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HomeMy WebLinkAbout0022 CROSSWAY PLACE - Health t 22 CrosswayPjdic6, Osterville . 6 057 n k a u : , ° E �=e TOWN OF BARNSTABLE LOCATION °���ff1.uPr � SEWAGE# VILLAGES} �� j ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE N0,6n / �cg '�etftJ SEPTIC TANK CAPACITY LEACHING FACILITY:(type)� , eS (size) NO.OF BEDROCMS OWNER PERMIT DATE: Owtid 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 End Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ' �1°1� 2� t Commonwealth of Massachusetts th , Id - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ° a 22 CROSSWAY PL 3 Property a Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. 1 Important:When filling out A. General Information forms on the computer,use 1. Inspector: only the tab key to move your DOUGLAS A. BROWN cursor-do not Name of Inspector use the return key. D.A. BROWN Company Name r� P.0 BOX 145 Company Address CENTERVILLE MA 02632 BdB1 City/Town State Zip Code 508-420-4534 S14297 Telephone Number. License Number o � Q - `= B. Certification w I certify that I have personally inspected the sewage disposal system at this add s and 01. 1 thee; information reported below is true, accurate and complete as of the time of the ins'' ction. Be inspection ° was performed based on my training and experience in the proper function and ma tenanc9e of omite jU sewage disposal systems. I am a DEP approved system inspector pursuant to ction .346f Title 5(310 CMR 15.000).The system: Passes ❑ Conditionally Passes ❑ Fails I 1 � ❑ Needs Further Evaluation by the Local Approving Authority 5/21/08 I ecto ignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a'shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title V Inspection Form.doc•06/06 Tide 5 Official inspection Form:Subsurface Sewage Disposal pecti g pose System•Page 1 of 15 I� Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is OSTERVILLE MA required for 5/21/08 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below: Comments: ' CESSPOOL AND OVERFLOW ARE BOTH DRY SLIGHT STAINING AT BOTTOM OF FIRST CESSPOOL B) System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the❑for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ obstruction is removed Title v Inspection Form.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. Tide V Inspection Fonn.doc•08/06 Tide 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Title V Inspection Form.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments '( 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The. system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large-.-'`' system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.,The system owner should contact the appropriate regional office of the Department. Title V Inspection Form.doc•08M Title 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ❑ ❑ Were all system components, excluding the SAS, located on site? ❑ ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of Liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ❑ ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] i Title V Inspection Form.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21M every page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage 06/315-07/232 9 ( Y 9 (gpd)) Sump pump? ❑ Yes ® No Last date of occupancy: CURRENT Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): Title V Inspection Form.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. Cityrrown State Zip Code Date of Inspection D. System,Information (cent.) General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: CESSPOOLS WERE DRY NO PUMPING NEEDED Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system(yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ® No Title V Inspection Form.