 41 w C 10.90 LIGHT REQ'D 5'-� /2"_ J J co 162.50 SO. FT. c,1 J I 5.45 VENT REO'D 13.00 LIGHT REQ'D W 11.20 LIGHT PROV'D 3 A ON:V:E)T (U A.P.�u 6.50 VENT REQ'D ED c� ] I 5.90 VENT PROV'D 22.40 LIGHT PROV'D z o 11.80 VENT PROV'D J ED w o I 3,_0„ o I- N Z o I BATH #1 a ~3 o �D ❑I I z �i PAN F-1 1/2• ; s1e " � 8`0 1/2" W nl 3'-0" I W18 I -7 I/2" 1'-7 1/ ' wv n `0 --W3615 J 30 Q v9 ^;M --- - - - o I o *[] Y am, - w d r9 i cu 9'-7 1/2' 7'-3' ---------� TLABEL ]-2x3 FS i CLG ACC i �N�2x3 FS o _2-2x3 JS 2-2x3 JS HALL i i aowvSPF#2 :26 1/2'x54 112' R.O.IAPPROVAL LIMI" ED T®SPF#2 16'-9' wmowxO ''' ca zFACTORY BUILT PORTION Q -J a a LL I 3 - / " 8'-10 1/2' APR G >20H o z Q I I `,j�9ut�s9 iceter�ej�, Co 0 co w o w ILL I O _' 9n ao d co ULIVING ROOM c 1 T 221.00 SQ. FT. I I DEN � _� A. 0 126.78 SO. FT. 17.68 LIGHT REQ'D i (�j a V1 I 102.27 SO. FT. 10.14 LIGHT REQ'D = c138.84 VENT REQ'D m a m c� 0 8.I8 LIGHT REO'➢ 5.07 VENT REQ'D r 9 22.40 LIGHT PROV'D .-. � � .41131 e 4.09 VENT REQ'D 11.20 LIGHT PROV'D o 31.00 VENT PROV'D I v C 11.20 LIGHT PROV'D O\ 5.90 VENT PROV'D -- f- - 5.90 VENT PROV'D o dddi��i bass/ONA1. DDDDDe J C L❑. s����I1 7 11 1 9 11999��\ F ` > 17'-0' I 2'-01 10'-7 1/2' 12'-3" a I FT APPROVED Q PFS CORP 3 3 A HDR:3-2x6 3 HDR:3-2x6 3 HDR:3-2x6 O O ❑ SPF42 O SPF#2 O SPF#2 44,_oA (NqR 2 6 2004 ca 7'-3" HDR:SPF#2 15'-6' 25'-7' 37'-5' z po it 3 a � � ALL EXT, WIND❑WS & DOORS ON LOAD BEARING WALES APPROVAL LIMITED TO FACTORY BUILT PORTION TO HAVE ONE JACK STUD & ONE FULL HEIGHT STUD INDIVIDUAL DOORS AND WINDOWS ARE UNLESS ❑THERWISE NOTED PAGE 18 (SPECIFICATIONS) DE PBS' SUB. SET. Woo ALL RANGE AND BATH FANS ARE VENTED TO EXTERIOR �- c a m ti NOTE: SEE PAGE 18 FOR WIND❑W AND DOOR SCHEDULES, THIS HOUSE USES MW WIND❑WS In M NOTES: 1. HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 5.BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 9. 2. )K - DENOTES ADDITIONAL COLUMN IN BASEMENT SIZED HEATING SYSTEM To COVER A 38,000 BTU LOSS 10. 3. STAIRS TO BE: 8 1/4' RISERS/9' TREADS 6. 11. w 4. CLG BEAM OVER LIV/DIN TO BED 2- 1 1/2' x 9 1/4' M.L. 7. 12. a 8. SECTION NOTES STATE APPROVAL STAMP 1. RIDGE VENT 2. 20 YR. SELF-SEALING FIBERGLASS CLASS C SHINGLE OR BETTER. 15# ROOF UNDERLAYMENT AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER 3. 7/12 NON-STORAGE RAFTER 16' O.C. z 4. R-38 FIBERGLASS INSULATION W/ VAPOR BARRIER O 5. 1' AIR SPACE PROVIDED BY BAFFLES AT EVERY ~ TRUSS SPACE ALL TRUSS MODELS U W o 6. ICE SHEILD (/) 7. 2x6 SUB FASCIA __J 8. ALUMINUM FASCIA Q 9. VINYL VENTED SOFFIT J . U � 10. 3' COMPRESSION STRIP � a 11. DOUBLE 2x3 TOP PLATE STUD GRADE ON MATING WALL 7 12. DOUBLE 2x6 TOP PLATE STUD GRADE ON EXTERIOR WALL t 13. SINGLE 2x3 BOTTOM PLATE ON MATING WALL STRAP HEIR TO EACH RARER �- 14. SINGLE 2x6 BOTTOM PLATE ON EXTERIOR WALL z °' Co 3 3 Of 15. 5/8' GYPSUM SHEATHING > < 16. R-19 FIBERGLASS INSULATION W/ VAPOR BARRIER 1 ' '7 2 rn v I I N 0D 17. 2x3 SPF STUD GRADE MATING WALL @ 16' i 3 m a 18. 2x6 SPF STUD GRADE EXTERIOR WALL @ 16` 7 ; 4 a cr __ as 19. THERM❑-PLY STRUCTURAL SHEATHING ON MATING WALL 6 i' I` 4 7 5 w M 64 2LU 20. 7/16' O.S.B. SHEATHING ON EXTERIOR WALL `I 8 Er_o 21. AIR INFILTRATION BARRIER SEE CAALLStCS MANUAL 15 9 Y 1S SEE 11 FOR OPEN SPAN 22. SINGLE LAYER 23/32' O.S.B. FLOOR SHEATHING BEAN SIZE q -1-4 70 a 21 q 7 45 12 R.A. OR P.E. APPROVAL STAMP 23. R-19 RIGID INSULATION ATTACHED TO PERIMETER co t 76 w w 24. 2x2 LEDGER STRIP STANDARD m 19 to APPROVAL LIMIT ED TO 25. DBL MIDSPF 442 PERIMETER BAND 7 13'-9" 7 13'-9" FACTORY BUILT PORTION _ 14 z 26. CAULK IN-FIELD 6 ' �, 13 m APR ® g Z toff 27, 2x10 SPF#2 FLOOR JOIST 12' O.C. I 31 TOP OF SILL PLA E ` w z w 28. R-19 INSUL. ENTIRE FLOOR INSTALLED ON-SITE 8 IN \It1U1lf 1►t!/ 0 d m CO29. I/2' D1A x 17' ANCHOR BOLTS WITH 15' EMBEDMENT 1N CMU AT 6'-0' O.C. i i� i 9 ' O� VR7 C�G I 141 I � j m fA 30. 3 1/2' MIN. DIA. PIPE COLUMN i> i i I A. �a a m N = 31. FIELD INSTALL SHEATHING STRIP No '31 32. 2x6 TREATED SILL PLATE i i 4CC�nHAN�(j���@e�.� 33, 112' CONCRETE EXTERIOR TT RIOORALLINSULATION ARGINGCOVER W/PERMITTED, BITUMINOUS COA 6 a0 �'/ `�SIONI�L" e`OPTIONAL �,� W E lift 34. FOUNDATION WALL BY BUILDER. PLANS 41 g > ENGINEERED FOR 6' TO 10' THICKNESS THIRD PARTY APPROVAL STAMP 35. 4 MIL. POLYETHELENE VAPOR BARRIER NOTES: CAPE SECTION WITH FULL BASEMENT = Z 36. 4' GRAVEL BED 1. ALL FINISH MATERIAL FOR RAFTER AREA, INCLUDING TRIM, WALL GYPSUM, z 37. 4' PERFORATED DRAIN TILE INSULATION, PLUMBING FITTINGS & FIXTURES, ETC., IS SUPPLIED AND INSTALLED BY APPROVED BUILDER UNLESS OTHERWISE SPECIFIED. Q 38. #4 BAR CONTINUOUS 2. ALL SHEATHING USED IS AGENCY RATED. PFS CORP � 39. FOOTING TO BE 6' MIN. INTO UNDISTURBED SOIL (TYPICAL) MAR 2 6 2004 40. 4' CONCRETE SLAB Z 41. 30'x30'x12' CONCRETE FOOTING APPROVAL LIMITED TO � w 4 . I6' 2' CMu FACTORY BUILT PORTION m 43 SPF. 2x8 SPF#2 CLG JOISTS @ 16' O.C. ,It- CO 44. 45. 1/2' DRYWALL w v a a z a m M tY Q o co Q o V 2x10 w J 0 � rW- 3 9 1/4' j a 0 z u N N 12' OVHG 2x6 SPF#2 z BLOCK :o 8'-0 u o n d5 v o W N o Ln 9 1/4' !- > o� Lo L�J oCHOR Z 10o BLOCD M SHIPLOOSE 2> 3/4' x 5 1/2' 2x8 STRIPS PACK RIDGE AS NEEDED 7 1/4' W J 10' OVHG BLOCK 2 CD o ��9• J ED w 2x4 2x2 F N o 6 5/8' 2, b / \ J,/ 5 Z F Q Z to O %I, / \ 76` g 3 0 o— N 2 x 8 }8 `p w ru v N 2x6 SPF#2 �c' co c M M L3� Q vI ^ 0 31 Y p mr� L5 IJ� Nj no 11 7/8' .o �6s 2 0- U co a P, Lii S z x nniioQoa 1/2' PLYWOOD �_ a �19 Q a s a L_ GUSSET PLATE 7 a D �2 i W z b x 4 d Q 0 ru 3�40 I,,\y co —' w z M Cu3 LL W J ~ Z � � r amcn 4'-0' 4'-0' Q I � � a m 2x8 SPF#2 2x8 SPF#2 APPROVAL LIMITED TO 10" 13'-9" 13'-9" 10" i L T PO>>Ti 14a a o 27'-6' APR Q 2 2004 N Q �;R p APPROVED z PFS CORP V J 1 E rNG, [f - C7 N 1131 MAR 2 6 2004 ALL MATERIALS ARE SPF-#2 OR BETTER UNLESS OTHERWISE NOTED APPROVAL LIMITED TO1�, CD d)d1°,11111!l:lll�� FACTC)�T Dkjl�T PORTION a ti a) M SEE PAGES 45 THROUGH 63 OF PBS SET-UP MANUAL FOR FASTENING INSTRUCTI❑NS NOTES: 1. 5. 9. 2. 6. 10. 3. 7. 11, Lij 4. 8. 12. a STATE APPROVAL STAMP 4-1/2"xt 1/2" 16 GA J STAPLES EACH STRAP Q 26 GA 1 1/2"x27" 1 1/2"x12"x26 GA w STEEL STRAP GALV. STEEL STRAP C) ® 48" O.C. z 0 4-1/2"x1 1/2" 16 GA z O STAPLES EACH STRAP 4-1/2"xt 1/2" 16 GA STAPLE N w L..L"J of z w Q a � TRUSS TO WALL ANCHORAGE OPTIONAL RAFTER TO WALL ANCHORAGE Z N O U N H � Q � T 6 m m Q fx 0 0 p�N et 4-1/2"xt 1/2" 16 GA X STAPLES EACH STRAP OQ m a O� 4-1/2"xl 1/2" 16 GA a j STAPLES EACH STRAP 1 1/2"x12"x26 GA m GALV. STEEL STRAP w L4 AT 48" O.C. 0 F o 1 1/2"xi2"x26 GA 4-1/2"x1 1/2" 16 GA w GALV. STEEL STRAP STAPLES EACH STRAP Y AT 48" O.C. a R.A. OR P.E. APPROVAL STAMP F 4-1/2"x1 1/2" 16 GA Q STAPLES EACH STRAP CLG. PERIMETER BEAM w N C G. CENTER BEAM TWO STORY - FIRST FLOOR CELING APPROVAL LIM7 FD TO TO BEARING WALL ANCHORAGE FACTORY BUILT PORTION z Z ROOF ANCHORAGE TO MATING WALL APR ® 20Q w o w O J co CLMU) OF Af4 o� KL RTA. TENSER � _ No. 4 1 2x4 FLAT 4-1/2"x1 1/2" 16 GA I II I II 0�4A19 e`er 4-1/2"xt 1/2" 16 GA STAPLES EACH STRAP 3-3/8"x3" LAGS 'CFnG�` STAPLES EACH STRAP I 'I 16d(NAILS ®6"O.C. s�i�s�� f�1�L 1¢t`,,,,`�� 1 1/2"x12"x26 GA 1 1/2"x12"x26 GA GALV. STEEL STRA THIRD PARTY APPROVAL STAMP GALV. STEEL STRAP AT 48" O.C. z w 4-1 2"xt 1/2" i6 GA 4-1/2"xt 1/2" 16 GA cJ.x / / STAPLES EACH STRAP _ STAPLES EACH STRA APPROVED Pn CORP Ln w OPTIONAL TRUSS TO WALL ANCHORAGE FLOOR PERIMETER BEAM MAR 2 6 2004 Z BEARING WALL TO FLOOR ANCORAGE AND CORNER CONNECTION APPROVAL WITIRD TO N W �ru,m ��►M�fi RTION D m w Qo LD a STATE APPROVAL STAMP 16d NAIL 12" O.C. (ON SI V) z 0 16d NAIL 12" O.C. (ON SITE) RIDGE CONNECTION 7 SCALE: 3/4"=1'-O" U 6i L1J o 4, J 2-16d NAIL INTO EACH RAFTER (ON SITE) Q o U .I w _ (� J U M N H \ Q � 2 RAFTER CONNECTION co 7 SCALE: 3/4"=7'-0" 3 a Q 2-16d NAIL EACH TRU ON SITE) o 0 rn NAIL INTO EACH RAFTER (ON SITE) N-0 O� ma o_ 3/8"x 6" LAG SCREW 4' O.C. (ON-SITE) a Er CD 1-w CD ww w� �o w� Lu w it a 2-16d NAIL EACH STUD (ON SITE) R-A. OR P.E. APPROVAL STAMP APPROVAL LIMITED TO w 2 KNEE WALL CONNECTION FACTORY BUILT PORTION 7 SCALE: 3/4"=1'-O" 3 FOLDING OVERHANG 4 MARRIAGE WALL CONNECTION APR 22004 Q 7 SCALE: 3/4"=1'-O" 7 SCALE: 3/4"=1'-O" O 1/2"x 72" THREADED ROAD 4' O.C. (ON SITE) `�,�Ol\11 Tillll/ll��f'' w o W OR 3/8"x 6" LAG SCREW EVERY JOIST �� �P\j OF�a +9 ��i 0 J co 16d NAIL 12" O.C. (ON SITE) ALTERNATING SIDES (ON SITE) J� C. � Or } o� amen 3" O.C. ABOVE 25 PSF WIND LOAD ku`��� A. STENB G 10" x 12" x T/2" STEEL PLATE = i\jp �131 e WELDED TO COOLUMN (12" PARELLEL WITH GIRDER) 4-3/8" x 4" LAG BOLTS lls A 14 a THIRD PARTY APPROVAL STAMP MOD n AR 5 T—iP NO TT 1. SEE PAGES 21 THROUGH 29 OF SET—UP MANUAL FOR 2 MODULE 1 _W SET—UP INSTRUCTIONS U 2. SEE PAGES 31 THROUGH 33 OF SET—UP MANUAL FOR 2 STORY Z J (4 MODULE)SET—UP INSTRUCTIONS. �{ x `� `l � 3. SEE PAGES 35 OF SET-UP MANUAL FOR 5/12 AND 7/12 ROOF 6" STEEL PLATE WELDED TO COLUMN APPROVED SEi-UP INSTUCTIONS. � VARIES 4. SEE PAGE 41 OF SET-UP MANUAL FOR HINGE EAVE OVERHANG PM CORP OO SET-UP INSTRUCTIONS. 