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HomeMy WebLinkAbout0110 SEAPUIT ROAD - Health 110 SEAPUIT RD. ®STERVII.LE y A = 118 138 1 1, COMMONWEALTH OF MASSACHUSETTS ul EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address; 110 Seaguit Road d Osterville. MA 02655 Owner's Name: Martha Ryan Owner's Address: 162 Blueberry Hill Road Lmzmeadow,MA 01106 Date of Inspection: October 30, 2006 Name of Inspector: (Please Print) James M. Ford , Company Name: James M.Ford ? p Mailing-Address: P.O.Box 49 Osterville,MA 02655-0049 "= Telephone Number:. (508)862-9400 CERTIFICATION STATEMENT -o I certify that I have personally inspected the sewage disposal system at this address and that the rmatiotr reported, below is true,accurate and complete as of the time of the inspection. The inspection was perform based 61 my ra training and experience in the proper function and maintenance of on site sewage disposal systems. .I am arjAEP test approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The syste ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority F arlis Inspector's Signature: Date: November 13, 2006. The system inspector shaYsubiay of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report,only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: I10 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30, 2006 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 failurecriteria described in 310 CMR 15.303 or in 310 CMR.15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less.than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken.pipe(s)are replaced obstruction is removed ND explain: 2 I Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 110 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30, 2066 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. The system has a septic tank and SAS and the SAS is less than 1.00 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: I10 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30, 2006 D. System Failure.Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. _ ✓ Any portion of the SAS;cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of"a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15:303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: Y To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000. gpd You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes to any question in Section E the system is considered a significant threat, or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 110 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30, 2006 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: Yes No ✓ _ Existing information.: For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' - SYSTEM INFORMATION Property Address: 110 Seanuit Road Osterville. MA Owner: Martha Rvan Date of Inspection: October 30 2066 FLOW CONDITIONS RESIDENTIAL 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: 0 Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): n/a. [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): - gpd Basis of design flow(seats/persons/sgft,etc:): Grease trap present(yes or no).: Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL :INFORMATION. Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes.or no): No If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 611101 -per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:, 110 Seapuit Road Osterville, MA Owner: Martha Ryan ' Date of Inspection: October 30, 2006 BUILDING SEWER(locate on site plan) . Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: Main house-30"; Cabana-35" Material of construction:. ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 2- 1500 gaL Sludge depth: Main house-2 Cabana-2" Distance from top of sludge to bottom of outlet tee or baffle: Both=30" Scum thickness: Main house-5": Cabana-1" Distance from top of scum to top of outlet tee or baffle: Both-6" Distance from bottom of scum to bottom of outlet tee or baffle: Both- 10" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee-or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). Main house: Tees were present. The liquid level was even with the outlet invert. The inlet cover was 15"below grade. There did not appear to be any signs offailure. GREASE TRAP: None (locate on site plan) . Depth below grade: Material of construction: '_concrete metal _fiberg]ass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: ; Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,'liquid levels as related to outlet invert,evidence of leakage,etc.): 7 , Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL,SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: _ 110 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30. 