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. C4rrown State Zip Code Date of Inspection D. System Information (coot.) Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No --------------------------------------------------------------------------------------------------------------------------------------------------- Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? Title V Inspection Fonn.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Tide V Inspection Form.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts A - Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5121/08 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Title V Inspection Form.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is required for OSTERVILLE MA 5/21/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (coot.) Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 1 ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): BOTH CESSPOOLS WERE DRY AT TIME OF INSPECTION AND VERY CLEAN Title V Inspection Form.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface,Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is OSTERVILLE required for MA 5/21/08 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 2 INLINE p Depth—top of liquid to inlet invert Depth of solid's 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.): BOTH POOLS WERE DRY AT TIME OF INSPECTION 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.): Title V Inspection Form.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 22 CROSSWAY PL — —_... - ----...__r----- Property Address ' -----.-..- ---- — THOMAS F VOGT — - Owner - - --- ----_ ,.. -------..._—_-information is —. required for OSTERVILLE _ MA every page. Cd 5/21/013yfrown - D. System Information - Y matron (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. J�CcC 2� Tltls V Inspwflon Form.doc•08/06 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 22 CROSSWAY PL Property Address THOMAS F VOGT Owner Owner's Name information is OSTERVILLE MA required for 5/21/08 every page. City/Town State Zip Code Date of Inspection D. System Information(cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to ground water: 15++ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked , date of design plan reviewed: 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: ESTIMATED FROM BOTTOM OF POOLS TO WATER LEVEL IN POND AT LEAST 15 FT Title V inspection Form.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 . ts4r 2Z4T . 4g-0-x (EXISTING) g.7 13'-7 13 17.10, 9-7 a� C w oo�o pgWWNLn o K BUILT4N I m 00 M"' X cn 7 ). " I CABINET Q I� DECK e I LL GAS I, • © N F.P. Iq - 10 (VERIFY SISEB —'� LIVING — y MFR.W/OWNERS MASTER ROOM a BEDROOM . I CABINET I _ HALF WALL' AL- i 9 - ON ,• MULTI L . + ____ MULTI LVL BEAM ABOVE _�,_ - ... --- o —_ VL BEAM ABOVE NEW FIRE . .. .. 1 + :t4 • Q Q - PANTRY CABINETS • - " - RATED , - _ F YB-x8B' 2Sx6'B' h6'i r I e x °f PKT. PKT. DOOR r PULL-DOWN DOOR DOOR © ZH'x BB' © TB,x 6B, © I STAIR I W DIA COLUMN ON L--- 17 SD.BASE&TIED © J , JAC 721 NEW I WI A]8•HIGH HALF - - BSHWR WALL BIB• REFI [NSTALLTYPE'X• I 9•S T3 FIRE RATED GYPSUM BOA r. W.I.C. ew s BOARD ON WALL I I 6 ENCLOSED BETWEEN HOUSE& - -1' 3'-1f• 2IC 11• WALL I PORCH GARAGEALONGWI REMODELED I _ 7 CEILING __-- OVENS I GARAGE , g . MASTER, PKTx �L N. "` zs•x6F -- '__' I m b BATH : PMR I . i OW � Gs I CLOS a SINK. i y `:O YBP ENTR DINING KITCHEN !r , Z6'x6F m ROOM - (VERIFY KITCHEN 4 COOKTP LAYOUTW/OWNER) 1 II - BATH#1 -- , o - - A S.L S.L A .I I 6 B A ANDEflSE - COVERED FW02B68 AR ' ~{ ENTRY I NEW O.N.000R W/TRANSOM NEW O.M.POOR W/7RPN60M - B C i - A6 Ew I aA - lr r OLUMNS O lao 4B'4Y 1P Q'S 1I®gyp, . • (E%ISTIYKi) a (EXISTING) ... (EXISTING) - O w �4 NOTES: FIRST FLOOR PLAN i 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS r, &DIMENSIONS IN THE FIELD RE-BUILT FIRST FLOOR =1310 S.F. W^ 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, EXISTING BUILT GARAGESUNROO =126 S.F. - H DETAILS,&FINISHES IN THE FIELD WITH OWNER EXISTING GARAGE =241 S.F. NEW FIRST FLOOR =241 S.F. F•--I 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT NEW SECOND FLOOR =1230 S.F. - FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR NEW SUNROOM =80 S.F. W U] FIR 0 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS WINDOW SCHEDULE , - o STATE BUILDING CODE,SEVENTH EDITION - - - 'LEGEND: N U ONLY TYP MANUFACTURER'S UNIT QTY. ROUGH OPENING REMARKS WIND ZONE 1.50 ASPECT RATIO FOR NEW MAIN HOUSE • 6. 