4-1/2- x 4" ANCHOR BOLTS00 W ,��\�\m000 ° w MAR 2 6 2004 ' �\��\\/ p00 O - .. -/\\\\/ > °°ppOpppO°o° °pO°OpO°pp OppO o 000 \ \; SEE PAGE 50 & 51 OF QUALITY ASSURANCE MANUAL FOR FASTENING , APPROVAL LIMITEDTO SCHEDULE FOR PLANT BUILT ITEMS FACTORY BUILT PORTION. m 5 TYPICAL BASEMENT WALL 6 7 sGALE: 3/a"=1'-0" FLOOR GIRDER BEARING 7 SCALE: 3/4"=1'-0" a a 12-2 z 11 0 v1 Q wP 2 Q 2 CD GFI a • a o J GFI F 2 CFI o "a' z 2 3 10'-5500BTU 5'-2750BTU 5 6'-3300BTU P �J N N GFI — 2 2 5'-275 T ZD r- - -- _ u o 1 �410(0 BT - - - - - - - -- - - - - 8-3 OE KI FL a I g-- w v _o ' F 'iii 14-2 ; Q a z L u0 FI d 5 , W z BOX AN BOX AND 4 10 1 �u 3 I J r — 1 T BLOCK G BLOCKING • Q zo I w J xL — L 3 — —— —--(� 2'-11 BT1114-2 3 -- - - ----- - -- — J , 3 30 , z N CHIMES Z I I CD1— 1 J.B IN CEILI G Z w a z o FOR RADON U P i W p 1 4 14-2 5 I A Q z • I 114-2 2 I w u < 3 a N 4 . F= =_====9 57 1 1 3 �I a 1 5 s AFFS S I W i GFI P 1 ru o�jG 7 10. I I 5 Z mcu ELEC. DROPS ' �T__� 1 1 --I 10 SI PE S 5 S TV Q N ; W/ 22' C❑ILS CHIMES AMP w dm^ 8 SI3 S3 7 L---------CONN_ ch a Q ° o ro I L— — — - - — � !n �cu��co a 8 14-2 I -- --LSD P.E_ - - — �6 5 P.ET - -- - 6 I �oW�n L—— ———— - —0 6 u ———— — —————— — EMERGENCY TO BSMT DER RED. _ (J Lj _ ----- - --- � _ � TO ATTIC J.B.J � U(� wP°gzv S BOILER SWITCH S.D. T LOCATION T ---------- 6 6 Q o Q a �afa< P.E. SD j 7 5 APPkOVAL LIMITED TO ACTORY BUILT PORTION a z Z Z I s 0 II I Ico e ; 14-2 ; APR ® 20D4 nj o � z uJ w ( i TV 1472 1 6 6 , v' d coV) i I I ```{,��e►111� iiu� +' Q I I I TV I P p�� WRoz T I TV I I P I A. = I L- —— —— —— ————— —— — = c ST-;l43 �• _ e i 6 — 1131 N J I ; 7 L--- --- %ADO ��l1 C'��k�.`�`` o ih -3300 I I 8 40 7 '' 'c�S' A ��?�`I101 a N a 6'-3300BTU a S I 7 6 10'-5500BTU ��s7„'Q�t�L1 `,`e��o a ELEC. DROPS CHIMES W/ 8' COILS wP GFI 1 XL 8 L 9 APPROVED 3 NOTES: 12-2 Pn C+ORP 1. INSULATED STAPLES REQ'D TO SUPPORT Q ALL WIRING ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS AND MAR 2 6 2004 2. 1210 SQ. FT. (SMOKE DETECTORS REO'D SMOKE DETECTORS IN BEDROOMS ARE PROTECTED BY AN ARC-FAULT EVERY 1200 SO. FT.) CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12, 2002 NEC. AP"QVAL WITE0 TO 3, SMOKE DETECTOR: TYPE PH❑TOELECTRIC FACTORY BUILT PORTION A N M 1 20A 120 VOLT 12-2 7 15A 120 VOLT 14-2 13 19 20A 25 2 20A 120 VOLT 12-2 8 15A 120 VOLT 14-2 14 20 20A 26 3 15A 120 VOLT 14-2 9 20A 120 VOLT 12-2 15 21 20A 27 w 4 ]SA 120 VOLT 14-2 10 20A 120 VOLT 12-2 16 40A 240 VOLT 8-3 22 20A 2B c1 (� 5 15A 120 VOLT 14-2 11 20A 120 VOLT 12-2 17 23 20A 29 d 6 15A 120 VOLT 14-2 12 18 24 20A 30 15A 120 VOLT 14-2 GAS RANGE MAY REPLACE ELECTRIC RANGE STATE APPROVAL STAMP r JUNCTION BO%IN DUPLE% RECEP71LE FOR RANGE WILL BE A / BASEMENT FOR RADON PLACED ON A SMALL APPLICANCE CIRCUIT REDUCTION SYSTEM WP GFI CT ENERFLEX-il" 2g DerieW,n16In �soe I 4 XL DINING ROOM q straln-Re covw (n KITCHEN CHIME BUTTON Cubierta Prolectora 000 Ground Wire(Grem Coraact Position on Homing) Z BEDROOM #1 -BATH #1 �� TO CEILING LIGHT I Conducio,a Tima(Posic"del 6 I L - - GFI OVER W/D AREA FOR i / I� CadLIpot Verde en 18 Caja) J --_ B / - - / CRAWL SPACE OPTION 25.4 wm , 7.94_ ELECT.PANEL - CT C O 1 � [1.00 in.] [.J73 pL.] Z LOCATION CRAWL �L13 _ 6� Ca)y p PACE MODELS r O IPIC vl �o SEE NOTE I W. W. rb� Q / 61ack wim (_, ELECT. ConduLmE White wwe _--_ Conduct DROP AMP 5 -- J -- - F1gue 1(FIg1Wa t) Cable Jake! ItrL'" D Blanco a N I H t t Cone y Desnude el Amlanliereo U ~ 3 H.el Marc do (�] a Z I � I o � J � I N 1 Now This figure LS actual size, II I LUJ n ILIVING ROOM �� ��"�"�wwLtmts' FormN4res o BEDROOM #2 O I T Mots Este Bgva aparece en tarna2lo real. Separe Conductor \ / I BEDROOM 3 pero la ffWes4n PmAe onginar ddererclas. n // I # Figure 7(Flgaa 3) Fig—2 IF"2) a � Jaw Flat i Pane Plam Be I / Ws Mardlbula \ u m m / SIR /2 sw 3 1/2 SW 1 CC Post IN XL (�'1 Tope \�3 0 0 GFI CHINE BUTTON JUNCTION BOX IN BASMENT FOR DOOR d .>' Co Tkw splice RANCH OPTION CHIME TRANSFORMER I EAIpahm a CabadD 1 X CAS RANGE MAv NPIAGE REnRIc RANGE t'.. '. Rekrdior!Cfip O Q DUPL[X REQPM[id1 A:ANtt lDRlanl "' DO_ 1�,�B0sw�DD. Pucm D..SMALL.Pcl j Syetadar de Reterlddn a Q� MamhEg Holes a Housing Slot Agugero5 de Moreaje Rams de Caja F- 6(F*Wa 6) cr Do _ w w DINING ROOM •�B rNx B+T1w Figue 4(Fg1Ba 4) Tad it O Oreja tk Cure 1� F p BEDROOM /1 BATH 81 0 KITCHEN/ 'J' LoIrLp urtch de2 F ` w R.A. OR P.E. APPROVAL STAMP Mattag Fates �. U) _= Carats lle Ca11aL7o LU ro R�$� FKR-6(Fglra 5) FNJL-7(F-9-7) �\ APPROVAL LIMITED TO / g LIVING ROOM 2d2 �,p �pROOM/2B Fam e04•.33 TATB FACTORY BUILT PORTION BEDROOM 113 J 1 Z U AMP APR [� � 20B w � En FIGURE 1,2,3,4,5,AND 6 DONE IN (n z M n DNN BDnw FACTORY BY PBS �`711111 II11 U.O0 co BUILDER TO SNAP AMP CONNECTORS `���� F /i// a m (_ RAISED RANCH OPTION B �ODGR 200 AMP SERVICE PANEL TOGETHER ON-SITE-SEE FIGURE 7 \�� �P�j �`A�j /r TOUR TRANSFGiTMO DIRCTn1 B2EANLIt WRE IME BREAXER —.7 4��p >T C '� ■^M■ f mc_ennui mEN,c. DESCAvnON AMP VOLT "" szE ANI'VOLT as]tlPtuXl mENnE. EUL 7R ` o� EN V R L NOTES, `� r A+m L0A0) A-1 WALL APPUMNCE 20A 110 20A 12-2 12-2 110 SMML APRNNE 8-2 �AttR 1. ALL WIRING TO COMPLY WITH LATEST NEC AS ADOPTED(COPPER). A. a DO GENERAL IXRRNG 13A 'TO —7 ­2 — 'TO -CENTRAL UQ"TND D-4 __4 E-5 GENERAL L— 15A NO A-2 117 15A 110 GENERAL UG MNG F-6 2. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL THE s U STENB- G � DISTANCE 70 A RECEPTACLE BE MORE THAN 6'-0'. _ G-T GENERAL 1R;f+TNc ISA 110 1., : tsA no GINI-TT.. N[RR Axn eAs err mnm+ I-9 GNE ERAL lmnAUG +5A n0 1ti2 1�2 15A n0 GENERA LKMTLNG Ms+o 3 ANNY LY}ALL 2'IN LENGTH OR GREATER WILL HAVE A RECEPTACLE(HABITABLE SPACE s L V pLO. R3q O C0 - vx�alt%ww IT AUALNr VON r%aN Wi3 GENERAL LNNING 15A n0 11-2 tt-2 2W n0 WRINGER 1-+2 4. WALL SWITCHES TO BE 5/H RECEPTACLES TO BE 11'TO BOTTOM a BOX FRO. f ND 10 suB PANT V tiA ORYER 30A 220 10-3 B-3 : 220 RANGE/WML OVEN FINISHED FLOOR(BOX H[IGHIS ARF APPROXMATF%) �- 5 D-t) DISHMASH[A +SA 110 14-2 P-1B S. All COUNTERTOP RECEPTACLES W SWITCHES lO BE 18'70 BOTTOM 0.BOX FROM B1OPT.GARBAGE O19'OSM - TIC t2-2 ID-2 2 22D MAID NGRR 28 FINISHED FLOOR(BOX HEIGHTS ARE APPROXIMATES} SUB P_R/MVO MNAAO A+D B,Axw aRDAR r NB+R[D 5-T R-22 6. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO HE /I/F 1 i t EL\tt,`` ELECTRIC AL - 22D 12-2 12-2 2" 220 O.[CTRC I 7 11 INTERVENING WALL SWITCH.SMOKE DETECTOR INTERCONNECTED FOR SIGNAL PURPOSES C, 23 NAe1 nANB ,R/NAs a O U-26 1-11 7. SMOKE DETECTORS MOUNTED ON CEILING.WALL MOUNT IS OPTIONAL. WANp ovpnS BY NAwp,C10RL 2T RFc,RiC NCR, zw :20 12-2 1x-2 z0A 220 ElEclidc I[AT 28 B ALL RECEPTACLES 70 BE GROUNDED TYPE. THIRD PARTY APPROVAL STAMP TYPICAL SERVICE ENTRANCE v-2B B+ LIE ]1 CTRIC HEAT 2. 2. 