2006 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene '_other(explain): .Dimensions: ; Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.):, DISTRIBUTION BOX: ✓ (if present must be'opened)(locate on site plan) Depth of liquid level above outlet invert: Even Commments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarns in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 j Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 110 Seapuit Road Osterville MA Owner: Martha Ryan Date of Inspection: October 30, 2006 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 6-drywells(58'x H 9-per as built card leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of Hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): The drvivells were dry and clean. There did not appear to be any signs of failure The bottom tograde was 64" CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: . Indication of groundwater inflow(yes or no): Continents (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Continents(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 I Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 110 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection:. October 30, 2006 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. 8Ack. q3 a� 5. 19 - ao\ CA�MA yo yy 3g�3a 10 f Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 110 Seapuit Road Osterville, MA Owner: Martha Ryan Date of Inspection: October 30, 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 30+/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: topographic and water contours mays Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain; You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps, the imps were showing approximate1y.30'+/-to groundwater at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is.not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. ` 11 ARN TOWN OF BSTABLE �7 LOCAUON SEWAGE # ASSESSOR'S MAP & LOT VILLAGE INSTALLER'S NAME&PHONE NO. A'3 SEPTIC TANK CAPACITY. LEACHING FACILITY: (type) (size) p NO.OF BEDROOM,S BUILDER'OR OWNER-; PERMIT DATE: Z. COMPLIANCE DATE, Separation Distance Between the: Feet ter Table and Bottom of Leaching Facility Maximum Adjusted.Groundwa 0, m d L� any wells exist Priv;ate.Wate�S.�pply.'W.ellan,.. achingFaci Facility Feet c ngfacility} Edgeon site or within-20.0 fpc(of l6a.-hii Edge of'Wetland and.Leaching Facility(If any ex. ist. within 300.feet t ) Feet Fun-dshed by ------------ 61 tie CIO p TOWN OF BARNSTABLE LO�rATION V SGAPU I��. SEWAGE# C/O- 7 60 VILLAGE OVErAL, ASSESSOR'S MAP&PARCEL Ile- 13S- INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY Sys LEACHING FACILITY:(type) G D ry Wd 11 (size) SPX 1/ NO. OF BEDROOMS /� OWNER /`�[/�/� PERMIT DATE: 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 _ n S�nan J. FOr2 y3 a5� O 19 - ao yo 3a�1 3a \ C� � ®� ��30 !/0, TOWN OF B'AR-�N_�S/�TABLE �C� LOB ATIONZ0 2 r SEWAGE # nZC -Aee VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY fJ�ll® LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: -Z P COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 I Ids V P y Cob 4q ®� No. D ' 1. .Fee VA THE COMMOINWtAITH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Mizpo!5al *pgtem Cun!gtrurtiurt permit Application is hereby mad mit to Construct( or Repair( )an On-site Sewage Disposal System at: Location Address or L No. �� Owner's Name,Address and Tel.No. M 118 e Installer's Name,Address,and Tel.No. mil`?( —y VLS- Designer's Name,Address and Tel.No. �1�tl� Ce Tie, 6 i Type of Building: Dwelling No.of Bedrooms l�� Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4vlt gallons per day. Calculated daily flow `26-3 gallons. Plan Date i 3 tj I W-a Number of sheets I Revision Date �r Title 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 Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ued by this Board of Health. Signe �i p Date Application Approved by Application Disapproved for the following reason Permit No. © - Date Issued a� Fee c✓ • ' — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION$-TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatiou for -Migogar *pgtem Construction Permit Application is hereby madefs-a. 