110 MPH EXPOSURE B WALLS E--"I 1 � ,EXISTING A ANDERSEN TW 28410 7 2'-10 1/8"x 5'-1 1!4" DOUBLEHUNG �F( 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY r--� CONSTRUCTION TO BE REMOVED ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS. - `--J B TW 2852 2 2'-8 118"x 5'-5 1/4" DOUBLEHUNG 8. THE NAILING SCHEDULE " _ _ N " � T D CONSTRUCTION " 5'5 1/4" CASEMENT EMPERE S RUC 'e 1 6 x D tJ CON T 4 z / )NEW s DOWNS&STRAPS c Tw z6 z O C\2 AL HOLD DO S A FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL MET _ DEVIATION F '-0 /8"x 5'-0 3/8:' CASEMENT - D CXW 25 2 8 1 . 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER&NYE SURVEYOR'S&ENGINEERS FOR ALL C DETAILS ON THE EXISTING PROPERTY - Q SMOKE DETECTOR E7 CXW 24 2 6'-0 1/8"x 4'-0 3/8" CASEMENT 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS �©CARBON MONOXIDE DETECTOR - F - CXW 15-3 3 9'-011t x 5'-0 318" CASEMENT COMBINATION 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - G AN 231-2 2 6'-0 118"x V-9" FIXED AWNING COMBINATION SCALE : TO BE 3000 PSI - - _ H AN 231-3 1 9'4"i x V-9" FIXED AWNING COMBINATION 12•)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W!OWNERS ON THE SITE J CW 15 2 2'-4 7/8"x 6-0 3/8" CASEMENT /4'I, —O„ DURING FRAMING CONSTRUCTION K " 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" CW 14 2 2'-4 7/8"x 4'-0 3/8" CASEMENT L ANDERSEN AX 281 1 2'-8"x 2'-8" AWNING DATE &WITHIN ONE MILE FROM NANTUCKET SOUND PER SATE OF _ MASSACHUSETTS WIND SPEED MAPS ' 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS G/25/2008 CERTAIN WINDOWS OR DOORS W/SPANS GREATER THAN 8 FEET WITH WINDOW MANUFACTURER PRIOR T ,ORDERING OF WINDOWS WILL REQUIRE IMPACT GLAZING OR OTHER ACCEPTABLE PROTECTION METHODS - 2.ANDERSEN W SERIES WINDOWS,WHITE,INTERIOR REMOVABLE GRILLES ETHE RRORS RSIOR OMISSIONS S NOTIFIED IF N &CLEAR VIEW SCREENS THESE DAWINGPRIOR FOUND ON DWG. NO. DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE DRAVA GS I FOR SHE CONTENT _•. '• INMMENDRAWINGSIF CONSTRUCTION ///��� �I ' . COMMENCES WITHOUTERRORSI YING ROMI HE OMISSIONS - DESIGNER OF ANY ERRORS OR OMISSIONSTHESE . " h - 6 ON THE DPR PRNGS ARE OPERTY NOTED.ANY OTHER USELY FOR THE E OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER.THESE DRAWINGS URAL REVISED: 10/29/2008 CARE PROTECTED UNDER OPYRIGHT PROTECTION ACT OF�19SO. s CONT.RIDGE VENT -TYPI ROOF HINGLEASPHALT y Q ROOF SHINOLE6 F-. SO 1 x B'FLYING RAKE' Q'N BOARDS WRAKE RIP B _ 40 CD N ,a ,>t 4 su&RAKE W to 10� Q � .�� TOP OF PLATE Q W� 1.M ` W(_Lf) m 3 �ul N�p N 12 NEW 514 IDF CASING. R OWC�L�� EXIST. PE IMESIDEAD&r.ILL CROWN [qQ'`'X AZEK1x8FASCWd � � PEOIMENTXEAD&25K1 O C�O.W FRIEZE BOARDS . &Nmg . . . . . . SECOND FLOOR SI SFLOOR L. TOP OF PLATE M HEAD HEIGHT IJ W.C.SHINGLE ®® ® ® ^ ' S'.-TO WEATHER WEATHER = D El Hu � + FT h CORNERBOAROS FIRST FLOOR _ •t- ` SUBFLOOR I - il ROLUMNo TELEVATION \/ T NEW O.H.CARRIAGE STYLE O.H.DOORS - F� \O N 1 E L E V A T I.O N • VERIFY MFR.d DETAILS WJ OWNERS) � _ (EXISTING) - (E%ISTINGI 4 3d Z ,3'-2 3'•B' fa'-ta S-Y' 2 r l 0 w OPEN i - TO --J BELOW S_f BEDROOM#3 As Q BEDROOM#2 U� W _ GAS FIREPLACE G (VERIFY SIZE& - - ON. - MFR.WJOWNERS l 1OR O l H • YC X Ca' PKT.DO .. w '( PKT.ODOR PKT.DOOR - I-STAI-DOWN 7 STAIR ' F-'i (O ---- T-S d•-? 