12-1 ­2IOA - ElEc-K., % 9. STEEL PROTECTORS USED A7 INTERIOR PARTITONS.AMD EXTERIOR PARTITIONS AS Z Rm >7 REOUIRED. IT,BADO 'F3] SPAR( SPAR[ r-N 1Q NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-a 35 Ia]IUGOKN SY51E 11D 20A 12-2 12-2 2oA 'TO BAD1 0', dWRA,ED STAPLL [V51MlEp S,APLE 17 CWGiOP 220 B-] 12-2 20A n0 BATH w 23B 11. CONDUCTORS AND ELECTRICAL EOUIPMENT SHALL BE LABELED OR LISTED BY A APPROVED z U NATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SUITABLE WITHIN B'(f BOY NMN B'O BOX >9 4-2/12- 15A 110 TUB an M FOR LOCATION AND USE IN COMPLIANCE WITH I7S LABEL AND LISTING. PM CORP 12. AT LEAST ONE RECEPTACLE SHALL BE NSIALLED N HALLWAYS OF 10'-0'OR WATER HEATER NAY BE 0NM11CD BY BUUKR RNCM MTTRNAINE SOIHLT a MORE IN LENGTH(4'FOR RL),NEAT FORW,ER 51IPPLY IS PA-CEO BY BUILDER 13. ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. M 2 Y//ni CONTRACY OO NOW,ADDITIONAL CRUM MY BE AWED DR DOE,CD AS ROB,PAN OR SALES N MIATE 14. CIRCUITS-12-.-13/15-R'18/20'INSTALLED W PANEL BY THE MANUFACTURER MIEN w CRAWL OPTION IS USED. CIRCUITS ARE INSTALLED BY BUILDER WITH FULL BASEMENT. 0.' 15, BATH GINS VENTED TO EXTERIOR �\] (/�/ FACT OF a AR(%IND FACT OF ARDIIAD APPROVAL LIMITED TO p FACT lr Bn //� FAO O BOX DUPL[X RECCPIAOE ® EXIERIpN LKR11 16. RANGE 1100D5 TO BE VENTED TO THE EXTERIOR Z V/ r/2 5W(D SMITV RE RP ACLEOLE Q CE0.1NG LIGHT UNLESS SELF VENTING/F7L7ERING IS USED(loo CFY INN.). Iel01�T'�?RY BUILT PORTION " 6r N 9RAT1UIG / \_�ATRR� z20 V RCOPTACLE ® GARBAGE pSPOSAL 17. MA AND R.I.-ONE SMOTE DETECTOR FOR EVERT 1200 5Q R.a FLOOR AREA V p IF E%PWCD IF EXPOSED $ WNOLE PULE SMTGN //,Rp MATE/I CwNECTw Ill ALL HOLES THROUGH PLATES IN WALL MUST BE FTRESTOPPED. CO J S3 DNCE WAY$WTCN O TV JACTT X � DO2,BO" .RATE YIiMI x.Wna GEAR YIIALL O5 —11 LIGHT a PHO,E.RCN 19. LOCATION!OF ELECTRICAL PANEL N CRAWL SPACES MODELS IS TO COMPLY WITH ELECTRICAL BOX MOUNTED BETWEEN WOOD STRIPS ELECTRICAL BOX MOUNTED TO STUD ® FAN UGHT VENTED TO EXTERIOR ® Dow G TTIES SECTION 110-16 OF THE NATIONAL ELECTRICAL CODE. IN TK N ME uo CAVITY BETWEEN ASSEMBLIES SHALL N0,H �® AC/pC SMOKE aTECTw rD WR:AMO,PROGr 20. ALL ELECTRICAL DEVICES ARE AGENCY LISTED. O R THE SAME ARCM GW,Y Busno OR INAT usiL /oG on GROUND FMAT CIRCUIT NTERUP,ER 21. FURNACE LOCATED IN BASEMENT MUST BE ENCLOSED WHEN SAFETY SWATCH �- BoxES N SEPARATIONS ARE LISiEO rw EMIT VSC [D SAFETY mscow CT IS LOCATED IN BASEMENT STAIR AREA FOR C7,W.MA AMD RL Q a LQ4Dc4LajLA'nCN(r'A®LE22D.30 NEP k � k x_ w. c s ' E i , W4TT5 CR\/CLTANPS TOTAL _. AIR00"I MG(10004 0 0.65 0 m EI GaffPLH.CMC3DACEI.6o►"nW.° 0 0.65 0 i I LfSTFMFa.RSffEdATLYCCl ffUlD 0 Q65 0 f'f i 6ITRC FEATE S 1 f , FR)L.RCRNICF� TLYCCNTF�1M 0 Q66 0 .. ,...- EJMRCSPACEI-EATBRS *Iffi-TFELAFtECFTFf.AIR00m1 mwjL04D f CRT 1-EI]V ®L"BVIMDCFTI-EI-EATINGL )4D f V IVVi . I /\, W w/11 1 E Cam..uC+nwa ; (L�3) 44 27.5 3 3630 2�Y15'+ 12/14 _. SIV14LANFLIA a c u z 2 1500 3000 20 12 1500 20 µ 12 s R }_ 3000 30 10 Ia;mR 5 30 - 10 ' : vwTe�l-64T�t 4500 25 10 w r_ mu- 123M 40 8 F 0 15 14 caslaoslat 0 20 12 —,-o EATM 1500 20 12 < EAlM 1500 2D 12 ,� ,- I EATM m; r _. u _ 0 � 20 12 -., z! BATHI4 - - 0 20 12 sze �2 �� a MRYOCL 0 20 12 SMOM t , i RFb'T 10E4NCF0TFERL10A[B@1v/0 ..�M fin....�,n.., I��..p �.�. 3 F�V,�I(�'.MrLT R J5, y F�VIAIImCFOTFRL0"@iV .- _. .._ .. ..._ I /0 y 25630 Q4 1C�52 i I i • a i TOM CALCU AlMLi04D X912 Tt�TAL LOAD,MLT EF, FMADS ACESIZ AM�'1 2M 240 84 E • I i I IP6TALl..EDWE L r+ , y 2M .............. PAGE: SUBMISSION: APPROVED PROFESSIONAL 11 DRAWING: ELECTRICAL LOAD CALL P�CORP � 72 EAST MARKET STREET•P.O.BOX 219 F REVISIONS: BUILDING MIDDLEBURG,PA 17842 DRAWN BY: DATE: SCALE: BUILDER: VARIES M8KCaN6 20YARIES B S SYSTEMS,INC. _'l ajDq IAPPROVAL LIMITED TO .FACTORY BUILT PORTION 44'-0" z O � I Q o F-— — — — — — — — — ——— — — — —— — — —— — — —— — — —— — — — — — Q — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a I W J I o w 3 ~ a o I � I I I I zo c- Li I I A n' o in I I Q a _ I I I w Z u 3 m I I I Q o I I I I W ED $ o 0 I I _ I I I I 7'-4' 6'-8' 6'-8" 6'-8' 6'-7' I 1 1 I Iru W �N I r r I OEM I I I I I I I I I I I I I rl ID m M I I I I I I I I I I I I I Q m �Ino '-x W I I I I I (__) a� 5 J u I p 30'x30" CONC. I I Z �N Z NOQo=a FOOTER W/3 1/2' I <l: i DIA. C❑LLUMN �PROVAL LIMITED TO q o z I I I F OTOY BUILT PO RTION Co z co Z W o, i i i i CLl o 0 a CO CO) I I aPR � :� 2oa4LL_ 1MWSq'�iye� a m u T C'f i I I A STENO v 1 N 1131 �, a I 8" MINIMUM CONCRETE WALLS I I G �' L---- - - ---- --- I I % ©c�t'H/1f�� �e'�,` rna ————— ————— ————————— ——— — — - -— — — —— — —— — — — —— — — — — — — — — —— ——— L ——— ——— ——— --- -- --- -- ---- - - - - --- -- ---- — — r APPROVED 3 PFS CORP Q w Q MAR 2 6 2004 APPROVAL LIMITED TO W o . FOUNDATION DRAWINGS ARE TO BE FTORY BUILT PORTION Q N A GUIDE ONLY. PROFESSIONAL BUIL ATE EPT ANY � M LIABILITY OR RESP❑NSIBILITY FOR INC❑RRECT FOUNDATIONS. NOTES: I. FOR ADDITONAL INFORMATION SEE FOUNDATION TYPICAL PAGE #13 OF THIS SET 6. MAX. ANCHOR BOLT SPACING: 6'-0' O,C, 2. PERIMETER RAIL ATTACHED TO SILL WITH 16C1. NAILS AT 3' O.C. (4'-0' O.C. MAX, IN AREAS WHERE WIND VELOCITY IS 2 OR EXCEEDS 100 MPH) 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 7. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D, TO PROVIDE 1/150 [IF FLOOR AREA AS FREE VENTILATION 014 4. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. a 5. M OR S TYPE MORTAR TO BE USED 8. NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION OVERALL LENGTH OF HOUSE PER INDIVIDUAL STATE APPROVAL STAMP FLOOR PLAN FOUNDATION NOTES: � t. ALL CONSTRUCTION At MATERIAL BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TOE BE DONE IN ACCORDANCE ___ I a z W/STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. r——————————ZS— ------ ------------------------1 LL� I 5 n 2. PLASTIC PIPE SHALL NOT PENETRATE FIRE SEPARATION WALLS,UNLESS PROPERLY PROTECTED I 11tRIOR PILASTER OR CKFIL REQUIRE[)EXCEEDS FLOOR PLANS ARE DESIGN WITH MAXIMUM WALL THICKNESS OF IG I z o AND WALL CONTINUITY MAINTAINED. I I0-0 O.C.WHEN BACKFILL E%GEED$ BUILDER IS RESPONSIBLE 10 DETERMINE FOOTING AND ALL REQUIREMENTS. I I o ,�Y 5'-0•IN HEIGHT IF WALL EXCEEDS 10 BE AFFECTED. L———— BASEMENT STAIRS MAY I v, 3. BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION&BACKFILL, PILASTER,ECT MUST COMPLY W/HUD MPS 4900.1.601-1 TO 601-18 WITH LATEST I I FOR LOCATION OF STAIRS I REVISIONS STATE/LOCAL CODES,LAWS,RULES&REGULATIONS INCLUDING FMHA 4241 ( i SEE APLICABLE FLOOR PLAN EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. o I I I 4. INSULATION IN FLOORS OR ON FOUNDATION WALLS, AS REO'D TO BE THE RESPONSIBILITY �. I I UNLESS OTHERWISE SPECIFIED I I & Q OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. I I ACCESS TO CRAWL SPACE BY BUILDER AC/DC SMOKE DETECTOR IN I I > 0 I IN COMPLIANCE WITH ALL STATE AND LOCAL CODES BASEMENT BY BUILDER ( I 5. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR I I I L——J I In AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE CORNERS AS POSSIBLE I I I I z O (A MIN.OF NATURAL LIGHT EQUAL TO 2%OF THE BASEMENT AREA MUST BE PROVIDED FOR MASS.&R.I.) I SEE GIRDER I m > 6. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY NOT BE J I PIER Fa, - SPACING SCHEDULE I Q w I soAa 30"x 30•x 12"CONCRETE FOOTING I VARIES LL REQUIRED. CHECK LOCAL REQUIREMENTS. o I I TING I 7. THE SINS OF All DOOR OPENINGS BETWEEN THE GARAGE &DWELLING SHALL BE RAISED yo I I ——1 (- I--—1 NOT LESS THAN 4• ABOVE THE GARAGE FLOOR. F " I I I r1/2' 8. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL —SOIL CONDITIONS. I L_ _j L--J L--J L---I I > I ADDITIONAL SUPPORT COLUMNS9. CRAWL SPACE FOUNDATION REQUIRES A MIN.OF A 16'x 24•ACCESS OPENING. "' I 30'x30•x10- CENTER BEAM WITHIN FLOOR ARE REQUIRED UNDER CLEAR SPAN$FOR VENIILATION 1 3 OF 1%OF FLOOR AREA PROVIDED BY CROSS VENTS �a I CONC. FOOTER SYSTEM(SEE CROSS SECTION)/ IN CEILING GIRDER IN EXCESS Of 6'-0•MADE INSECT&RODENT PROOF WITH SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN I 3 MIN. DIA.STANDARD STEEL I IWOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18• I C7 I PIPE COLUMN STANDARD FOR ALL I \ I ,"3 10. FIRE SEPARATION WALLS IN DUPLEXES OR TOWNHOUSES SHAH MODELS WITH FULL BASEMEN75 BE CONTINUOUS TO � I I I ry BASEMENT FLOOR(ON-SITE BY BUILDER). o I I I a \ It. PERIMETER RAIL ATTACHED TO SILL W/16d NAILS 16-O.C.