't to Construct( or Repair( )an On-site Sewage Disposal System at: ` Location Address or L t No. Owner's Name,Address and Tel.No. �,.ot tys• RZ � 3� 6s t�r,1.11 e. VA 11 P Installer's Name,Address,and Tel.No. "1"i Y y IT S Designer's Name,Address and Tel.No. .Type of Building: i Dwelling No.of Bedrooms �' Garbage Grinder( ) Other Type of Building 1,N 4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow ` gallons per day. Calculated daily flow 3 gallons. Plan Date_ 1 " ki 7-000 Number of sheets I Revision Date Title - Description of Soil t -"rNature of Repairs or Alterations(Answer when applicable) n. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of tt el Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board'of Health. k Sign a Date 1 Y` Application Approved by o r r Application Disapproved,for�he'following reason ., l f Permit No. Date Issued ' L/ , .' ' d . ------------------- THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed )o� r re aired/replaced( )onj� by t4VA4. ?OAAV— for o �, 1 ya at i o f- been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N( 0 dated CR Use of this system is conditioned on compliance with the provisions set forth be ow: n No. �(// (.j Fee 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 30igpogal *pgtem Congtruction J)ermit Permission is he granted to to construct( 1/)repair 4/ )an On-site Sewage System located at lob-- -11A: S•e4.,Q✓, r" (7 46 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. All construction mus be co leted within two ears of the date below. K 1 ' '1,2S Date: P � Y A roved b u � � PP Y V Town ol, 11,I1'I1stable llepnrtment of health,Safety,nod Environmental Services Unte _ Public 11e,1101 Division of 367 Main Street,I lynnnis MA 02601 Sf, ""MASS r t t 2,� _�' Time_ ); � Fee rd. /!) 0. Date Scheduled Suitability Assess»rent fol' S ew soil S y age Disposal Witnessed By: t'erformed By: LOCATIONGENERAL owner' Name s Location Address La 145 G.C_ 5725'SI G (/fy� Address Engineer's Name D-"' l ZnC S N , � Assessor's Mapmarcel: rAA P %t$, 94 L l3 8 r Telephone 17 JiZT-`7 1'5 REPAIR NEW CONSTRUCTION Surface Stones Slopes(%) Land Use R Drinking Water Well —R en Water Body�_—n Possible Wet Area___ Distances from: OP R Other R Drainage WHY It Property Line �— Sj{CTCII:(Street name,Dimensions of lot,exact locations of test holes Fi pert tests,locate wetlands in proximity to holes) I` 176 _ -- - - .. ..•.eeLi" rs .,a+.yp.rt+'++��:ri�Mf�7r�aooa�Y�.r�`i �yi�fr— _ r 1-o r /4,57 71, 2- 4 PI 2ri/� A N M G\ Depth to Bedrock " Parcnl material(geologic) �Irs-slzl 0u "�Sh Dcplli to Groundwater. Standing Water in I tole: Alnn� �bsrr� Weeping from Pit race Estimated Scasonnl Iligh Groundwaicr y t)t��jCltllUNATZON 1+()XL SIASt)N�!11 i'.1IC,li. In. +ctj!o,d Used: ,. hi, 1?ePtli to soil mottles: Depth Observed suinding iit v,s.I",h: — III. t7r00tNa1yurer Adjust,I-It Jwatcr Level Depth to weeping Gam side of obs.hole: , — AJ.Groun Adj.factor H_ ____ Index 11'cll Index Well -Reading Date: time. Tlrrle observation Time at 9" — 7'luie at 6" — Dcpth of reic Cad ric-soak — f Rntc Min./Inch --- ___ ._._ Site Suitability Assessment: Silt Passed__ Site 1'ailcd: Additivnnl Testing Needed(YIN) Oti innl: Public Health Division Observnliotl Mule Uala"'0 Be Coniltleted on Bacl(-------j g Copy: Applicant HOW# _ DEEP 013SERVA'TION ROLE LOG soil other Soil Texture .Soil Color Mottling (Structure,Stones,Doulderes. Depth from Soil Horizon soil (Munseli) e Surface(in.) O —3�� © Z- a�^+y is �R 3/Z „ _ 3 - �/ -5�.��� !o y2 6 6 ��'✓.r/ /D 'Y) 7 4- 30'= i32v G �•'f'Nh A' Ilole#�?_ � "DEEP'OBSERVATION HOLE LOG Soil other ulderes. Soil Color I Structure,Stones,Do Depth Gum (USDA) Soil Texture (Munseli) ' 'Mottling, ( .: % ravell .. surface(in.) n 0- 3 Ye 4/4 pn 3- 8 Y9 51aS y 1? 6/4 2q`=13`2�� G Sp1� II1e# _ DEEp;OB5ERVA'TION HOLE LO other soil color soil Soil Texture Mottling (Structure,Stones,Doulderes. Depth from Soil Ilorizon (USDA)Soil e Surface(in.) j Hole# ___. DEEP ODSERVATION HOLE LOG soil other Soil Texture (Munseli) Mottling ture Soil Color Depth from Soil I lorizon (Stntclurc,stones,Doulderes. (USDA) Surface(in.) ��,�I insurance e a i Above 500 year Hood boundary No_ .E.Yes Within 500 year boundary No✓ Yes Within 100 year flood boundary No Yes — e of i�aturaI v Occurrine Pervious IVLa � as observed throughout the Does at least four feet of naturally occurring pervious material exist in all are proposed for the soil absorption system7 area prop p If not,what is the depth of naturally occurring pervious material7�— Y.