11•-S 27XD WR I I zs•%Ss zs•XSB' ^A` w KT.DOOR PKT.DOOR - LIN W.I.C. W.I.C. ..PACC S ANELS I L-___— a'JrX6&' ——— ——————— NEW ACCESS REMODELED P -______J PKT.DOOR J ATTIC PANEL _-______- GARAGE DESK F" ACCESS w d.x5, - PANEL / }4 Q ACCESS HowE BATH#3 m N• / b ,.•O BATH#2 PANEL Y6'X68' / k, 1:34 PKT.ODOR / IS JaQ UNE OF YJAL BELOW o A A � SCALE A B IS 4s a p 1/4" AB A6 _ A6 A6 A6 A DATE 6/25/2008 Y-I1' 101d DWG. NO. 1Cd lad 22'd J/�LG\\ (_^y�T de'd 10'de XI Pt / \\ (EXISTING) (EXISTING) (E%ISRNG) j//•�\\\� (//!a' SECOND FLOOR PLAN REVISED: 10/29/2008 CONT.RIDGE VENTNAL TYPICASPHALT ZI o O V' . ROOF SHINGLES C4 1 cm,. . ALEK1zB FASpA6 ' N� .. - � FRIEZE BOARDS - rr uj N . TOP OF PLATE [-' W Q+O lO . F ppc�X c vM'�gx.L¢i 12 G EXIST a� . . . . . . . ED SECOND FLOOR SECOND R TOP OF PLATE HEAD H D HD HEAEIGHT 1♦.TO WEATHER AZEK S/I..CORNERSOARDSF, 3 .4 ♦ T FIRST FLOOR SUBFLOOR TOP OF FOUND. - TOP OF SLAB ,. REAR ELEVATION NEW 1 x B'FLYING RAKE' 1 r. .BOARDS WI1 z30RIPS Fr"y . I x I SUB-RAKE 1U� , 12 12 ("-"1 12 EXIST.. 4 - O a TOP OF PLATE . -TO?OF PLATE I v 1 w i .I I11 Ipl _ 12 I . - . I - SECOND FLOOR SECOND FLOOR SUBFLOOR ���, ♦ FLOOR f, �• _____1� TOP OF PLATE TOP OF PLATE ° _ I COLUMNS r j I . P4 x/1 I N O I I A I FIIRST FLOOR 'F.tlRSTFLOOR ' I T I - �/ SVBFLOOR - SUBFLOOR , 111��� ANEW TRADEMARK SELECT DECK RAILINGS e' _ A PROCELL DECKING.(VERIFY COLOR WIOWNERS) - - i SCALE LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1/4" I I DATE I L--------------------------------------- 8/25/2008 • DWG. NO. A3 REVISED: 10/29/2008 . _ ... (EXISTING) - , IT INSTALL SIMPSON THOS2BOGH BOLTSAT3B"o.c.MA1C S f q y WISIMPSON OLTS WI HIN BEARING PLATES EXISTING - A6 - Q N N _ ' PLACE BOLTS WITHINMIMMOF EACH _ - A6 PATIO _ W O h P P CORNER AND TO A B•MINIMUM DEPTH.USE SPECIFIED ADHESIVE a - 38•o.a STALL 61MPSON TNDS2SOH SOLTSAT 3B•o.e.MAX OD W/SIMPSON BPS 6/B-3 BEARING PLATES y - - PLACE BOLTS WITHIN 6'-Is,OF EACH CORNER AND TO A S•MINMUM DEPTH•USE' - r . SPECIFIED ADHESIVE - (... ca 7n n L e e m OCJ c�o�Gd. EXISTING ANCHOR BOLT DETAIL BASEMENT e REMOVE r ^ F e F � . Y Q Y' • �. ;,,..' .Cri'� WINDOWSA FIL WBCONCRETE ASEMENT . P.T 2 x 651LL W/SEALER.' +` • - t-' �.1'BLOCKS.FILL HOLES W/CONCRETE - SLAB ' e �.. ANCHOR BOLT DETAIL REMOVE.Foo wl WALLS - SCALE:.1/2 V-p�: , L , NEW POURED CONCRETE s _ PO FIG CONCRETE WALCAP ON TOP OF E �(EXISTINGI. ` " • : 1 T ... s . s - W/VER ICAL REBAR , , .. -, _ ... 9'J" • - 14'S - .. td'.P 6.3" a .. •o - « .,.EXISTING v _ S 1S DEEP CONCRETE - ,, .. a -RETAIN -FOOTING UNDER NEW. µ ,EXISTING J ` _ WALL' . e - In FRONTENTRYW/NS• « a + y RETAINING}' a.r _ § .. { , * t _ } ,x HORIZ 8 VERT.BMS , r � ". • WALL - - e EXISTING 8 w PATIO • T ' .. ': $'.:. 12'DIA.CONC.SONOTUBES r {A6 * 4—A s • " "'a 'i, i=�. { r. - ., .- •.r. 17-E .. fiP To BELOWGRADE ° 316 H ' r 1 sn`x6Y f -BOLT PLAN ANCHOR I.' BUILT-1N _, _ .. iq•.2 3'C 3'-4. x CABINET.' 4 t , a a n b I I' UP © h O - I I GAS `ExPANDED F.P. NAILING SCHEDULE ,,. (VERIFY SRE B . n - FAMILY -' : II (VERIFY SZEOWNERS x 110 MPH EXPOSURE B WIND ZONE RE-BUILT ROOM BEDROOM#4 ;;: E ' JOINT DESCRIPTION NO.OF COMMON NAILS NO OF BOX NAILS NAIL SPACING;t •- •.. - ::_ x�,� `.. - - � n 4-d - _. .ROOF FRAMING: , II BUILT-IN Y y , r _ • � BLOCKING TO RAFTER(TOE NAILED) - 2.8tl 2-10d EACH END r , & _ __ --_-CABINET 1 A6 _ - -RIM BOARDTO RAFTER NAILED) 2-16d' 3.16d EACHEND T ____ « 2n•x 68' ,6 I I 'e 11 I t t I I : _ .PKT.DOOR - 11 . g6S BTEEL BEhN ,. WALL FRAMING -___ _ -_ _ I TOP PLATES AT INTERSECTIONS(FACE NAILED) 416d' 5-16E AT JOINTS _ 24'•oc r„�.. - , ,.r « Fie_�$f ... ---- ----- , STUD RTO HEADER (FAILED 2 1 16d - ) L 2'6"x6B•' � � I' �`� �• � � • HEADER TO HEADER(FACE NAILED) t6dfid 16dd 16'o.c.ALONG EDGES O PKT.DOOR .�. 