(3.O.C.ABOVE 25 MPH WIND LOADS) o I ; RANCH, CAPE, T W 0 STORY ANCHOR BOLTS TO START 1'-0•FROM EACH END OF 72. THE MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER I I FOUNDATION AND CONTINUE 0 6'-0"O.C.AND SHALL I EXCEEDS MAX. SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. i I BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I I > CD 13. LOCATION Of WASHER,DRYER,WATER HEATER, &FURNACE IN BASEMENT TO BE INSTALLED PER I 2x6 CONTINUOUS SILL PLATE FASTENED TO I I Z Z of I �IOUNDA!ION WALL WITH 1/2•,1 17•ANCHOR BOLTS ( 3 3STATE&LOCAL CODES(OWNER/BUILDER RESPONSIBILITY) WITH 15 DEPTH IN CMU AT 6'-0 MAX I I < 'c 14. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS I TYPICAL 6'-0•MAX. 6'-0"MAX. -0 MA%. O n 15. SIZES REFLECT WOOD 10 WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO I L— ————— ——————— ——————— ——————— I rn NN OVERHANG FOUNDATION. IF 3/4'FOAM INSULATION IS USED.INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2'TO MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. ——————————————————————————————— r————, E-———————————— X L m OOAC - I OPTIONAL CA__LV_—NL—ANT a NOT WITH 2 STORY OPTION I J I NOT WITH 2 STORY OPTION a rw vmmuu��RwR SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I I F m W J _________________ _ W 1 Fts_____________ I I I I VARIES PER INDIVIDUAL t-p I I I I FLOOR PLAN N I I I vmimmuu nmRu W Y b I I i t _______________________________ > Q ----------LJ- - -------------------------- R.A. OR P.E. APPROVAL STAMP f I I sa aimm I I I I I I I'_I I I 9Natl�mixF I I I I 1 F ------------------------ Q s T , I I I I I I I 1 I 1111 I t t 1 I I I I 1 I 8 N APPROVAL LIMITED TO FACTORY BUILT PORTION It 1 I 1 I I I I $ I I 1 1 1 I I 3 �{(� (a� J 3^ 1 I I I I I I I I I I 1 1 , APO 2�0 1 a U Z Z � 1 O r--� (_0 co Z m g L, p F I I s I I I r- 1 1 I ,L' AO FM�'/'////I I 1 1 "T" AND 1" RANCH/ UST qc� tIJ TWO STORY F'�p /� I I I I I i I I I I I I STEINB 7 G = 1 I I I I L_ J I I � 3 BOX WIDE RANCH, CAPE, TWO STORY I , L__________________________� No 111-1 - 6 I 1 11 I L-- --_ - -- --r r'---1 r------------ 1 I I I I I 1 I 1 I II I I _______________ _______________ 1 I I 1 I L Rm inw 7 .6tx a im, vmn,a•aout rP,R a Rmu vMas —vm 1 11 0 e w •oou¢x REaA,Eo wl.x.wuu n xAx naw xux /////I/7 Fl ti i l9It Q SEE PAGE 4 OF THIS SUBMISSION FOR HEIGHT CROSS SECTION OF THE FOUNDATION THIRD PARTY APPROVAL STAMP BASEMENT COLUMN SPACING 10'-0" TO 15'-9" WIDE UNITS METAL WASHERS-�L W DOUBLE WIDE UNI TRIPLE WIDE UNITS 30 nsf 40 IDsf 60 Psf 30 r)sf 40 Dsf 60 pst L' ZU. I,.DE B'_5' 4-,- T_7" s N MNE 6'-„' 6'-8' 6-2- APPROVED ]2 WDE T-9' 7-9' T-4' 12 MNE 5'-5 5'_5• 5'-5' PFS CORP 24 8,0E 8'-5' IF,- 7'-7- II 180E 6'-,Y 6'-8' V_7' `} 28MDE IF-s' f1-3- e•_,• 78MOE 6'_8' 6'-2' 8'_Ir MAR 2 2004 In 180E 7-9' Y-9' T-4' 32 MOUE 5'-9' 5'-5' W-5' FY E28 _ _ - 2,MpERIA NIA > _ _ - 3 28 WOE NJA N �'(HOOKED PLATE EYE & PIN MUD SILL s-o' t-B' ,-3 3z NOCMIA N/A AFFPI®OVVAL LIMIT/CTED T(yto�j In 6'-8' 6-8' 6'-7' 2B MOF 5'-5' S'-Y ,'-,0" FACTO t• Bull■ PORTION m �TYPES OF SILL ANCHORS: 6'-T -3• 6'' 32WDE 4• 4'-7 1. FOR ADDITIONAL DESIGN CRITERIA SEE CALCULATIONS MANUAL SECTION: FLOOR GIRDERS. 2. MAXIMUM SPANS INDICATED INCLUDE 4"x6" PLATE ATTACHED TO TOP OF COLUMN. w (2) r Q a z 0 � a o a o � � J o � J N a z z U N N z 0 t, o N ob n Li O_ (U Q a zz Un � o LJ o z u 3 J Q � o � J a J < z 0 0 z J w 0 O m zz O_ N a M F Q' o Lf7 Q m u 3 0 w cy N c c N 1- co c('7 ` ID ^ v/ W Q M 1 1 Y a-0 n J Q L 5 p Q] f N x v n U LiW�j 3' VENT o Q0x THRU ROOF Q ^a a 3' APPROVAL LIMITED TO I z J 2' 2' 2' 2' 2' FACTORY BUILT PORTION ORTION � � o z 00 z z o2(04 LL mAPR aco)2' 2' 2' 2' 2. 3' ��p� URT TEN RG N . 411131 KIT LAV SINK TUB LAV % �� \���w� ``� a WC ��1 �°e°°° v� F a SH WC 1- v a — ———— — — — —— - - — — — — ——— —— ——— — —— 2' 2' 2' 3' TO MAIN SEWER r 2' 3' 3' 3 3• 3' 3• 3. CAPPED FOR APPROVED PFS CORP 3 FUTURE BATH [--� af ra MAR 2 6 2004 DWV PLUMBING LAYEJUT APPRovAI.WMITED TO o EACTORY �pT!, 1��l�I� Q M M FOR ADDITIONAL INFORMATI❑N SEE TYP. PLUMBING DETAILS PAGE #15.1 & #15.2 ❑F THIS SET NOTES: 1. PIPING SUPPORT: DWV 4-0' D.C. VER. / 3-0' D.C. HDR. 2. NOTES ON THIS PAGE TAKE PRESIDENCE OVER NOTES ON PAGE 415.1 & 15.2 w 3. ALL TRAP SIZES ARE 1 1/2' DIA. EXCEPT SHOWER, WASHER AND a KITCHEN SINK WHICH ARE 2' DIA. Nj a z 0 � Q o � � o f J � � 3 a o j r z U N Z CD U o (U dS � W o_ (U Q a zz Lf� o Y J J � r 2 Z 4 LLI � u 3 J Q z Li � J a z � N E O zCIN O J o o N z 0 A z Y � Z A u17 . Q o 0 KIT SI NK LAV TUB SH LAV w � w af v fU H OD a M I W WC � n� 1/2' —� 1/2112'' I 1/2 I I I 1/2' � m fN oc Gu;o ]/2' — 1/2' ——— — —�— 3/4' _ —— 1 3/4' 3/4' — 1—— 1/2'— — _ — 3/2' — — — — J U w C3 J a.]uj 112, 3/4' 3/4' 3/4' 3/4' 3/4' 1/2' z a o Q o am a I Q �aEaL 3/4' I 3/4' APPROVAL LIMITED TO '4- Z VACUUM RELIEF FACTORY BUILT PORT IONo Z TD V VALE qj coLL w o w FG` f�pA 1p� 2004 a. co I q<IE 3/4' 7 6 P � 3/4' `eee1\e\1SS6UU411 r1 -tl1l'1/ VALVE '`♦♦ GA�,1aa M^w�C yiyy d m LLi` s R T IVD 1 7Ji V) J Cj C3 yi ,� C? ♦ L7 a r [n WATER SUPPLY LAYOUT APPROVED—� Q � ae PFS CORPcz INDICATES COLD WATER SUPPLY -— — ———-INDICATES HOT WATER SUPPLY MAR 2 6 2004 l�l co 0 APPROVAL UMITED TO WATER HEATER IS: 52 GALLON ELECTRIC <TO BE SUPPLIED AND SHIPPED LE]OSE BY PBS, T❑ BE INSTALLED [IN—SITE BY ❑THERS> FACTORY BUILT P®pTION Q M " w e L a WATER SUPPLY NOTES: STATE APPROVAL STAMP 1. ALL WATER AND DRAIN LINES ARE STUBBED THRU FLOOR ONLY, FOR FIELD COMPLETION. 2. ALL POTABLE WATER LINES ARE TYPE "L" COPPER, CPVC PLASTIC IS OPTIONAL. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. 4. ALL VALVES ARE GATE OR ANGLE TYPE. Q CONNECTION TO 1/2" CONNEC110N T 1/2 5. ALL HOSE BIBBS ARE 3/4" NON-FREEZE TYPE OR DRAIN VALVE. W SHOWER HEAD SHOWER HEAD 3/4" AIR Q CHAMBER 6. WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER IN FULL BASEMENT. INSTALLED PLUMBING ACCESS ANTI-SCALD VALVE ANTI-SCALE VALVE CONNECTIONS TO BY FACTORY FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE. PANEL-,,,, ALL SHOWERS VANITY FIXTURE Ji ALL SHOWERS Z qHOl "xl5" HIGH 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR _J o CHAMBER PLUMBING ACCESS BY BUILDER. S PANEL1/2" 3/4" AIR 8. FIELD PLUMBING TO BE APPROVED LOCALLY & FIELD TESTED PER CODE BEFORE CONSEALING. 1/2" CHAMBER9 PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIREDCONNECT TO SHUTOFF NOTCHING AND DRILLING OF STUDS MUST CONFORM TO APPLICABLE CODES. V) vFINISHEDTUB FIXTURE VALVE 1/2" i 2" / " �/ 3 4 10. EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLYFLOOR1/2" HOT HOT FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE..-SHUTOFF FINISHED SHUT-OFF (VALVEVALVE COLD 11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0" O.C. BY STRAPPING OR EQUAL.FINISHED FLOOR FLOOR \VA J FINISHED 3/4" 12. COPPER DISTRIBUTION SUPPORTS: AT THE BASE & AT EACH FLOOR NOT EXCEEDING 10'-0" >> COLD COLD FLOOR ON CENTER (VERTICAL). MAXIMUM EVERY 6'-0" (HORIZONTAL) 13. WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. 14. 3/4" MINIMUM HOT & COLD MAIN SUPPLY LINE TO BE USED (1" FOR 20 DFU'S AND OVER) i= m WITH 1/2" SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. u m 3 3 � 15. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD a a TUB/SHOWER SHOWER HOT TUB/WHIRLPOOL/GARDEN TUB WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. p�N 16. ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL INSTALLED IN THE WATER N SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. x ma 17. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. 0 18. SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE a Z) CONNECTIONS TO INSULATED BY BUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS SINK FIXTURE WHERE POSSIBLE. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER w o WITH DISHWASHER APPLICABLE CODES. o CONNECTIONS TO 3/4" AIR r rn g VANITY FIXTU OCHAMBER SHUTOFF VALVES CONNECTION TO 1 2 OPTION ONLY 19 FLOOR JOIST NOTCHES MAY NOT EXCEED 1 6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR w AND WASHER WATER CLOSET / " 1/2" IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR HOOK UPS 2" IN FROM EITHER EDGE. 3/4"xl5" HIGH 1/2" SHUTOFF R.A. OR P.E. APPROVAL STAMP F SHUT-OFF 1/2" VALV AIR CHAMBER 20.SILL COCKS & HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. Ip p. m VALVE SHUT-OFF VALVSHUIOFF 1/2" 21. FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. APPROVAL LiCtiril W HOT VALVE i/Z" 22.FACTORY INSTALLED WATER HEATERS: 50 GALLON OR 80 GALLON WHEN ENCLOSED AN FACTOR 1 BU i P. i 3/4" COLD HOT COLD ACCESS PANEL IS SUPPLIED. FINISHED COLD HOT FINISHED FLOOR SHUTOF 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. b �j4 FLOOR VALVE IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. APR 9 e 01% o Z COLD FINISHED FINISHED FLOOR 24.ALL PLUMBING FIXTURES TO BE WATER CONSERVING. m CD rn z FLOOR CONNECT TO 25.LEAD CONTENT IN SOLDER & FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2%. \\iiillll IIIl/,I uj DISHWASHE \\ �i 26.HOSE SPRAY (IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN eee\\ �jH M/�.,p,, �� a In U) WATER IS SHUT OFF REVERTS TO TUB POSITION & PROVIDES A VACUUM BREAKER WHEN e UNDER VACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A VACUUM 4 URT BREAKER. A. 27.BATH TUBS & SHOWERS ARE TO BE LISTED/LABELED BY AN APPROVED AGENCY. _` �' STEM- G can m BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL NOTES: - - �Z,' 1NAL1, ``0\\\� w 1. WATER HEATER INSTALLATION SHALL MEET ALL APPLICABLE a STATE CODES. PLUMBING MATERIAL SPECIFICATIONS THIRD PARTY APPROVAL STAMP 2. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO VACUUM BREAK 1. CPVC PLASTIC HOT & COLD WATER DISTRIBUTION - ASTM D2846-90A.A VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS Z 2. ABS PIPE AND FITTINGS - SCHED. 40 ASTM D1527-89 R-1982 AND ASTM D2468-90. w WATER HEATER. WHEN WATER HEATER IS ON FIRST OR TEMPERATURE & ) SECOND FLOOR A PAN SHALL BE PROVIDED & ITS DRAIN PRESSURE RELIEF 3. ABS CEMENT - ASTM D2235-91. SHALL PIPE BELOW FIRST FLOOR (DRAIN RPOVIDED IN SHUT-OFF 4. PVC CEMENT - ASTM D2564-91. PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE VAL VALVE 5. PLASTIC TUBS: ANSI Z124.1 - 1987 APPROVED & DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. FINISHED SIZE TO MATCH COLD 6. PVC PIPE AND FITTING - ASTM D2665-91B AND ASTM D2466-90A pF$CORP 3/4' SUPPLY LINE TO HEATER 7. SHOWER AND SHOWER STALL: ANSI Z124.2 1987 3. NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING, FL00 8. STAINLESS STEEL FIXTURES: ANSI A112.19.3-1987. BATH OR TOILET ROOMS. PROVIDE DOOR ON PANEL 3/4" HOT SUPPLY ACCESSIBLE 9. VITREOUS CHINA FIXTURES: ASME/ANSI A112.19.2M-1990. LARGE ENOUGH TO REPLACE HEATER. DO NOT PLACE 3/4" COLD SUPPLY SHUT-OFF VALVE 10.TEMPERATURE AND PRESSURE RELIEF VALVE 150 PSI AT 210' F AGA CGA LISTED //��pp w ACCESS THRU CLOSET. SPACE FOR WATER HEATER ANSI Z21.22-86. �C\t1 Z0O4 0_ a SHALL BE PROVIDED IN PLANT. INSTALLATION SHALL BE FINISHED 2" MIN. 11. SOLDER ASTM 832-93 > PROTECTED FROM FREEZING. pqN 12.ANTI-SCALD SHOWER CONTROL VALVE - ASSE/ANSI 1016-79 FLOOR AIR GAP 13.SEAMLESS COPPER WATER TUBE TYPES K,L,&M - ASTM 888-88A APpyA IJMII'ED TO 4. VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY DRAIN TO NON- 3"x1 1/2" FINISHED 74.PLASTIC LAVATORIES - ANSI Z124.3-86 2 WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE LOCAHAZAR0OUS 1 1 m J REDUCE FLOOR 15.FLUXES - ASTM B813-91 �AC�ORY BUILT POWI N g m HEATING UNIT 3/4" INLET .. .. _ N m TYPICAL WATER HEATER INSTALLATION WHEN WATER PRESSURE RELIEF LINE HEATER IS NOT INSTALLED IN BASEMENT AT FINISHED FLOOR ,^ 6i u ' a r- a DWV NOTES STATE APPROVAL STAMP 1. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/8" PER FOOT FOR 3" DIA. PIPE, 1/8" PER FOOT FOR LARGER THAN 3" DIA., 1/4" PER FOOT FOR LESS THAN 3" DIA. PIPE. 3. WASTE LINES: INSTALL WYE W/ CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. (n TO 3" VENT TEE TEE TEE TEE 1/4 BEND 4, PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, THRU ROOF EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 3'-0" AT THE END OF Q TEE - - - - - - - - - BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION. I— 4" MINIMUM MAIN WASTE TO SEPTIC (BY BUILDER). w 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING. C z PIPING SHALL BE FIRESTOPPED WHERE REQUIRED BY CODE g SAN-TEE WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT PENETRATES & BE SUITABLE TO WASHER (DOUBLE SAN-TEE PIPE MATERIAL C.M.R. 734 WITH BACK-TO- i KITCHEN SINK w BOX I SAN-TEE Z � BACK FIXTURES _ LAVATORY EXCEPT WATER - 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN m vi FIXTURE INSTAL- CLOSETS CONTINUOU ( SAN TE _z x ) I TO ABOVE ROOF. lATION ON VENT a I WASTE w STACK) LAVATORY LAVATORY TAIL PIECE FOR P-TRAP 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4" MINIMUM BEARING. u Z oo I (BACK-TO-BACK I OVER FLOW AND WAS _J V' �� �- WET VENT THRU � INSTALLATION 9 "-- 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0" }#� HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2" SHALL BE SUPPORTED AT 3'-0" ONE D.F.U. ONLY I p_TRAP TUB/SHOWER I INTERVALS. VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0". WATER STAND PIPE P-TRAP ��' OF P-iRAP CLOSET _ SHOWER P-TRA _ OPTIp WHIRLPOOLg. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT STUBBED BELOW FIRST FLOOR, THEN CAPPED & LABELED. BASEMENT VENT MAY BE DELETED FINISH - - - - WHEN CLOTHES WASHER IS ON FIRST,OR SECOND FLOOR (REQUIRED IN MA AND NH). 0 FLOOR SAN-TEE _ LONG TURN 1/4 BEND 1 4 BEND SAN-TEE 10. HORIZONTAL TO HORIZONTAL & VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION } CLOSET FLANG / 1/4 BEND SHALL BE 45 DEGREE WYES, LONG SWEEP ELBOWS, LONG SWEEP TY'S, 6TH., v m m TEE WYE & t/4 BEND LONG SWEEP p_TRAP LONG SW P-TRAP LONG SWEEP 8TH. OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP 3 3 FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL a < CHANGES IN DIRECTION & ON 3 INCH OR LARGER. o 0 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. 1/4 BEND a N LONG TURN WYE WITH LONG TURN 12. TRAPS SHALL BE PLACED.AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM � DOUBLE 1/4 BEND SEE NOTE 10 VENT EXTENSION LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24" O Q 1/4 BEND 1/8 BEND TEE WYE m a LONG TURN - _ — 13. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING .' PIPE INCREASER SAME SIZE AS TRAP. m U?t� REDUCER (OCCURS w J wo MIN 12" BELOW 14.ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE m o ROOF; 24" RI) THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. ai g HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS F (SEE NOTES #10) 15. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: Y Y 1 1 Z PIPE = 3'-6"; 2" PIPE = 5'-0 3" PIPE = 6'-0" a 16.PLASTIC PIPING SHALL BE PROTECTED WITH 1/16" (15 GAUGE) STEEL PLATE WHEN PIPE R.A. OR P.E. APPROVAL STAMP PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. m 17.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. 7 18.NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) APPROVAL LIMITED 1 Opp DOUBLE FIXTUR DOUBLE WYE WYE WITH LONG TURN fE� FITTING. FACTORY Sl�l:IL! P:1RT1®Itl FITTING WITH 7/8 BEN 1/8 BEND iEE WYE 19.MECHANICAL (AUTO) VENTS ARE DISAPPROVED. 20.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN �� �} 204 O 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE & NOT CONNECT INTO SECOND FLOOR 33 co Z m 1/4 BEND DRAIN STACK. w w (LONG SWEEP OR 0 21.PORTABLE WATER SYSTEM SHALL BE DISINFECTED BY SITE BY SITE BUILDER FOR NYS J11111111 11 d m (n 1/8 BEND SHORT SWEEP - TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING JJJJ CODE 902.t1 AND LOCAL INSPECTOR. 