•rj cation the I certify that on (date)I have passed the soil evaluator examination approved by Department of Environmental Protection and that the above analysis;SsOp; formed by me consistent with the required training expertise and experience described in 310 C / Date ��/s7y7 r GENERAL NOTES: W 12,ALL STRUCTURAL STEEL FLANGES TO BE LATERALLY L ALL WORK TO CONFORM TO STATE BUILDING CODES BRACED BETWEEN FLOOR JOISTS 2.SUPPORT ALL LOADS DURING CONSTRUCTION Cr ` SEAPUIT ROAD POOL HOUSE 13 ALL ONEC OF SUB F N HA LOORING BE 5IMP 0 1 O ALL AREAS 3.VERIFY ALL WORK WITH OWNER PRIOR TO START 9.ALL DIMENSIONS ARE ROUGH DIMENSIONS � O Iq.ALL CONECTION HARDWARE TO BE SIMPSON BRAND Z 5.VERIFY ALL DIMENSIONS AND ADJUST WORK I5.ALL FOUNDATIONS INSTALLED UPON UNDISTURBED AS REQUIRED TO MEET FIELD CONDITIONS SOIL,WITH FOOTINGS q MIN.BELOW GRADE lAJ d u - i OSTER VILLE `� 6.SEE ADDITIONAL DRAWINGS AND SPECIFICATIONS 1/'"�/1// 16.ALL EXP05ED 150NENE INSULATION TO BE COVERED Q e N PER CODE REQUIREMENTS FOR ADDTIONAL INFORMATION FOR CONSTRUCTION s T.ALL STRUCTURAL STEEL AND STRUCTURAL MICRO O°-� LAM BEAMS TO BE INSTALLED 1/9'DOWN FROM Q List of Drawings SUB FLOOR AT ALL FLUSH BEAM LOCATIONS TO ALLOW FOR SHRINKAGE A-1 Building Elevations a z `0 8.INSTALL SOLID BLOCKING BETWEEN J0157 U 1 A-1 1st Floor&Pouound BELOW ALL BEARING PARTITION WALLS Z A-3 RoofPlan oof Framing Plans tDetaila Building Sections 6 � � 9 ALL JOIST BELOW PARTITIONS TO BE DOUBLED A-4 Ceiling/Ro A-S Exterior Details®Window Schedule 10,ALL POST TO BE INSTALLED WITH SOLID BLOCKING d BETWEEN JOIST.ALL POST TO CONTINUE DOWN THROUGH FRAMING TO FOUNDATION SUPPORTS 11.ALL WOOD MICRO LAM BEAMS TO BE GLUED AND NAILED OR BOLTED AS DEFINED IN DRAWINGS 12 Q l EXISTING LL L LLLLLLL SIDING AND TRIM TO SIDING AND TRIM TO LL LLL LL LLLL L 12 MATCH EXISTING LL LLLLL POOL HOUSE TYPICAL Z MATCH E%ISTING LLLLLL LLLLLLL 4 5 NEW O EX1571NG ASPHALT POOL HOUSE.TYPICAL L LLLL L LLLL PCV PANEL PROOF TO REMAIN 12 I Q 5 NEW NEW ASPHALT ROOF ROOFITO REMAIN NEW ASPHALT ROOF \ Q TO MATCH EXISTING TO MATCH EXISTING _ o y \ ry m W LLLLLLL LLLLLLL LLLLL LLLLLL ~LLLL LLLLL , LLLL L L LL L LLL LLL LL LLL L� LL W EXISTING LLLLLLLLLLLLLL LLLLL LLLLLL LLLLL LLLLLLL LLL LLLLLLLL L LLL LL L L LLLLLLL LLL LLLLLLLL LLLLLLLLLLLLLLLLLL L av OPEN PORC LLLLLLL LLLLLLLL LLLL LLLLLL LL LL LLLLLLL L L �tL LLL L,L L LLL EXISTIN L L LLLLLLL LLLLLLLLLLLLLLL L LLLLLLLLLLLLLLL L LL �¢ V O O LLLLLLLL LLL�LLLLLLLLLLL LLLLL LLLLL LLLLL LLLLLLLLLLLL ` LLLLLL� LL OPEN PO L LLLLL LL LLLLLLLLLIILL LLL L L L LLLL L r Q LLLLLLLLLLLLLLL LLLLLLL LLLLLLL LLLLLLLL LLLLLLLLL L gLLLLLL L LLLL LLL LLLLLLLLLLL L LLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLL L LL JOB Z O LLLLLL LLLL L L LLLLL LLLLLLLLLLLLLLLL LLLLLLL L LLLLLLLLLLLLLLLL�L LLLLL L L - EXISTING L�L(L LLLLL�L�L�I.� LLLL L LL.LLLL�L� LLL�I�LLLLLLLLL�4L LJ L DD O LLLLLLLLLLL LL LLILI LLLLL LLLLLL LLL L LL `L LLLLL `LLLLLL L LLLLLL LLL LL tLLLLLLLIL L LL p�z N Cz LLLLLLLLLILLLLLLLLLLLLLLLLL LLLLLL LLLLLLLL LLLLLLL L LLLLLL L LL POOL DECK L LLLLLL LLL LL LLL LL LLLLLL L L LLL LLLLLL L LL iSi- ~_ W LLLLLL LLLLLLLLL L L LLLLLLLLLLLLLLLLLLLL LLL LLLLLL L LL LLLL LLLL LLLLL LL LL LLL LL L L �nWN LLLLLLLLLLLLLLL ; LLLLLLLL LLLLLLLLLLLL LLL LLLLLLL L _L LLL LLL LLL LLLL L L L - LL UL W Q D.J LLLL L LLL - L: LLL L LLLL LLLLL L LL LLLLL LL _ LLLLL LLL LL LLL LLLLLLLLLLLL LLz Q_ LLLLLLLLLLLLLL ' - LLLLLLL L LLLL L LL LLLLLLLLLLL L LLLLLL L L J LLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL L J LLLL L LLLL Lg�grpLy L L L LL Q N LLLL LLLLLL = ="•'" ;:'` LLLLLLL LLLLLLL LLLLLLL L LLL L L�LLLLL L LL LLLLLLL LL LL LLL LLLLLLLLLLL�LLLZL LL ^' L FINISHED FLOOR TO S MATCH EXISTING W — O ow U EXISTING POOL EQUIPMENT I I O 1 EXISTING TO MATCH NEW SCREEN PLANTING ENCLOSURE ACE O ______ ___ t _____ _,�_ ____ ____ ______�_ ,________________'.L___________ I I I EXISTING POOL EQUIPMENT ---------------- NEW SCREEN PLANTING J NEW COLUMNS TO MATCH NEW FOUNDATION CONCRETE SLAB ON O EXISTING GRADE_(TYPICAL) NEW ADDITION NEW FOUNDATION O EXISTING HOUSE NEW ADDITION EXISTING HOUSE CONCRETE SLAB ON GRADE.