11C�� -..FLOOR FRAMING: z t V1 V1_ 'i n _ - 4; JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8tl 4-tOd r PER JOIST ` ! RE-BUILT TI------ © - -_-_ -_-----_ _____ _ ___ __ _L_--- ---- T--_ r BLOCKING TO JOISTS NAILED) - 2Ad 2-10d EACHEND r --- 1:0 ==ee --- - -— --- 1 EXIST. w BATH#4 I F n - T i - i i BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-i6d 4-16d EACH BLOCK SLAB LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16tl EACH JOIST u 1. I II O BLOCK UP I x o I I I ,, •JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Btl. - 3-10d PER JOIST t II r.: n. r ASEM / -+, EXISTING 6 T-I. .' I - i i _ + .BAND JOIST TO JOIST(END NAILED) 3-i6tl 4-i Gtl ` PER JOIST WIND SHOWER o i \� - 1 I I '' ) a .• 8ANO JOIST TO SILL OR TOP PLATE(TOE NAILEDO - _ I I I I I t � L:2-16tl: 3-1fid -PER FOOT ��r'-•-,L�—'`I� •E—"I V I ff r,... ..., - .. .. •. •,.... - I I j j I I . ROOF SHEATHING: 13'-Z i i I ,i i I. i i ` . WOOD STRUCTURAL PANELS(PLYWOOD) - NEw MULTI LVLV BEAM ' ""' """' .._..,. .. ,. RAFTERS OR TRUSSES SPACED UP TO 1S'o.c ,10d - S'EDGE/&'FIELD ^l —————— EXIST.. ' - RAFTERS OR TRUSSES SPACED OVER 16"o.a 8d •, " ° 10d 4"EOGFJ4•'FIELD •L ,-, O L. 2 GARAGE GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG 8d 10d 6-EOGE/S'FIELD - - - GABLE END WALL RAKE OR RAKE TRU55 8tl 10d 6'EOGE/6'FIELD EXISTING Y-P 71 J W/STRUCTURAL OUTLOOKERS �. UTILITY O " _ GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Sd 1GO 4'EDGEM!'FIELD -, CC NEW NE- : CEILING SHEATHING: SCA-I_. O § LAUNDRY STORAGE , GYPSUM WALLBOARD 6tl COOLERS - — 7"EOGE/10•FIELD - - b WALL SHEATHING - -. .. - .1/4' I 1 —Ort O ————————— ° - - STUDS SPACED UP TOWOOD STRUCTURAL Eo.oLS(PL � ) - - 8tl 10d 6'EDGE/12'FIELD' - - ' Z'FLBERBOARD PANELS Bd _ " 3"EDGE/6'FIELD - 1 ...... .. .. ,• ,_. - .- .. .,.... ,. _ .. YPSUM WALLBOARD _ 5d COOLERS -- 7"EDGE/10'FIELD D 12"S 6 — DATE 12"G p EXIST. I . FLOOR SHEATHING: - - 6/25/2008 $ I I 6 0 WOOD STRUCTURAL PANELS(PLYWOOD) -1"OR LESS THICKNESS 8tl tOd fi"EDGE/tY'FIELD ��//� A6 A6 §ii GREATER THAN I"THICKNESS D.WQ. N O, - 1Gd 16d V'EDGE/6'FIELD BASEMENT PLAN �� A4 _ - i (EXISTING) R „ REVISED: 10/29/2008 a (EXISTING) A USE TWO STORY LVL C - AB STUDSATSTAIR A6 OPENING N N Cn QO�� NG IN TH BIRS TW JOIST FIRST TWO ^ - - - JOIST BAYS® 58 NWN� N F + �a o� sa ' BEARING WAL MULTI LVL BEAM — — — — _ UITI VLB i — 11 7/B-ENGINEEREO JOISTS 1Ca.c. F I I d - A ul-rl I Y . jr M O _ — ilul — 1C4• BLOCKING UNDER MUL VLB NEWPT,SxSPOSTSONI2DIA- DORMERWALL I . 1 CONCRETESONOTUSEST047 B X-T 8'-2 BELOW GRADE.USE SIMPSON ASU SS POST BASE S SC S6 POST CPPS 0 P.T.2.17c Wf 1 x 12 FASCIA (EXISTING) y (EXSTING) (EXISTING) - SECOND FLOOR FRAMING PLAN 4B'd` b A - - NEW2"WALL C W/JOISTM GERBON BOTH ENDS 3 Ir•J••,� NOTE: - NEW MULTI LVL HEADER - NEW MULTI LVL HEADER NEW MULTI LVL HEAIDER cn 1.VERIFY ALL FRAMING DETAILS Wl ENGINEERED JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION _1 2.USE SIMPSON JOIST HANGERS ON ALLJOISTS SOLD BLOCKING ' - O• 3.FOLLOW JOIST BAYS ENGINEERED JOIST MANUFACTURERS JOI FIRST®HE I }P i 2x,2's 4 .. FASTENING REQUIREMENTS JOIST SIMPBON jo H2.I CLIPS . rATEACH e JOIST 717 „ NEW MULTI LVL BEAM NEW W 14.68 STEEL BEAM(FLUSH FRAMED) EXISTING LALLY COLUMNS. "` < TO REMAIN AT THESE LOCATIONS - P.T.2 tOLEOGER BOARD LAG BOLTED TO • §F T BOLD BLOCKING W/(2)LEDGERLOK BOLTS ICo.c.WWJOISTS HANGERS ATBOTHENOS ^, O ,11]/d'ENGINEERED JOISTS®1C o.c. OCQ 4 • NEW MULTI LVL BEAM . '� SCALE 1/4" = 1 r-0" DATE -- 6/25/2008 .. EXIST.. .. e ,bF - -, . - L p DWG. NO. A6 A6 FIRST FLOOR FRAMING PLAN Bg,� REVISED: 10/29/2008 A5 , NEW ROOF CONST. 1 1.2,10RAFTERS®16'a.c - 25/0-COX PLYWOOD SHEATHING 3.ASPHALT ROOF SHINGLES MULTI LVL RIOGESEAM A.ISM FELT PAPER _ • 't + a • U . 5.9'(RaTO)GATT.INSULATION IN CEIUNGS a - 7.2xt2RIDGEBOARDEJICEPTASNOTEp w , B.((pp SIM SON H2.5 HURRICANE CLIPS ATALL RAFTERS ` S ICEMATER SHIELD AT 80TTOM3V OFROOF 10.PROP-A VENT VENTILATION CHUTE BETWEEN RAFTERS Cs®i6 o.c.,USE. - • II.WINDWAS,IBARRIERS _ ____ S.101 NAILS EACH END `..