11 p�J SEE NOTES) t COMPLIANCE WTHHWILL BE USED GETHER OR STATE CODES I(SEEEALLY NOTE TO DRAIN FIXTURES IN 22 WHEN REQUIRED BY CODE A 3" VENT FOR RADON REDUCTION SYSTEM IS REQUIRED BY CODE Q��H ` Antis/frrrrr Q y (APPENDIX f OF 1995 CAGE CODE) AND THIS SHALL BE A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. O a m 23.AIR ADMITTANCE VALVES MAY BE USED AS AN OPTION IN ALL STATES EXECPT N.Y.S. AND M _ v. ENBEI cn t 1/2" No.: 3 t TUB OVERFLOW VENT �\ DRAIN 2 VENT 1 1/2" VENT A 7 Qv Q DRAI 'rr CHA�SG �(��``: FINISHED 2" LONG TURN" K`'/ —LONG t/8 BENDN SHOWER DRAIN rrr �SS,O��A`}1 � `��� j 7 1/2" �= DRAT VANITY 1 1/2" rsJ4 � TUB DRAIN FLOOR SAN. TEE FINISHED DRAINS TO 2" FINISHED FLOOR SAN. TEE ill 2" TRAP--- FLOOR �� NON-HAZARDOUS 1 1/2" FINISHED FLOOR THIRD PARTY APPROVAL STAMP LOCATION TRAP t z 1 1 2 TRAP FINISHED FLOOR WASHER/WATER HEATER PAN USED WHEN CRAWL w 2" TRA TUB/SHOWER SPACE OR USED WHEN EITHER IS INSTALLED CLOTHES WASHER ON 2ND FLOOR SHOWER BATHROOM VANITY 3/4" DISHWASHER DRAIN APPROVED LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 1 1/2" VENT 3" MAIN VENT PFS CORP SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONS & W.C. VENT //�1 q �+ OR AR CATO P OR WALL 3" VENT �F1R 2 6 2004 w BRANCH VENTS GARBAGE 12 MINIMUM DBL. AS REQUIRED > DISPOSAL 18"-24" REQUIRED FOR MA) SINK DRAINS SAN. DISH- 2" TEE 2" VENT FOR z SAN. TE AIR GAP FUTURE BASE- APPROVAL LIMITED TO o WASHER MENT FIXTURES o 2" P-TRAP AIR GAP FINISHED SAN. FACTORY BUILT PORTION FITTING DISHWASHER TEE m J FLOG 1 1/2" FINISHED - m WYE-BRANCH DRAIN LINE N FITTING 2^ TRAP FLOOR . LJ ' KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS & MAIN VENT I ¢ u ^, ar-- STATE APPROVAL STAMP 2x4 EXTERIOR WALL: R 0 INSUL. R 0 FRAMED EXPOSED ROOF/CEILING: ' (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA R 0 INSUL. R 0 FRAMED INSIDE AIR FILM 0.68 0.68 R-30 9" AREA AREA 1/2" GYP. BD. 1 F.G. INSUL. W /2" GYP. BD. 0.45 0.45 INSIDE AIR FILM 0.61 0.61 R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 OUTSIDE AIR FILM 0.61 0.61 (t) LAYER 1/2' GYP. BD. 0.45 0.45 J 4" VINYL SIDING - 7/16" RATED SHEATHING 0.57 0.57 (1) LAYER (1) LAYER R-30 F.G. INSUL.30.00 18.33 VINYL SIDING 0.00 0.00 7/76" RATED 1/2" GYP. 2x4 FRAMING i6" O.C. 0.00 4.37 Q OUTSIDE AIR FILM 0.17 0.17 "R" VALUE E.67 24.37 w SHEATHING 2x4 BOTTOM 2x4 STUD 0 "R" VALUE 14.87 6.25 CHORD 16" O.C. 16" O.C. (.067*.90)+(.166*.10) OVER ALL "U" = 0.077 (.031'.90)+(.041'.10) OVER ALL "R" = 31.25 vi OVER ALL "R" = 14.00 o vi 5 w 2x4 EXTERIOR WALL: WITH T-1-11 R 0 INSUL. R 0 FRAMED z (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA EXPOSED ROOF/CEILING: R 0 INSUL. R 0 FRAMED - V) INSIDE AIR FILM 0.68 0.68 AREA AREA ~ J z i 2" GYP. BD. R-38 12" Q a / 1/2" GYP. BD. 0.45 0.45 V R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 F.G. INSUL. INSIDE AIR FILM 0.61 0.61 v INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 OUTSIDE AIR FILM 0.61 0.61 - 5/8" T-1-11 5/8" T-1-11 0.77 0.77 (1) LAYER 1/2" GYP. BD. 0.45 0.45 o VINYL SIDING 0.00 0.00 (1) LAYER (2) LAYER R-19 F.G. INS. 38.00 26.91 z 2x4 STUD 0 OUTSIDE AIR FILM 0.17 0.17 1/2" GYP. 2x4 FRAMING 16" O.C. 0.00 4.37 6. _ N R" VALUE 29.67 32.95 76" O.C. "R" VALUE 15.07 45 2x4 BOTTOM a ..� (.066'.90)+(.155'.10) OVER ALL "U" = 0.075 CHORD 16" O.C. (.025'.90)+(.030'.10) OVER ALL "U" = 0.025 OVER ALL "R" = 13.33 OVER ALL "R" = 40.00 } m m z z 3 3 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: o 0 (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C. R 0 INSUL R 0 FRAMED FLOOR (R-19 INSULATION): W/ ELECTRIC HEAT) AREA AREA m cv 1/2" GYP. BD. 19/32" RATED R 0 INSUL R 0 FRAMED w m INSIDE AIR FILM 0.68 0.68 SHEATHING AREA AREA x 7/16" RATED 1/2" GYP. BD. 0.45 0.45 M Qa SHEATHING R-13 F.G. INSUL 13.00 0.00 INSIDE AIR FILM 0.92 0.92 p R-13 F.G. 2x4 FRAMING 16" O.C. 0.00 4.38 19/32" RATED SHEATHING 0.82 0.82 d INSUL. 7/16" RATED SHEATHING 0.57 0.57 R-19 F.G. INSUL. 19.00 0.00 F m 4" VINYL SIDING 3/4" POLYSTYRENE 4.00 4.00 R-19 F.G. 2x8 FRAMING 16" O.C. 0.00 7.81 Lu 3/4- POLY- VINYL SIDING 0.00 0.00 INSUL. OUTSIDE AIR FILM 0.92 0.92 STYRENE OUTSIDE AIR FILM 0.17 0 17 2x10 JOIST "R" VALUE 21.66 10.47 aj 2x4 STUD 0 "R" VALUE 18.87 W 25 16" O.C. ~ 16" O.C. (.0349•.90)+(.0852•.10) OVER ALL "U" = 0.051 Y (.051*.90)+(.092*.10) OVER ALL "U" = 0.056 OVER ALL "R" = 19.61 OVER ALL "R" = 18.01 R.A. OR P.E. APPROVAL STAMP w 2x6 EXTERIOR WALL: R @INSUL. R FRAMED FLOOR (R-30)- AREA AREA ® LIMITED 1/2" GYPj INSIDE AIR FILM 0.68 0.68 R ®REAUL. R 0 FRAMED APPROVAL �IIvtI�Tl=1] T® 7/16" RA1/2" GYP. BD. 0.45 0.45 19/32" RATED FACTORY BUILT PORTION SHEATHINR-t9 F.G. INSUL. 19.00 0.00 SHEATHING INSIDE AIR FILM 0.92 0.92 z z R-19 F.G2x6 FRAMING 16" O.C. 0.00 7.14 19/32" RATED SHEATHING 0.82 0.82 �U� INSUL. 7 16" RATED SHEATHING 0.57 0.57 APB 0J N Z m / R-26 F.G. INSUL. 30.00 0.00 VINYL SIDING 0.00 0.00 - LL o W 4" VINYL OUTSIDE AIR FILM 0.17 0.17 2x10 FRAMING 16" O.C. 0.00 9.09 O N "R" VALUE 20.87 9.01 OUTSIDE AIR FILM 0.92 0.92 //�%J111 t fillll m 5 Y co 16" O.C__ NSUO F.G. "R" VALUE 32.66 11.75 `e���``�'�`�� F �j�',v d m (.048•.90)+(.103*.10) DER ALL "U" = 0.051 2x10 JOIST (.0306'.90)+(.0852'.10) OVER ALL "U" = 0.036 URT/ OVER ALL "R" = 19.68 16" O.C. OVER ALL "R" = 27.73 `� ® n m A. STE1 B G N 2x6 EXTERIOR WALL: WITH T-1-11 R 0 INSUL R 0 FRAMED NOTES: N 1131 AREA AREA v 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 1. IF ELECTRIC HEAT IS INSTALLED: 2x6 EXTERIOR WALL CONSTRUCTION WITH FOAM SHEATHING V 1/2" GYP. BD. 0.45 0.45 AND R=24 FLOOR NSULAIION MUSI BE USED TO COMPLY WITH PART 5 OF N.Y.S.E.C.C.C. �a�� R-13 F.C: _ s y�+o ema INSUL. 2x6FR FRAMING O.C. 10.00 79.00 .14 2. PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AS AN EXECPTION `��� ej�4�tla e 5/8" T-1-11 0.77 0.00 < 5/8" T-1-11 VINYL SIDING 0.00 0.00 1FOR INDIVIDUAL HOMES PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AND CALCULATIONS OUTSIDE AIR FILM 0.17 0.17 WILL BE PROVIDED TO THE LOCAL BUILDING OFFICAL. THIRD PARTY APPROVAL STAMP 2x6 STUD 0 "R" VALUE 21.07 8.44 16" O.C. 4. ALL HOMES MUST COMPLY WITHAPPLICABLE ENERGY CODES (MEC V FOR MA. NH AND VT) (.048•.90)+(.118•.10) OVER ALL "U" = 0.050 z OVER ALL "R" = 19.81 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: APPROVED PFS CORP R 0 INSUL. R 0 FRAMED AREA AREA N 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 MAR 2 6 2004 7 16 RATED 1/2" GYP. BD. 0.45 0.45 SHEATHING R-19 F.G. INSUL. 19.00 0.00 z R-19 F.G. 2x6 FRAMING 16" O.C. 0.00 7.14 INSUL. 7/16" RATED SHEATHING 0.57 0.57 APPROVAL UMITE N w 4" VINYL SIDING 3/4" POLYSTYRENE 4.00 4.00 FACTORY BUILT PORTION m 3/4" POLY- VINYL SIDING 0.00 0.00 STYRENE OUTSIDE AIR FILM 0.17 0.17 2x6 STUD 0 R' VALUE 24.87 13.01 `^ 16" O.C. (.039•.90)+(.073•.10) OVER ALL "U" = 0.042 OVER ALL "R' = 23.68 a a ----------------- Permit Number ----------------- RE Scheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3 .5 Release lb i Data filename: Untitled.rck TITLE : ON -15107 LARSON CITY : M arstons Mills STATE : Massachusetts HDD : 6137 CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE : 03/23/04 DATE OF PLANS : 3/23/04 PROJECT INFORMATION : MOULTON REAL ESTATE AND CON . COMPANY INFORMATION : PROFESSIONAL BUILDING SYSTEMS COMPLIANCE : Passes >> Maximum UA = 233 �'��a �°a 0�`� '� >- 0o Z Ti Your Home UA = 206 = o� m ' D CD 1 1 .6% Better Than Code (UA) ZD� � r G� av,.= -�=-3 Gross Glazing 0 ni '-•,,�" Ui�S ,,`' -� ;�0 Area or Cavity Cont. or Door " ®® Perimeter R-Value R-Value U-Factor Z Ceiling l : Flat Ceiling or Scissor Truss 1210 38 .0 0 .0 Wall 1 : Wood Frame, 16" o.c. 1 144 19 .0 0 .0 Window 1 : Vinyl Frame:Double Pane with Low-E 118 0 .370 Door 1 : Solid 22 0 , 160 Door 2: Solid 20 0 ,280 Floor 1 : All-Wood Joist/Truss:Over Unconditioned Space 1210 19 .0 0 .0 COMPLIANCE STATEMENT : The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3 .5 Release lb (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125 % of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer_ „egg D ate 3 a3Liq ----------------------------- r PAGE: SUBMISSION: -PROVEDDRAWING: PFS CORP PROFESSIONAL M E C C H E C K 72 EAST MARKET STREET-P.O.BOX 219 17 11&bBUILDING MIDDLEBURG,PA17842 DRAWN BY: JDATE: SCALE: REVISION BUILDER: V IES L E A S SYSTEMS,INC. A`'PRCVAL LIMITED TO FAt FORY E,UILT pORTIO STATE APPROVAL STAMP g LIJ J ANDERSEN WINDOW SCHEDULE REVISED 6-4-20D2 M&W WINDOW SCHEDULE REVISED 6-4-2002 LJJ pun[v- .... . I S-E vlxpov 1--v1- r , wry WIPE Rmm1 pPEnw vowx mCxp,c Rum,mcww 1.1 1. m[3LC xIP[f 37 W.3l 1/4- 51 y� v y Ik b51)5 . -E HR4 2.2,p RLLtrz'.]