(TYPICAL) W REVISIONS REAR BUILDING ELEVATION RIGHT BUILDIGN ELEVATION "Cr., '='r. �' ii� -i.l e'r_._►a' 17 Q l EX1571NG PVC ROOFING PVC ROOFING o y� MEMBRANE L L MEMBRANE ( _ CALLED NORTH LLLLL I \ i LLLLLLL L <� "�' H SCALE: /4-=1'-O' SIDING AND TRIM TO LLL SIDING AND TRIM TO \\\\\\\\1111 ' 'v"ti:~•,':'t a MATCH E%ISTING LLLLL LLLLLL MATCH EXISTING �n POOL HOUSE.TYPICAL LLLLLLLL LLLLLLLLL NEW PERGOLA POOL HOUSE.TYPICAL J 2 x DRAWN: CPR I2 NEW 12 d 5 EXISTING 5 NEW ASPHALT ROOF 12 _______� NEW PERGOLA 5 7 DATE:II/29/2013 S— Q 5 NEW EXISTING ASPHALT N=W ASPHALT ROOF�`\ EXISTING ASPHALT TO MATCH EXISTING ROOF TO REMAIN _ I ROOF TO REMAIN TO MATCH LT ISTING o _ - NEW OUT DOOR SHOWER LL LLLLLL 4 L� ( I LL ® LLLLLLL ❑ L L LLLLL LLL LLLL ® LLLL EXISTING j ® ® LL L LL LL LLL LLLLLLLLLLLL L ® LL LLLLL OPEN PORCH L L L II LL In L LLLLLLL LLLLLLLLL LLL LL LL LLLL L LL L LL LL LLLLL LLLLLL LL L LL LLLVL O LL L L � LL > 0 'Z LLLL LLLLLLLLLLLLLLLL LLLLLLLLL LL LLLLLL U LL LLL LL LLI LL II LL p LL LLLL LLL LL LLLLLL _ -• p L L L LL L LL LL I U ~Q LL LL LL LL 4LLLL�L� O L L II -L i L LLLL LL LLLLL _ LLL L i L W LLLL LLLLLLLLL LL LLLL _ LL _ L LL FINISHED FLOOR W W n w _ v _ c Of POOL HOUSE (n W i I NEW BAY WITH i W I ( NEW OUT DOOR NEW PVC I PVC PANELS I I W PANELS NEW COLUMN TO MATCH I I SHOWER NEW COLUMN TO MATCH EX15TING ( E%IS71NG I 1 >— }- I ______________—_________i�___________________��__ �____r__ L, EXISTING 1YJLUMN____T-___ ___________ L______ ______ ____1-______________ ____ ---------_----------- ____________________-__ .___-_ -mEW FRENCH- ' ________ __________________________________�_______________ U J --''--- NEW FOOTING _ _ ____________ NEW FOOTING DOOR WITH 51DELIGHT [Q NEW FOUNDATION CONCRETE SLAB ON NEW ADDITION EXISTING HOUSE NEW ADDITION EXISTING HOUSE GRADE,(TYPICAL) Const UCLIOII Set LEFT BUILDING ELEVATIONBUILDING ELEVATION FRONT BUILDING ELEVATION A— SHEET NO. LU Foundation Notes Demolition Notes 5/8'DIA.A301 STEEL IT LONG ANCHOR BOLTS"A:".,"" 3t'O.C,TYP. I. A'I concrete to be 3500 P51 at-28 days. � I. Coordinate Schedule of Demohtion Work with Owner W N O 2) 6 PRESSURE-TREATED SILL 2. All Faotin s to 9'-0"below finished grade minimum. OVER FIBERGLASS SILL SEALER. 9 9 to minimize disruption n to occupants. � r 9'CONCRETE SLAB WITH 3 Footings to be 20"w X 10"d wnh(2)8 5 bete. 2. Fur rush and Install temporary walls and sealed plastic N O L' t sI0/nI0 W.Wf q Walls to be 10"thick pared in place concrete dust barriers between new construction and existing. Z « 9'RIDGED INSULATION - with 12)a5 bars at the top Wall to have 3 Remove and legally dispose of all existing exterior C3 �/ o m NOTE: gely 1/2'diameter x I8'anchor bolts at siding and trim from entire existing building �. GRADE VARIES- at 36"o.c.for late. r SEE ELEVATIONS. N perimeter. W a i S. Exterior of walls to have asphalt q Furnish,install and maintain temporary weatherproof y __ do pproofing below grade and mortar caging enclosure at the existing building during the period CL w'" 6 NIL POLYETHELYNE VAPOR°o 3' on found.cant.above grade, between removal of existing riding and roofing and 0 O LL BARRIER. 6. All footings to have exterior q"diameter installation of new siding and roofing. Z a O `e'` foundation dram set m clean crushed gravel Q m rn 9r S. Maintain the structural integrity and security of the u- rn IU a5 CONTINUOUS STEEL _ b with filter fabric an top. Finished basements existing structure throughout the demolition and REINFORCING BARS TOP - to have q'diameter interim drams set o AND BOTTOM construction period. Z U In 6"clean gravel and draining to a sump. 6. Secure and cep Orr existing utilities.wiring.piping Z n 1. All crawl spaces to be vented per code. ductwork,lines and systems as required to accomidate Z addition/ 12)n5 CONTINUOUS STEEL •.