� 12 1 . y 2.10s®16'ac. TOP OF PLATE . tl ° ` F 1 .. �.., I co Q C/I NEW WALL CONST. E- La co 0 Lz •, ,� : ' , - - - OYP2. SHEATHING , r 0 3/7((R;I3)BATT.INSULATION •, ° • • - _ .. r a_ t • L. [/j - 1 , A 1/YGYP6UM BOARD S.W.C.SHINGLESlDfNG6.TYK VAPOR BARRIER 7.POLY VAPOR SARRIERON INSIDE 10 t� - ♦• BEDROOM#2 �. _ r ... .. _ _ ci `�a.w '. BATH#2 r SECON.FLOOR , # 2 6'Q IF o c.:USE ' r _ > -- p >Y 5-10d NAILS'EACH END.- x r 4 a t SUBFlOOR. _ r_ fi 71 7/3'IJOISTS®16'oa TOP OF PLATE 4 - - s ♦ s WINDOW HEAD • - HEIGHT NEW 12'GYP.BO ON - - J 'a ! '. Al . r F + _ 1.3 STRAPPING 16'oa A - .. R .. -2.2x 1os - - r r y ® CONT.ALUMINUM W/CASING , • - " .- r NEW MVLTI LVLB(JAM. SOFFIT VENTS 5 ,2x BEACs®D BOAR16'o.c.D-- - - J .-r .. ^<..`+ •i. ,,. � - .-ab'A ,....qa.. ,... ..i+. - ., - .ut':x- +1-C ... .... w ^'b .. -.- A 'A .a. -t. a. - rv,3'i - �} a M+ r `" dG ECE55ED' P MASTER MASTER . LIGHTING A BATH BEDROOM R. r r ; L:" '0 'i '• _-' NEWAOVANTECH3/PTBGPlYW00D ' : _ d MASONRY- a -�� Y MASO -(VERIFY FASTENING Wl' - , • -.r SUBFIOOR-GWGDd NAILED R + :. ; ON A'CONC.SLATi - # -•`a -` FIRST FLOOR '' - - : 1 -FIRST-FLOOR - MFRS.SPECSJ -- - _ . +ra SUBFLOOR 't: I • 1 a a" SUSFLOGR r To]81 JOISTS POFPLATE x� PT:2x6SILLW/SEALER ♦. w Xs NEW MULTI LVLGIRT v' o- i EW YBATT. r<• y INSULATION(R ' .. r _ ;.,� 2.4.TuOS616'a.c 1 GYP BD.. ,. , ea. .^ r.... .1 - IS'DEEP CONCRETE _ ,. -, , i" -_ _ ♦r x r•q:. ax .. a r, ^ 9 FOOTING TRY W1#EW ° _ a FRONT ENTRT.W "' gr • , - HORIZ.d VERT.BARS. RE-BUILT " RE-BUILT r, c r� UTILITY s BATH#4 BEDROOM#4 17:DIASONOTUBES�• ._ . i Y EXIST.FOUND r <y., ^ TO A'0"BELOW GRADE'.:J• - _ .. '�.. WALLS TO -. t ,. ., r., , a :fj : .. . REMAIN TOP OF STAB 4a:+: ',- r. ... r ...y..' "` T L - ,•§ ;:, .r r .r .. n ,. Y�-. , u: J - t Ld 6. B SECTION @'COVEREDENTRY zg �♦ µ�+` a , • 1 :J..s - t - .: - ' '� •` e .Y r a,j .k ' a..: ,: . y "a ° . r.: ♦ a m. q, r f i r e .x ,.Ub.... 1.1' .�:_ r ,, .. . . ,. '..�. .. a .4 • A '� �°� .a i 12L'✓ -... Y 1 , _� i .r .x .. r �y - "�1 fi BUILDING SECTION MASTER BATH/BEDROOM' a ° , , F A6 ..' e.. r' 1£"t X... (, .'1 c. ..a r: u4•i Nt :g' •/q..a - X, r F e A ., r3' » r Al P,. V. ...MULTI WL RIDGFBEAIA r, wr. : , y . T .a gig...... .. .. s ,r v.. d+` .xis AILS o.o..USE. ♦. + _H : •e r. Y. y S.10d NAILS EACH END �� , p d 12 i✓ � l� x S • 3. n a :tia• a :.. $ r e.. r ,.. 45 a: .. _ .. .;.. 2 77 r TOP OF PLATE +.-{ .F. :., ^. '�,. :, ,.. - �.{:' F , # 'w ,r a ''._.. , ..' :,,. :. ALUM.-. U • 12 " L v� , SOFFIT VENTS ,x• -,a,.^T c•. ° NEW WALL CONS '` 17 el 0 ac , 1.2x 40TUD0@1Co n .1 -S. ♦t .. W " . d PLYWOODSH THING' �' - 4"4' .j�. iY 1•'J-1 2.1 rr(R-1 r I r r + 7.3 171R=13)8ATT.INSULATIDN _ .. , ,..- t., :. a y e. 'r w �. ,n ♦ ,. - « 1� tY _.�.. 1.1?GYPSUM BOARD v yu'y HALL, BEDROOM#3 , LL •. 4 5.W.C.SHINGLESIDING - BA"11.1 ll'3 .r 6.TYVEK VAPOR BARRIER ,, ATTIV ].POLY VAPOR BARRIER ON INSIDE. W .. c' f : x. -+, a' : p `1w - . T*t ,_ ,• ,. SECOND FLOOR _ ^ r : r ir• r SUBFLGOR • 11 TIT IJOISTS @1Co.c... _ --TOP OF PLATE •. - h« � ,. �6':' 117/S IJOIST3�16'ac r TOP OF PLATE - WI DOWHEAD .. HEIGHT NEW 72'GYP BD.ON .. 1 r a..:. ,.+r �,' 3 Y .� 'p'¢, `.•+ s .. .. r 1x3.111"PING@16-m. ;. " -. _ '-`. ..♦tl:,• - ( s - i53 . r CONT,ALUMINUM _ .+ + NEW MULTI IVLBFAM� .. • SOFFIT VENTS r - .. EXPANDED ` P.T.2x BLOCKING EDGER BOARD RD LAG BOLTED TO ' -ENCLOSED I fi • t .. • r ` IT-. -NEW PORCH 4 �' « fi KITCHEN LIVING NEW OF r L F e _ WALL NEW AOVANTECH WN Td G PLYWOOD s w.a P.T.2x Bs®16• n. - r CONST., ri SUBFLOOR-GLUEDd NAILED +' FIRST FLOOR , FIRST FLOOR .