>L•' 60 V 3)3/•• ®3)3/r 511M Sn) 3�x 3.)5 ^ V) Y•» -]/r 113>a pWa[MDG ViB52 M4 Ie6Y5 H RWRE xvz zB»-C i2Y i1! IYSo Z IM a Plc Lac - - 0 O W veS2• Jp2 YB mu1ascEwwt .x -E.- � zr.m 5n'Ym Be.i•..m z 5A z AC - O .Jz pu[aE ww >9 I/ ­ i3m .a> m13[[xwls DWaE xuw 884ML,i C II 2p V•'rts I/r 52 V .Y I-E Y.63]/•• Si I--3/•• 79 Q Q � vaaY Z M Rent xar, 374 mmE wxs x -E M56-1 >s 3/4'-.9 3 V na x p,L[WttE m 1p .C.,I 29 30 � 2D UK CIKU 1® M 3p O \ Q VT [J G)DP P W O C1LP/P21uR Y KI m m 2n JS 3) •}>S z 3 It x Ur.zr 3s a a Er 0 0 INTERSTATE WINDOW SCHEDULE REVISED 6-4-2002 7D WINDOW SCHEDULE REVISED 6-4-2002 _ rn N Slxn[vlxpW pW0. vIxRW iRIPL[V slxn[v [vlx➢DV iPt[vMRw N PC mm1 VEx1w 9WGIEpPEgw RpIfM[MVllitw 7n [ep[ RDfi1 6Yw Rq(N®Crpw 1 ..fl . [D9[N1T O melC NAn v21�•2,R Rap,/•'.3>V•' 19)/r•3)I/ 5/e'.3>I/•• LSa D E MrL 2.2,o Cp Yr•]> / 91'.3>VY },� ]n Q W 5/r.»I/•• pmnE xY[s x m d Ur [] zeaz O IY 32 12.7 5, 52W m W J »1r W CAR,-evv ' - O c.sExw eov Jnsp C.SCIcn PB11x 31-1 Ye• »L .5 7/r••1 3/ [•sUEx1 20 3/r.•,1? s~jJ -60 11 _ _ IY )2.m I a2 3/r.a3 VY Q 1/ays>J/.- •e 19 x m>z moat"'•,v zp.e " " Be>S R.A. OR P.E. APPROVAL STAMP F x1 3 1.4 •S x 25p pant,RRr. 2ae 624. b t02y N M9 1/•• i1E-[ Q polh[M1xG ppVRE�� W re� 1-9"1 APP�ZOVAL Lli��fTED_TO N T �+� p� r p1L[IvnE Tm ^ 6p 5/P.,S a/r FAC 1 VRY ���'J P�.%Iz.4 i�9V p»mR6p)m b. se s/a.,>a/ APR w 2004 0 PLi�NR:lIJi •3 1q\WWII IAIl9�Ji w z LU 0 O r o to UR I a- Jm tip DOUR SCHEDULE A. ktr ®EbxG >r9E xwwks RnXN wExlw rwrRlr R• N• N -X7.-j AIR -' U S i` J 'YG 5.1 . 41131 coR,- s d m A apse 3A•naLL.Curt Jn•E-Rma 3e[/z•,ez• a.LL[JCE p 19Y .0 n.a m NOTE: (�.'+� 3•� - B Y'USII.CmK 3.1/Y Y BY Cx.LLC ,>B1 Ye 19b Dn _ r C 2BS8 32'xrt TL f¢uC ]2'rDt[R[pF 33 VYY m 1/e• pwLLEN¢ p 1)N !n 18.9 Dn _ w 1. WINDOWS, SKYLIGHTS,AND DOORS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER 'd D x6a 76•RdLL.LINEt V/ �'[x1RY l®I SJ 1/l a BY [xALLEw[ 29 112 1 "1 1r SIaL1TES THAN SHOWN MAY BE SUBSTITUTED. [ 3058 K, i'I�i vi v'6iz-it il¢ll�lEs n•Uz•Y er osuLcx¢ 19z se 3>3 o «` SIAIIICS 2. WINDOW AREA OF HABITABLE SPACE (LIVING,DINING,INCLUDING KITCHEN DINING IF NO OTHER DINING ]rob 1• 1 R-Ir 68 V••S eY [Ia•LLCx¢ 192 Yn 39P nse M-CrmE 1a•wr,pAsx.¢ /•••ez v.• xLo-vEx &SLEEPING SPACE)SHALL BE 8%OF FLOOR AREA FOR NATURAL I IGHT WITH 42 rIPENINC FOR 'id •v���il,, 1`.� w% Sae xnLw cm+[ a-1r Ix,.PASSA¢ _ •••p;3i•• -rn VENTILATION MINimum. D NO[ VENTED MECHANICALLY TO EXTERIOR,BATHROOMS& TOILET ROOMS dd iLh� °� Iu[w rnpt--- z+.Ilp.rssA¢ wA SHALL HAVE A MINIMUM OPERABLE AREA OF 1 1/2 SO. FT., 3 SO. FT. FOR KITCHENETTES &KITCHENS drdPlll;;;;i1;a1T°°` •� -z.-nr,.PAssA¢ sp,/.;ez v.• xLD-vcx (60 SO. FT. OR MORE)SHALL HAVE 4%OF FLOOR AREA OPENING FOR MINIMUM VENTILATION. Ln 1 esm x LDV curt .s m n - 3z U••.ex yr x[o-vEx w• apse x LW CDRE z-Jp'i lxl PP.ss.scA,I.....J/•• xLn-vcx w• 3. DOORS, WINDOWS,VENTS&OPENINGS IN EXTERIOR OR INTERIOR TENANT, STAIR&GARAGE SEPARATION a zae zap -- 3z-m.9AssA¢ 3•U.••ez I- x[o-vcx w. WALLS, ALSO SKYLIGHTS, RIDGE VENTS, LOUVERS OR OPENINGS PASSING THROUGH A FIRE RATED CEILING IN > >sa xaLw c¢9E ?2x rssA¢ -P v' xco-v[x A STAIR OR GARAGE SHALL BE 3/4 HR. MIN.FIRE RATED & BE SELF CLOSING OR HAVE A 3/4 HR. MIN. 3roe new CDRE •D 9Ass•¢ 3a v.xez 3.• x[o-v[x OPENING PROTECTIVE. THIRD PARTY APPROVAL STAMP xn[w CWC 2-3n•UII.pASSA¢ '•62 a/•• xLPVCx 2pse w EDRE z.•e1-rnD zn v.•.92 vv xLo-vtxA 4. SPACES MEETING MIN.HABITABLE SPACE REQUIREMENTS(80 S0. FT. & 7'-6'HIGH)SHALL COMPLY WITH .roe xnLw Cm+[ 1-rnp sR U.vez v x[o-vtx HABITABLE SPACE REOUIREMENTS EG. LIGHT,VENT,&EGRESS. w ease InLmr cE91[ _ .••ez v x[o-v[x J apse xnLDv cox r3r u-rnD nz U.•,me v.- x[o-vcx 5. MIN. FLAME SPREAD CLASSIFICATION OF ALL FINISH MATERIALS SHALL BE CLASS 2 AND RATING OF '"' --�---- -- U epaa Il1Lw tort er Prckn R[Ot •9'•e•UY xLo-vEx r ` LESS THAN 200. x I�e�x�. �O b/ED " .roe InLw tort rz.•P¢xET R® 9n••e•yr xLPvcx CA x 2nnB InEm[tmE Jo-IakET Dmr w•.e•Ur x[o-vtx 6. AIR INFILTRATION CFM/FT2 ! F � Ok sae xnLw cvnE rar P¢.n pm1 1m•e•Ur xLo-vEx D - I -clnrt m•e•Uz• xLo-va 7. SAFETY GLASS TO BE PROVIDED IN WINDOWS IN HAZARDOUS LOCATIONS,DOOR,FIXED PANELS AND SHOWER RP npSB IQl11V COrt PM•P¢k[T CDDI •M 1R' xLPVCM 9 •ae In[w cm[ w a1mE •9 Ur.w[/r xLD vta xr. . w• w. w B. NFRC CERTIFIED WINDOWS IN MA, NH,CT,NJ(95 CABO MEC) D amilln R•,m ROF )I••em bV ]389 w.9 do 39a @9 /900/ to m almw P•Tm p®1 L /TI W rr•aP AxpERsx z1)e ap 39.) Ds 9. EMERGENCY EGRESS REQUIRED. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE WINDOW OR L"'p°-,� 2 6 3n'syVLG P.l p®1 )1••B2• oEF,uv[ 21.92 1N1 �) EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THE j 9 2B6B SVIw P.T10 RmR / R[CD RILL � "a P.Ici TD 1..C WET.u >r.m Axa9sEx n9z w1 a, aa> a INSIDE 70 A FULL CLEAR OPENING WITHOUT THE USE OF A KEY OR TOOL. WHERE WINDOWS ARE PROVIDED AS x•svlw Pum pow s 9pnB svuo P.no Rme ran•rnrtn 9AwL 1m U.•.B2• :wvu xee 1m °> ni.9 a A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE A SILL HIEGHT OF N07 MORE THAN 44''T,118 MM'ABOVE LPFAFIL%v '] z THE FLOOR. PP- OVAL LIMITED TO .14:LS TD 1MV[WEIY n. IpB•.ep' AxaRS[x 32.W 3eJ, 3, 59]• n. ��y,/.�7 N e-zene Da.ExTRr/pcu.cw[ z-3r ExrRr p01R5 n)U.•.x ur p 3•D2 a. Jes ns MINIMUM SIZE.. ALL EGRES OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A NET CLEAR OPENING ,�/RY BUILT hORt10IV Y-3aB p➢L.cxTRrnwLL.cox •Fxmr pews )+5/+•.ez U.• a D ]a• 3. •v es OF 4.0 SO. FT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 22 THE MINIMUM NET CLEAR OPENINGo rye viol¢•/s�RniTEs -IY i1uEL°I°rz°i 1a a/Y•ez yr CxCa 1. 36. zs Sse WIDTH SHALL 20*. EACH EGRESS WINDOW FROM SLEEPING ROOMS MUST HAVE A MINIMUM TOTAL GLASS AREA m ns xoL TRAxmx V-9 pmc �E� .W z.>s 19s x z}s a OF NOT LESS THAN 5.0 SO.FT. IN THE CASE OF A GROUND WINDOW AND NOT LESS THAN 5.7 SO. FT.IN Ern m ns xxL TRAwox v/3aB Rme vx•ExTRr THE CASE OF A SECOND STORY WINDOW. L Ra.IY L¢LIICS /50•TRp4 n33 193 .>5 •36 .a 00 W xG1L {pa M•V LA ITES V Si�TT�Rrx®In1 'a• 6l3 ,92 .31 •n3 4n i Q d ` z p � Q o W J S • o w 3 a o Do H Z U N Z p U G ROOM LENGTH = 12-0 1/2' o8 _ ROOM WIDTH = 6'-7 1/2' CLG HEIGTH = 8'-0' Li OJ v o �i EXT. WALL = 12'-0 1/2' a ROOM LENGTH = 19'-6" WINDOW AREA = 8.60 O ROOM LENGTH = 13'-6' ~ oz ROOM WIDTH = 14'-1 1/2' DOOR AREA = 0.00 ROOM WIDTH = 14'-2 1/2' W z CLG HEIGTH = 8'-0' WALL-LOSS = 200 0 EXT. WALL = 33'-7 1/2' CLG-LOSS = 59 CLG HEIGTH = 8'-0' J u 3 • EXT. WALL = 27'-8 1/2' WINDOW AREA = 23.80 FLR-LOSS = 86 Q z DOOR AREA = 21.90 AIR-INFIL = 202 WINDOW AREA 30.40 LJ (� DOOR AREA = 0.00 WALL-LOSS = 620 WATT LOSS = 700 WALL-LOSS = 528 CLG-LOSS = 204 EBBH REDD = 3 FT CLG-LOSS = 142 Z N FLR-LOSS = 297 BTUH LOSS = 2390 FLR-LOSS = 207 ED o HWBB READ = 5 FT AIR-INFIL = 485 Z AIR-INFIL = ]047 J p w � WATT LOSS = 2777 WATT LOSS = 1745 p I— a CD REDD = 12 FT EBBH READ = 7 FT W p BTUH LOSS = 5958 BTUH LOSS = 9483 z HWBB READ = 18 FT HWBB READ = 11 FT m u 3 0 ~ ROOM LENGTH = 9'-6 1/2' O t ROOM WIDTH = 7'-9' CLG HEIGTH = 8'-0' ~ Li EXT. WALL - 0" • w ti v i WINDOW AREA = 0.00 m M DOOR AREA = 0.00 �' ^^M WALL-LOSS = 0 M`D CLG-LOSS = 55 Y a mM FLR-LOSS = 80 f---'-- T a o o CO AIR-INF]L = 0 f ti sY^ WATT LOSS = 172 EBBH READ = 1 FT i mow BTUH LOSS = 589 i ( ) w w Q z ox v HWBB REDD = 2 FT L---------------J tv n r�aFa< ' J ROOM LENGTH = 19'-4 1/2' 0 z ROOM WIDTH = 14'-0' ROOM LENGTH = 12'-3' 9 CLG HEIGTH = 8'-0' ROOM WIDTH = 13'-11' 0,PPROVAL Lli!iTED TO 00 w Z w EXT. WALL = 33-4 1/2' CLG HEIGTH = 8'-0" ROOM LENGTH = 13'-5 1/2' P CTORY BUiL! PORTION o N WINDOW AREA = 30.40 EXT. WALL = 12'-3' ir > > DOOR AREA = 21.90 WINDOW AREA = 15.20 ROOM WIDTH = 14'-2' a m U) WALL-LOSS = 6 DOOR AREA = CLG HEIGTH = 8'-0' ��� �� Q rn CLG-LOSS = 201 WALL-LO 24SS = 245 EXT. WALL = 27'-7 1/2' FLR-LOSS = 293 CLG-LOSS = 126 WINDOW AREA = 15.20 a m AIR-INFIL = 686 FLR-LOSS = 184 DOOR AREA = 0.00 WATT LOSS 2356 EBBH REDD 10FT N WATT LOSS =FIL 41263 CLG—WALL-LOSS31 7 LOSS = 141 fI M4A�'S°��i'' BTUH LOSS = 8046 EBBH REDD = 6 FT FLR-LOSS = 206 HWBB REDD = 15 FT BTUH LOSS = 4314 AIR-INFIL = 482 O� 1) j' HWBB REDD = 8 FT WATT LOSS = 1609 .