�, 1 Tha Contractor v shell walk thru wte with owner to POST LEGEND Ida tit an Items to be salvaged fin raise. d FOOTING REINFORCING BARS• identity 9 g foOnNG 10"z 20' -0 STEEL POST }STL.'LALLY FOOTING ® 111 WOOD POST 3 1/2"O.DJ 3"I.D. LEGEND 0 1x6 WOOD P05T 1 TYPICAL FOUNDATION DETAIL ® qxq PSL P05T EXISTING WALLS TO REMAIN 3 - SCALE: 1/2'=1'-0' 0 NEW WALLS 2 2 A 3 A-3 7`' 2r-O' f B 13 3 B 9 9 0 o ADDITION BEYOND STOOP r STOOP EXISTING FOOT PRINT - O. 70 Z . LU RELOCATED 2'-9' 8'-5' C-T" 9'-3` NEW COVERED O p (�IJ l� D[ In POOL - ENTRY - RL hill W Irn 7 EQUIPMENT �� .0 U n NEW 8'FOUND. P.T.9X9 WALL(TYPICAL) UPOD POST - - ✓✓/� G�J z C OO -----I — — 0 9� N ^PPSSP — �� -- -- --- ------ --- -- I n o F 1` ~ IfJ Q— Ilio _ � W> M NEW 21'WIDE I r i 9-0'C.O._O CO --- - U O LLI ~ - I I13E I - 1 1 _ _]� OPTION TO LEAVE LL1 —IO 9X6 U I I -i WAL RING --_ - i o = I I _ ____ -- �_ CURRENiPOOL O LOCATION � U O UIPMENT IN (f) POST UP 1 I _ ® P L______Y _DECORATIVE BEAM 001 + —� I ZNEW I ,-------d M EXPOSED ----- ---- r o 6 SCREEN WITH PLANTINGS O I CONC.SLAB I 1 -ON G SLAB —9X4 WD i l i BEANS 1' ON GRADE i ae POST UP I I NEW SUITE I 6 l I I I 3 A-3 A o_______ _ ______ GAS I o 0- I E I - _____ ____ _ FIREPLA C I- - REVISIONS . .BENCH I 1 ICATHED . 1 CEILING LI I' (2/23/2013- - ry I I 1 - I EXISTING i I ., BATHROON 1 PIN NEW FND. 11 1 I I REUSE EXISTING _______ ___ WALL TOE%IST - I: I SHOWER ENCLOSURE I I I --, i END.W/la'L I NEW n5 REBARll AL 1 I 1 CLOSET �'; W'O.C.VERT SET _ I. r I - - 9X6 WO I 1 I EXISTING I I. 1V DR, TO HORFZ ®13'�O'FINISHED 2'-9° I 1 I POST UP�! 1 I FOUNDATION I POST UP I' - INTO t IS.T. t ,.1' __ _______ _-___-_ ---- g_ 1 j WALL I I• . INTO EXIST ITYP,) I CLEAR I I I lea I I_ I, I n i PIN NEW FND. i i 'i:. I - '^ -------DECORATIVE BEAM ---.- ---- '^ I I I WALL TO EXIST. I I !. _ UTDOOR t o B C0 cp FND.W/IB'-L. I I I I OWER I I I n5 REBAR5 AT I I i IB'O.C.VERT.SET -' I I 95°DEG.TO HORIZ. I r DRILL t GROUT I I I r ) I 1 INTO EXIST.ITYP.) I 1 I 1 - a '- '. i R iJ_ ______ _ tE%157NiG CONCRETE_ '.! 1 I`_-• - �, V ING CALLED _____ -- I 1 Q rc CUT NEW DO o INTO EXISTItST ; I CR CABANA OL CABANA -- - - - $LAB:ON GRADE .� I �) � ❑ O SCALE:AS NOTED •�\_ _ -F _ t �. N II I ii i I 12'SIDELIGHTS I I /�' i DRAWN: CPR CABANA i I - rr 1 I r NEW /��A 11 II II II II II II II I I PURGOLANEW � 11 II II II II II II Ir II I I � 1 PER IWITHDIA P.T.9X9. I I.' •i. '..i,•. ii ii ii II ii ii ii ii n i i i i i m TIN- . BELL FOOTING_ WOOD POST __IL_JL_JL_JL_JL_JL_JL_JL t I -1 1 I 1 or52 "'SSSSSS UP I I 'JnLI N u u I u n u I I I I r-1r.....r--Ir -.1 _ II .. a ly a oI • of u ' ' 11 I I 1 1 I N I I I I I I 1 1 I I EXISTING I i 11 .COVERED PORCH 1 I I ; I Z I'-9 '3'-10 I/9' 2 1/2" 2'-0. 61 0, 2,0 I, I I I 1 2,-0'. - 10'-0' 9-1 1/2' NEW BAY - - [L O NEW BAT 2l'-1 1/2' Q 21'-1 I/2- NEW ADDITION O Q NEW ADDITION - O t`O A 3 FOUNDATION PLAN GUEST SUITE / POOL HOUSE FLOOR PLAN I SCALE: 1/9'°1'-0- Constructlon Set A-2 SHEET NO. w Typical Roofing Notes 0 I. Roof shall be architectural asphalt shingles, W as determined by owner. N ' 2. Furnish and Install"Ice and Water Shield"roofing Z N O underlayinent at all eaves and valleys. Install too(2) courses of thirty vx inches 136'7 each with a vx inch L �/ m m (6")lap Joint rot a total coverage or wxty six(66") W u_ z 3. Furnish and install copper flashing at all roor flashing il E 1p locations including roof valleys,step flashing,head and Q d IT, sill flashing,and masonry flashing,unless otherwise noted. Z O E 9. Wherever roofing intersects vertical walls,furnish and Q N Install eighteen inch(18")high'Ice and Water Shield' Z- sidewall flashing. U I ° 5. Furnish and install continuous"Cor-A-Vent"venting Z n° at all roof edges and hips. Z 6. Furnish and install continuous eave venting at all Z eaves.as manufactured by Car-Vent T. Furnish and install"Prop-A-Vent"rafter vent channel wherever insulation is placed between roof rafters. d 1` S. Roof Leaders are not shown but will be required. General Contractor to coordinate. A-3 FLAT ROOF WITH, 3'MIN.PITCH SAVE.PATCH AND 17 PROFILE TO MATCH g p R`42 CONTINUOUS ICE AND WATER EXISTING CABANA - Z Rey? I�ENTRY CANOPY SHIELD.1 ROWS.AT ALL EAVES Q I ROWa VALLEY AND AT ALL Al ROOF SURFACES LE55 THAN ~ CATHEDRAL 6'-O'WIDE AS MEASURED FROM Q _ CEILING THE EAVE(TYPICAL) NEW EAVE DETAIL w TO MATCH EXISTING O w OPEN TO TYPICAL L LL r a < HALL ILIA > a EYON ry z ? STOOP CANOPY m U O�° LL i- o o u v u i t ; n o a LL i 1 F=== _*� QO m w o L (RIDGE �Q p _ _ PVC ROOFING l Q MEMBRANE o L _ CONRETE SLAB a n-LLl 7 I Q � rL J RA QJ I I Q I Fj. _____i H RAISED NEW ASPHALT ; S ----- Q HEARTH MATCH TO I l W - EXISTING 'I PATCH NEW ROOF Lid O Or _____ TO MATCH In U -� c __________________________________________ A33 I ' I NEW I I I A-3 z. BUILDING SECTION ROOF AT NE� �S; CIL 3 SCALE: /d'=I'-D' FIREPLACE I 'fin ¢7ic '� `cNCLOSURE14 REVISIONS i 13 FLAT ROOF WITH i I Q F9 L EXISTING ASPHALT - Q lEXISTING N-cW'K'STYLE I Q' �(1 - .1 t 3'MIN.PITCH. I I 1 ROOF TO REMAIN GUTTER TO i t I ! t MATCH EXIST I