> FIRST FLOOR - - , SUBFLOOR - SUSFLOOR - `fi A 'SUBFLOOft 117/B'IJOISTS®1Co.c. 117r(JOISTS®ICac. TOP OF PLATE« 2•P.T.2x IV, 117Ir IJOISTSQ1Co.c. NEWP.T.2x10s®16"o.c. ^' 3.P.T.2.ITS W/1.12 FASCIA P.T.2x 6SILL W/SEALER EW 4'GATT. W 14x 68 STEEL BEAM _ « \ .. ^ SCALE h INSULATION(_RC10) - `BLOCKING ' 3-P.T.2x its 1/4" = 1'-O j FAMILY ED F a 4 STORAGE DATE ; p�L CONCRETE SONOTUBES TO AO' - p STORAGE ROOM § BELOWGRADE.USESMPSONIA 6./25/2008 - 7YP.IY DIA 60NOTUBES � � ' TO 4'P BELOW GRADE EXIST.FOUND. - - ABU 66 POST BASE d BC 66 WALLS TO h ' REMAIN - TOP OF SLAB _ POST CAPS D BUILDING SECTION ENCLOSED PORCH DWG, N0. BUILDING SECTION @ KITCHEN/LIVING A6 , REVISED: 10/29/2008 (EXISTING) �N ISHEDOORMER) - A C a AIS A6 SOLID 2 It B BLOCKING IN THE OUTSIDE TWO RAFT ER S CEILING JOMT BAYS Z' Q� _— a 4B•oa..ALLOW SPACE FOR AIR O N FLOW ON THE UNDERSIDE OF ROOF N SHEATHINGW w E WNCO awop U)x I M� OU v0< -:L" V D A6 3TQ (EXISTING) -' —31h1P30N I Inc IAI 1 z MULTI LVL RIDGESEAM CONNECTOR _ _ i—I— m 4x6 POSTFROM UP"OR BE O J _ -- 2x12RIDGE BOARD FI 1\ TJ 2x GA ROOF RAFTERS®IPo.o. 1 fiC ,. TO E BUILT OVER GARAGE .. .. z ' 2xeRAFTER5�1e o.e. o O . ` TO BE BUILT OVER MAIN FASTEN RAFTERS TO VALLEY - GABLE ROOF, B < I ——— 4e f B W/SIMPSON ISSU 28 HANGERS C 0 A6 3•.u• 1o4r r.r 1o'Q _ (SHED DORMER) (GABLE) - (GABLE) I"�"1 F•L� (E%ISTIl10) - _ - (EXISTING) (EXISTING) t _ - , rr/'•�I v 1 ROOF FRAMING PLAN NOTES: - W • 1.) ALL ROOF RAFTERS TO BE 2 x 10's { UNLESS OTHERWISE NOTED - 2.) USE 12)SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS . - 9) ERIFY OWNEUTTER TYPEILAYOUT k a •• ` HIGHWINDASPHALT z 1 ROOF SHINGLES 1?CDX PLYWOOD SHEATHING 2=10 RAFTERS \ / ISO FELT PAPER H • / SIMPSON H 2.SA HURRICANE CUPS ~{ ' INSTALL THREE FULL ALNT STUDS S TWO JACK BARRIER W ND WASH �3V•WIDE ICENJATER SHIELD STUD AT EACH SIDE OFALL ROUGH OPENINGS • - ALUMINUM GRIP EDGE PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: x3STRAawNGW/ 1=8 FASCIA BOARD (2} O WINDOW - 1?GYPSUM BOARD 1=4 SOFFIT VINYARD L L a 2=6 WALL 1 x COOT.VINYL SOFFIT VENT r •' BLDG.DIMENSION SLOG:SIDE REQUIRED% PROPOSED% 1 x 3 SCRO BOARD W FIRST FLOOR LEFT SIDE 59% 100% TYP.2=6wuLS t y4•caowN JAOKSTUD W FIRST FLOOR RIGHT SIDE 59% 94% 1=6FRIEZEBOARO r (Roucn oPENWc> W SECOND FLOOR LEFT SIDE 30% 7 1% - - (�) ROUGH OPENING STUD DETAIL W SECOND FLOOR FLOOR RIGHTSIDE 311% 9D% ✓> ^\`2 L FIRST FLOOR FRONT 31% 50°k NOTE 43 DETAIL AT WALL L. FIRST FLOOR REAR 31% 49% L SECOND FLOOR FRONT 15% 45% SCALE:1/2"=1'-0" SCALE L SECOND FLOOR REAR 15% 50% NOTES: IN NOTES: - 1 BUILDING ENVELOPE SEAL ALL .SEATO REDUCE AIR LIEAKAGE ONS HE 1/4" = 1'-OBI 1.USE 3"EDGE NAILING&12"FIELD NAILING SPACING ON ALL WALLS SEE SECTION 6106.3.3 IN THE STATE BUILDING CODE 2.1.50 ASPECT RATIO - DATE 3.5%ADDITIONALWALL SPACE IS PROVIDED FOR THE 87 TALL DOOR OPENING 6/25/2008 DWG. NO. A-7 REVISED: 10/29/2008 GENE" NOTES : ROUTE 2g 1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED HOUSE ADDITION/UPGRADES ��'�o• 2.) LOCUS IS ( PRISED OF : g� 11OWME ASSESSOR'S SLAP 165 PARCEI. 057 i DUD 8498 PACE 291 LEGEND.. LOT 11A AT PLAN WOK 181 PACE 129 Qc�'O � PCUOSSWAY OWNNERIAP'P'LICW.- 1T F. ►✓ '', of ux. "q o CE BOUND P.O. BOX 432 cY r y IRON PIPE CAMIOVrPI, NY 13M N o N •0• UTIUTY POLE GAS SHUT OFF PROJECT LOCATION: 22 CROSSWAY PLACE LOCUS cr) OSTMLLI~ MA 02655 ' CL IL CATOi BASIN LOCUS MAP o`- >-- Jx LIGHTPOLE N.T.S. U© CAS METER 3.) PRIU RY BENCHMARK: SCALED n?M TOII+N OF B14RNSTABLE 0 BASEIW i u;w m I ELECTRIC METER 165, SPOT ELEVATION AT FRONT OF DOW � L, 0 IFtFYlGATION VALVE STRUCTURE AT LOCUS - ELEV.=46.8 NW. 1. 4.) TONING WF ATION CL VA TONING DISTRICT : RC r- PaIF -. TREEUNE MINILIUAI LOT AREA = 87,120 S.F. (CURRENT) 1�1 4' 0 TREE MWILIUM LOT FROrNTACE = 20 St' MINIUM LOT WIDTH = 100' ;. a/ a MINILIUM FRONT YARD SEIBoRCK = 20' i K� kIIId MUM SIDE AND REAR YARD SETM = 10' / N� NIF OFFSETS SHOWN ON THIS PLAN ARE FM Iti00DEN TRIM EIOt4RDS / RICHARD JR. AND 09 ``-,.• MPCItdIA Ct1 i1.9ER /� OVERLAY DISTRICTS . AP, RPOD 5.) A TITLE SEARCH HAS NOT BEEN PERFORIIFI? FOR THIS SITE IF DETERMINED TO BE CO w NEC4RY A TITLE SEARCH SHUW. BE PERFOIIiI BY OTHERS. 