� ✓� EBBH REDD = 7 FT '� a BTUH LOSS = 5495 - <_3 S I Ei ERG cn HWBB REDD = 10 FT = fs 1131 = a F-- M v' as °j°°aan n s3sssca��� } APPROVED - PFS CORP MAR 2 6 2004 woo APPROVAL LIMITED TO q M N HEATLOSS CALCULATION ARE DONE BY A COMPUTERIZED GENERATED SYSTEM CREATED BY PBS AND IN ACCORDANCE TO ACCA MANUL J FACTORY BUILT PORTION M Il I I , I , I I I I , I 7�P I _ � I ,4 I m c� a� r I I I I II I nda tion El 85.0 TOP Fo u . ' I I II I 8 to ! 2 1Pnahad Slone 03 Thick I 1 Finra d G . e El. 74 f illn r Gr ade rade El 3.0 1 v » 0 f noipml r I O • 8.5 LOCUS 9.8. 6 3 El. I , : 0 0• o Q , . NiTL jJ EL _N VnIN ELe, 4 �u 110 3fin. rINV *L ; Y R1' 0 E, 67 469 00 _ � Stone 4 1 ,2 Weshed on IN V EL 3 1 . . . . 4 yy Below F1 69.5 Y a 1 , S L .65 INV E 69 0 I . h 0 L! uid Le vc,l 4B S c I 4 , N BOX , ,,n 69.9 DISTRIBUTION B D ISTRI D 2.83 rNv� 1 25 f I , 5 78.40 I i 0 :BOX CONCRETE DISTRIBUTIONB NFORCED CAST. REINFORCED I PRE 4 b - 9 PROPOSED LEAC H TRENCH4a w w 24 I -level base d d n tall on a Is IC TANK I 1500 GALLON SEPT 11 thickne ss 2 � Minimum ` wall „MI 58 a — ! 12 r I Minimum : Inside dimension 3 El. '62.00 I I I c other e and a t 2 minimum:e equal to each h r n inverts shall b tuber of-Trenches 1 outlet In er h Nu q L of e - I I e ,. Number Chambers 2 invert. rt below inlet 1 TANK , C TA o L.�,S , F' CONCRETE SEPTIC .L., C' MA`CON A OREINFORCED 00 G LL N 1 a ve 15shall al h the distribution box s al e distribution fines from h A The dI r 20 Mapped ,�Ya er M High Ground A dt J � s PP 0 MR 15.226(2) a terlals Per 31 C Construction Mto _ Minimumoodln the distribution box determined flooding i as determin b equal inverts D LEACH TRENCH END VIEyf N. T.S. Y b°• PROPOSE I and shall extend a 4 .. of 'Sc Schedule 40 1'YC 1 be `constructed h v Tees shall ns v to a Ines have distribution line invert after 11 1 the dist Ibu I I the height of h and be on tic :.tank n e tow fine of thee o S above the f minim uni f n dace. i P ' been sealed P directly un der der the t tank located 1 t e se is n t o centerline of hdurable d hmade b filling mth urab an is-shall `be m Y v ` adjustments h � AInvert ! J Y �" clean out manhole. fastened to the Ilne or permanently le material er or a b Idef m I . ' ,, re than 3 » non P less than 2 no r more vat shall be no 1 r e let pipe elevation elevation.The In vest are of equal ele a t1 n the Imes unt il all inverts reconstructing h recon 1 I PF 4 outletpipe. ve ele va tlon of thetabove ,the invert I abo h a level rue to gra de on I installed level and t , c an shall be Ins a Septic tank I P : e mechanically co mpacted act ed an d on which st able base that ha s been h Y P o ensure s to bIh t and _ a been laced t e s b f crushed stone h 6 o u P .v f to prevent t settling. P cover f 1 have a minimum ........ Se Septic tank shall � I P 1 covers v ` e impermeable re o a bl ; Thr ee 20 manholes th readilym s cc ss ports I 1 shall be rovlde d m th a e material durable m ... of d ura e P P e et and ou tlet tees. e inlet ... `. e center and. over the 1 laced. `at the c n ben I 1 with as baffle. let `tee shall beequipped e ut I Th o I 0 9 I .. 90 r I o I .. n t s AS ESSORS DATA: r 5 DA i 8 _ I fi , >MAP 46 -PARCEL 109 Design Data. � De n I It� I 0 e 1 Q- t NOTES a CONSTRUCTION N 1 GENERAL. _ 5 r 9 5 330 Required Flo _Title 5 Three Bedroom 3 X 110 d d R d B 0 .EP I �rm t D F conform REFERENCE NC als shall P �P 9' fi E E DEED _materials g a , workmansh ip an d m , 1. All the w i t P R v \ I 0 e 2220 17 1 .. o or the subs urface ce '' 1 4 r f _ es and regulations 1 ar sta ble ru o B n _,aba e Dls osal � � . ..and the Town ofNo Gar _ P / fi O e _ _ i I e. _ __ . - o Is opal of 'se wage. R ,,d P g P I W 2. � th 8__ ,� 83 x Eff D 8 12. . br, Trench Z_ Use Charn Tr ZONING DISTRICT F _ _.. R _ Ible I q b e access 0 ov er ta nk tee s shal l � access r v one acre t t least n 2.- A t 1 P D VERL.4 Y C .D.STRI T G & POD P R 5 + 25 + 2.83 + 1 83 x 2 D 151 2 1 2 I � ports brou ght fitn acce ss or an remaining i de with � o fI s ra � e w1 then 6 f nI h _P g , , � 1/ fi v _ e 9 4 2.83 20 9 grade. 25 x 1 3 _. 8 r IS �o In h t0 WI tlIIn 1 : 50 No el� , . n a BUILDING - I0. 4 Total 0� LOIN SETBACKS. . 471 x 7 348 GPD To a Design Flow 9 able of \1 b e ea \ �shall ar system a e sanitary � k`th s , . of � 3 All components P Y Y r .. I FRONT: � N 30; n ft _El .. . wI thI 10 •. . ... der or .. �e under �., he ar th ey �1 a din unless ,_ \ H 1 0 to .. .. ndin �m thsta fi d SIDE � o t e S REAR 1 9 I I a o wit in- ender r h .. e use d u all b .. r shall �oa din S E a kin II 20 1 drives 'or r of drI s Two d Bedroom Deed estr Restriction Shall be Recprded. � .... �' Note A T Be ro D R i n f..... .. fi Y e e / sz �. S b 1 c Existing . - e �b �equals rrla � . Plastic e u .A... � not ed. PI unless n ,nle �u a kI •..es or =R FEMA D N f drives r Y ATA. ZO E I a "ft o q ... C e._. ... mth units. �__•- taste preca st `un municipal s1 r e of all r � � used us o ..... ... _ P P / a site t o of 11 . ..... i n e location �verify the ' 1 trsha 11 ve I ..._ tra c o a vator/con 4 e exc � 0 .....The n �' ..y - b / a e or r d / 6 slbl f and sha ll b e responsible ... on � � o / xc va ti 6 . .... I or to an e 8 ,r utilities , A / \ . �o fi d > Ic easem era ts. ._ s tr let o /a tIn : . toe � ... �rs relating e ....a \-all matters I, t 2 to/g 1 r / t-'D.Q2 slope. 3 ... co a a1d a ,� .... .... e 40 PV C 1 Sched ule ul I 4i be pipes sha ll Sewer 5. S r I E , / covers to gra de shall be \ bring 1 d to rI use .. , masonry units m \6. Ang g 5 5 \ I 9 \ mortared lace. 5 \ ort r m \ 92 _ loeof0 t er foo t. - \ u s min Im m .- V a \a e h _ \ I Finish grade e shall s 7 Finl P _- / _ oP 1 _ 1 ` . 84.. Y / v / Y� az . o I \ 8 \ / cC / / / W \. 1 .. � 90 0 No Well 7 / / 6 80 \ / 1 \DoD \ I r \ _ / _ d r � / e , e / -.88 1 , / 0 / y 160 0 i• � _ GRAPHIC SCA LE 8 _ _ 4 5 a n� 186 3 k _ 0 / / N 1 8 � 1 84 74 \I _ e --- cn 2 io rP o so / \ E2 911 / 80- r .. 78 LOT 5 6 5 / 51 _ IN FEET Q� 76 8 \8 � / W / r _ f t e i 0159 s f/ z s \ 1 in ch 2 0 / / Pt AS 5 / . 8 6 i / proposed \ / AS nch 125 72 4 4 \ 82 � 0 k � W 9 a ti 80 o \ 0 Sit >� P 1a, c►.f' L a r� d 4 Prepared For. , 70 P \ _ tall \ 150 Na e _ e � n r a « e t .C� � I \ G S 1 I 4 P \ 9 \ To CB Fnd. F e � I \ B 109 P ` M \, \ ,,` _IP�1 7n .16 c Ele v 68 N 68 a L G VD • _ Datum N 9 . o T E1 72 i P 1 7 Ens Dwelltn .3 9 E'1. 72. 0 a� Marst P 1 _ ons Mills, T � e .� Ma ssa ch use t is .- 4 mth S b Muni cipal si Ws ter � t Q� � 5 / I 0 0 / Scale. 1 20 t Date.� February 3 20 f r 1 04 „ r , 669 ,soil Log P 10 0 >, , - SL © 3 2 g �` 1 r � SL 2 � �10 r 3 f A Y � �1 A y =r \ 1 � t 6 / o 6 •� -Prepared B . 6 .Y' � 9 t i 5 �j 5 2 Stephen J. Doyle t and'.Associates 04 9 1 ,20 P February 3 � .v Test Date. � 6,, 1� r 4 , .� 6 3 10 r 4 B J' � t B Y LS' B LS` t i 42 Canterbury erbur La ne,e E. Falmouth, MA 6 , � 0253 I 8 38 y 3 Telephone.- 508 54 2 4 o e peret t 0 53 Soil Eval u a for St ephen lien D 1 erc t , . P y P r t�t � .. 1 7 a s , � ► � s R �• vim. �8 .z o t 6 � � �'aoc � c J r M�'D • � J ED 4 Falmout h Health Dep t: Donna M M 74 Q P .. ti _ D r 5 6 14 r 5 6 76 1 Y�7,2 Y � C SAND y s N C •SAND 1 ► _i 1 i • t I , 1 CMG I 7,2 �o . nch 3 c ate. <2 Min I }e 72 Pr R 1 .0 4 it .. j -FINE F I s 9 FINE 0 5 6 10 r 5 6 • t 1 r .v N y SA D AND C C S f 2 T , z , r 1 D , 1,20 , 2 6 . 0 I El. 2 No. � P 0 DA E DESCRIPTION N 'BY 1. 6� T o E I .. W Encountered noun Encountered No Water Na Water er En s I I I I