INSTALL PLYWOOD L AT END WALLS LL-LLLLLLLLLLL LLL � i CATHEDRAL CEILING 4- LLLL ' I I L LLLL I I \ J _i T :f 5:1_2 L.. L L EXISTING CABANA iC -- - EXIST _ k EAVE HIEIGHT AND 12 PROFILE 70 MATCH QNORTH EXISTING CABANA > Q 5 NEW PERGOLA I L� -�j'� XBTING NEW PERGOLA ---- 1 I I I - ROOFER ):iI' SCALE:1/4`=I'-O" _ SYSTEM . �CATHEDRAL� I --- CEILING DRAWN: CPR w _J DECORATIVE L t �[ - - --- } t"I E%(STING DATE:II/29/2013 w OPEN TO BEAM OPEN i0 ® LLL L EXISTING OPE I _ t.a CON711 > a0•' ALL y� HALL LLLLLLLLLLL PORCH t _ _ I <"STYLE -P o LLLLLLL I II GUTTER w a - �L� 4L I:1 ------------------ ------------------------ LLL CONRETE SLAB + __ _______� I't r,RADF _ _ T __ __ r�_ __ -ter Z mQr I I ---------------------------------------I-- -------------- ---------I /,: Jtn EXISTING FOUNDATION (�� O F`/ (Q� Q tL Z i QZ N 20� � F oQco BUILDING SECTION I ROOF 'PLAN SCALE. 1/1'=1'-0' r, /; 2 SCALE: I/9'=I'-O' L Y� t JFi GI'i A ��A `,- / ,,�" Construction Set " SHEET NO. Wood Construction Connectors Typical Framing Notes w U MRF. SIMPSON STRONG TIE 1. Refer to architectural plans elevations, 5 LVL BEAM - building sections,and details for all dimensional w STRAP PER CODE IF TOP- INSTALL ALL REQUIRED 51MPSON HANGERS.P05T, LU m PLATE IS NOT CONTINUOUS BEAM CONNECTIONS AND PLATE CONNETORS end profile information(typical). OVER HEADER o 2. All dlmenaons are measured from face of stud NO E%LEPTION WILL BE.ALLOWED O LVL BEAM (concrete)or extern framing to centerline.of Z OR HEADER o ITEM. MODEL NO. exteror partlt ens 3. All structural lumber shall be SPF 42 a better. POST CAP AC-18 GA. 4. All miscellaneous lumber shall be SPF 42 or better. W IV r P05T END CAP ACE-.18 GA. S. Roof sheathing shall be APA-rated 5/8'CDX rm 0 L) E t I-JOIST HANGER ISU-SERIES s `m plywood. J. Wall sheathing shall be APA-rated 1/2'CDX fir 0 C, LL ° FACE MOUNT LVL BM.HANGER. HGU5410 .plywood. Z 1. Floor sheathing shall be APA-rated 3/4'TIG 'HIP AND RIDGE HRC-SERIES plywood;glued and nailed to floor JOlsla. o HIP CORNER PLATE HCP S. All exterior Gaming shall be 2 x 6 at 16"o.c.with Z U o ° MISC.ANGLE CONN. A-44 double top plate unless otherwse noted. All interior a 'SIMPSON' wall framing shall be 2 x 4 at 16'o.c.unless Z CC/ECC COL CAP HURRICANE TIES H 2.5 otherwise noted Z SERIES 51MP50N'H2.5"HURRICANE CLIP JQ FASTENED TO E.O.ROOF RAFTER ANGLES A-qq 4. All headers and beams shown of dimensional lumber ° WD.P05T BELOW EVERY ROOF CONDITION!TYPICAL) shall have 1/2'ply mood fillers to make up wall thickness REINPG 1 SKEWING ANGLES L/LS/GA (see header schedule). d TENSION STRAP LSTA/ST/MSTA/HRS 10.Furwsh.and install 9 x 9.4 x 6.and 4 x 8 wood TRIMMERS HIP CORNER PLATE HCP I.el posts,or heavy steel columns.to support beams and headers as regwred- LATERAL FRAMING NOTES: A° r mpaad boa hangers and connectors shall he to END BEARING DETAIL 9 LVL END POST DETAIL s LVL BEAM SIMPSON H2.5 HURRICANE CLIP ordered a coital a e[three I3)weeks prior �1 ched led installation.- 5 SCALE: I I/T=I'-O' I. THE STRUCTURL DESIGN OF TH15 RESIDENCE 12.F sh and install hurricane clp&pe desire,hangers,and WAS PREFORMED IN COMPLIANCE WITH THE fasteners as required to complete the work. INTERNATIONAL RESIDENTIAL BUILDING CODE Where structure is exposed and natural finished, FOR ONE AND TWO FAMILY DWELLINGS.THE throw h bolt in blind location to conceal fasteners PRESCRIPTIVE REQUIREMENTS OF THIS CODE 9, DO NOT APPLY PER SECTION 301.1.3 ALTERNATE 13.All typical Joists shall be 2 x 10.2 x 12.and TJI IMPSON STONG TIE PROVISIONS AND 301.1.3 ENGINEERED DESIGN with full wood blocking as indicated.unless otherwse noted. V:1'59 0/A34 - - H.All flush framing members to have.appropriate 2. FRAMING COMPONENTS AND FASTENERS AS galvanized Joist hangers. IDENTIFIED IN THESE DRAWINGS AND NOTES 15. Double all Jests beneath partitions,typical. ADEQUATELY RESIST THE LATERAL LOAD 1L All roof and—ling framing to have solid blocking T- REQUIREMENTS AS DEFINED BY THE INTERNATIONAL or bridging at 8-0 —maximum. - Q - RESIDENTIAL BUILDING CODE FOR ONE AND TWO - 11. All typical .or rarLers shall be 2 x 10®Ili'o.c. FAMILY DWELLINGS. - unless otherwise noted. 