714E PROPERTY L UC INFORMATION SHOWN IS ReD ON CURRENT AVAILABLE RECORD INFCIRI,IATTON 00t4StST1NG OF F'U4IVS AND DEEDS. THE nV= FEATURES SIM HEREON WERE OBTAED FROM AN ON THE CROUND FlELD GAS W1 ER 'to Ew RELOCA1E D �" ,� e r' - SURVEY PEWMED BY RAXTER NYE WNEERING & SURVEYING ON APRIL 16 & 17, 2008. y — Rer. _ 7.) FLOW TONES C & 0, COUYUNITY PANEL NUI:IBER 25MI 0016 D r i ,. ► �� �„ TOTAL AREA. . LEACH• , ) 0 d o 0 / ." 29 675 SO. FT. �- o o s PIT r / ► r E. 0.7 ACRES u' r r ► cry v �t' i r r / ► r •SUE IS NOT MM AN A.C.LC. (AREA OF CRITICAL. ENVIRON'LWAL I). , I UPLAND AREA: ~� ' i i I / r /r "� "WE PS NOT V+ 1HIN AN AREA OF ESTIMATED HIA811AT OF RARE Wfl DLIFE PER NHISP MAP / 27,995 SR. FT. < "''I a Al-9 MOM 1, 2006 "ESTILLATED HABI'1"ATS OF RARE KDUFE" FOR USE MM THE UA 0.6 ACRES a N- a i r r ► ►! r ho, II I / r'� y- __ 0 VL+ETLA,NI}S PROTEGIM ACT REGULATIONS 310 C1,67 10." WETLAND ARILEA: ,, - // i i i % r i l i r' i _ dr -g "'SITE DOES Wr CONTAIN A CERTIFIED VERNAL. POOL. PER NHFSP MAP OCTC38ER 1, 2006 BERM 1,680 SCE. FT. u r r I r r / ' 11 Al VI RNAL. POOLS., l WgCK i , / r , / ► I I I A1-7 "SITE IS NOT WMW A PRIORITY UWAT PER MOP UAP OL:TOBER 1 2006 "PRIORITY WIBITATs i I / r r r r .r• ► r r I I �A -� ; ► , i i •�. i / i i ► 1 i JIL OF RARE Ste" F017 SPECIES UNDER THE AMSS CHUSETTS MNCERED SPECIES ACT, oRl CeCk t:►�',�4� VACH r r r 1 i / r ► r 1 Al-6 'k` REGUtAT1t71'VS 321 CURIO / r •i /0 Ala DOPED 1 i / / / IIR IGATI(�N wE[L 1 I ,lye FLAGPOLE \ off, 4i �i .'� �' ►r► l r / / /r i rr / r , 1 r r r / / ' �i r 1 1 9.) _I.d�TII.ITY INFORMATION-SHOWN HEREIN, �' `" 1 , ► r r , / r / ► r riii 1 31tc IRON PIPE PO -^�`��' ' �'` m �,`� �' i / ,' / i i l I r , / i I i i1y4 IRON " 7HE CONTRACMR SHALL CONTACT DIG SAFE(AT 1-•888-LNG-SAFE) AND UTILITY.COtUPANIES TO LOCATE / , ► r r / , , r ' r If r r , All. E USPUG UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF FOUND ,� r I r r r l n r , r r I r r L7(151TIX UN ND INFI�l5TRUC`TUR& U11 IiC.., CONDUITS AND LINES ARE IN AN APPROXIUATE E, /;v i ► I I r r r .I l r / I I /fin Al-5 '� WAY ONLY MY NOT BE L11�tO Tip TW SE SM HEREIN AND HAVE BEEN R�AR�fiED B9lSED ON THE (HELD) '� ' F ► ' i i / i i i l `� ` AV f UTILITY RECORDS NOTED HEREON. THE � AGREES TO BE FULLY RESF'OWSLBL.E FOR ?� w___,- ,� 1 i f i i ( i i i r i i I l ANY AND ALL � WHICH I�GITi` BE OCC4SI0NED BY THE CONTRACTORS F76It LIRE TO LOCATE SAID r l d` IN RE AND UTILITIES L:7(ACTLY. iF FIELD CONDITIONS DIFFERS FROU PLAN INfOWTK?N, THE r CONITTOR SHALL. NOTIFY THE ENGINEER fNLIEDIATELY FOR PO5.S18LE RIB. A1 4 JkL 0, UTILITIES SIM ON THIS EXISTING CONDITIONS PLAN WERE LOCATED BY FIELD SURVEY. RESEARCH r r i 1 I 1 I I I i RETATIVE TO UNDERCROUND UTILITY t.1NLS AT SITE AND AALACENT PARCELS HAS NOT BEEN i1-3 ACCOUPMED NOR SHOWN ON T RIS PLAT ! V-)P OF Ct}NCEtD E BOUND (HELD) / 9' ,{ w ` an �` � � `\ `\ \ 1 " " E105TTNG SEPTIC SYSTET : LEAG'H PffS 5FLOWIr Ark APPRO7t?MATE.AS PER TITLE 5 GB/UN E:_E:V. 40.55 (NGVD) ' � } � � � 1�V \ � \ � � , FOUNDI IPtSPECTION F PREPARED IT1' [?C)i1( I1S A BSI, [SATED 5/21/08 N $ % dv r r ► t "WATER LINE ON THIS PLAN WAS TMIN FT L TIE CARD 0-3291-0 °�° yo i i Al T2 (MMCE 3115167). 67). NIF ' ; r GAS LINE SHOWN IS APPROMMATE PER W PfOODO BY KEYSPAN ENERGI' WENDY MAIZLA STEIN, �t-1 Dl LWW 01 04124108. is I j 1vs1 ; Plan of. band at WAR I LECUt1C INLXCATIS OVERHEAD SMff 04 LOCUS SIDE OF ;>. : 22 'Crossway Place CISYAY FLAME FROM POLE &%/1 PER FAX VOTED: 04/18/2008. - steruilles, assachusetts 0205 'PREPARED FOR o" F. and Cynthia C. Vogt I . mLE Site Plan for New Addition t M, BAXTER NYE ENGINEERING & SURVEYING } n C - Registered Professional C Engineers and Land Surveyors i 78 North Street;3rd Floor,Hyannis;MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 z 20 0 20 40 N C ZW4 SCALE IN FEET C R � c SCALE-- 1" s 20' DATE' 06-20--08 Y REV. DATE Cc REMARKS v ' ' MOM MAW c i 0: 2008 2008-017 SU WRKS 2008-017ADDTN.dw c C 2008-017 C\ Cm