3,REFER THE MBC 112 AND[RC 112 FOR FRAMING 18. All framing in contact with concrete shall be z COMPONENTS NOT SPECIFIEDIN THE PLANS AND pressure treated. W 11)2XI2 BEAM SECTIONS.NOTIFY THE ENGINEER OF ANY COMPONENT NOT IDENTIFIED IN EITHER THE MBC 112 AND IRC 112 W I^ OR IN THESE DRAWINGS.REFER TO IRC It2 U O1 FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS TABLE 902.3 FOR CONNECTION FASTENING NOT LEGEND - Z Qj IDENTIFIED INTHESE PLANS OR DETAILS O O/Q ti _ u .x-, (2)2X10 9.ALL EXTERIOR WALLS TO FOLLOW SHEAR WALL NEW FARING WALL BELOW f- N ♦_ ni I SHEATHING CRITERIA 6 W EL EL W . ��i r I 5.SHEAR WALL CONSTRUCTION N W r I i i - SHEATHING TO BE 1/2'APA RATED L_ ______J WALL BELOW Q O ow - -f 2%12 ROOF 2XG CEILING JOIST i i - SHEATHING TO BE ATTACHED TO THE WALL W O O� FRAMING .PAVE DETAIL PLYWOOD AT ` ��IL'O.C.TTP i i STUDS WITH edNAILS a 4'OC AROUND EDGES N ¢ti r -- ✓ SCALE: /2'-=I'-O' INTERIOR 51DE �` I/I �'/ I FDGFSI B'IN FEUD I OF TRIANGLE rco SHEAR BRACING 8 _ - HOLD-DOWNS NOT REQUIRED POST LEGEND- O - LVILBEAMX6 WOOD yq xJ I - _ _�I UP fRdRED x POST ON - - O G. STEEL P05T 5TL LALLY I d _ 4X4 WOODS i2)2XID� CARE SHOULD BE TAKEN TO ADJUST NAIL GUN _ I '` POST ON —-— -—- PRESSURE 50 AS TO NOT.OVER DRIVE NAILS OVER FRAME - - qxL WOOD. INTO PLYWOOD.NAIL HEAD SHOULD BE FLUSH 3 I/2'O.D./3'I.D. J qxG WOOD ` �qXG WOOD STOOP CANOPY POST UP qXL WOOD WITH PLYWOOD FACE.OVERDRIVING NAILS ® 9x4 WOOD POST O POST ON �� 12 2XI POST ON - ------ i POST uP GREATLY REDUCES THE EFFECTIVENESS OF THE s%12 RAFTERS 3 SHEAR WALL ® 4.6 WOOD POST O '� _ - q q `\I r A_3 1.FOR FRAMING SIZES REFER TO FRAMING PLANS ® 9x4 PSL POST - 6 'G'O.C. / A-3 3 1XLI SLOPED 2X6 CEILING JOIST REVISIONS _ SI IV O.C.TYP I ROOF RAFTER- NG I.✓Ar CEI ING FRAMI •I � I - - - -- -- _ VTa, I I - - .� - -_, -_ -�-f— - TYPical Header Schedule. 12/�3/2013. I�. V - - _ _ ✓t FRAING PLAN. I I I _� The following schedule shell be fail for 2XI2 RAFTERS- n I ti I I I ./ _ siring(minimum)of ell mood headers.Fiber r '�• " I PS _ __ _ I CA HEDR r s stress shall be 1,200 PSI minimum. ER. RAM I CEI NG 4X6 WOOD .; 4T .4XG WOOD' f 1 4ti POST UP' r Note.Schedule not valid for any concentrated I I - loads from correcting beams a pasts.etc.,check '4 LW OD - - PLYWOOD AT --------- --- N Architect o Structural Engineer pop ..P 5T N I I INTERIOR 51DE 4XG WOOD - m h r cl r 5 c aor proper / IX6 WOOD I I I OF TRIANGLE POST UP I header Sing ra those conditions. / P057 DN (D 2XI2 I I " I SHEAR BRACING __ ; CHECK FRAMING DRAWING FIRSTI �: (2)II l/8'�VL BEAM '�_ i`I 666 � I I 1%[WOOD UP FRAMED qXL WOOD '..I I Supporting Rod Only SIZE _ L POST DN _ _ w r __ _ __ II - i Openings up to C wide 3-2'z 6' .E15�fGRE?OF ' I .. i 1 RUC UR / .:I I. 6 1'to 8'-O' 3-2'x 9' ( ' y EX15f1NG CABANA I I g'1'l0 10'-Q' 3-2'x IQ' CALLED NORTH M1 _ry I I 4 r i ', ,2XG CEILING JOIST 9%L WOOD STRUCTURE ,i�i 10.-1.to 12'-0' 3-2'x 12" �P '�I6"D.C.TYP POST ON RS EaSYIUTIN TrN CT REA AN ;�z i I .IT Supporting One Story Above SIZE SCALE I I r-1 (2)2XI2 BE M .I - - J Openings Lrry to 4 wide 3 �'Y 8' OR GPR 10' ` r I I 9X4 WOOD fI i. ;I II, - mMaELw. lZ I I POST ON I I r_ I p 8-I'to 10'-0' 3-2'x 12' I I H PURGOLA Supporting Tmo Stones Above SIZE aso PURGOLA I I, FRAMING 3-2'x 10" FRAMING _ - I - - ',nt, _ _f r Openings up , 9'aide to 6' 0' 3-2'x 12" 6'1'to 8, -O' 3-2'x l2" 121 G'LVL BEAM [n AO headers shall he>t 2 grebe Goober et a minimum. z I4 Install a continuous layer or 1/2'CDX plgmood O J_ between the header%glue and spike or screw together. W IL - _ `.\ I Z Z. -=�.i = Q U ' ROOF FRAMING PLAN.PLAN 2 CEILING FRAMING PLAN i 2 SCALE: 1/4'=I'-0' A-3 I -SCALE: 1/.9'=1'-O' q_3 - - COn9tryGilOn4SCL SHEET NO. V) W U_ L n W in T-3.1/1' 2'-91/1, 2'-51/1' Z ? O QAllU L E N ❑❑❑❑ jH FIND 01 ❑❑❑❑ FIF c 'o ,- \ Z U r a o g a Hl , ACW 2119 ADH 10159 ADH 2659 APW 5959 OO O O MRF,SIMPSON DOORS O O Z _O WINDOW SCHEDULE F I.WINDOWS MANUFACTURED BY ANDERSON WINDOWS'A SERIES' Q OR MATCH EXISTING CABANA 2.PROVIDE SIMULATED DIVIDED LIGHTS PER DRAWINGS(FIXED INTERIOR AND EXTERIOR)_ O 3.ALL DIMENSIONS ARE UNIT DIMENSIONS Z 9.ALL WINDOWS ARE T-O'A.F.F.TOP OF R.O.=T-2 1/2' W ASPHALT ROOF TO MATCH S.ALL WINDOWS TO BE TRIMED WITH CASING AND SILL l)1 EXISTING N05E TO MATCH EY1571NG. 2, MATCH EXISTING z � (O F 0 E_ Q U QJ W Q C U1 p W O O� (o U73 =o - o ,I 1/7'PVC TRIM < x O I CL r D X 11ET PVC MOLDING EU• AT PERIMETER REVISIONS AT CORA-VENT CROWN MOLDING MATCH EXISTING 1 1/2'PVC PANEL 1 X PRIMED WOOD HEIGHT TO MATCH AIR BARRIER EXISTING E � z0 xisNTwGo HATCH MA UGH MFR.BENJAMIN OBDYKE: r� EAVE DETAIL • 'HOME SLICKER`- MATCH EXISTING NORTH PVC WATERTABLE CAP _ C�COLUMN COLUMN SCALE:AS NOTED 1 2'-V PVC WATER TABLE DRAWN: CPR :BOARD y 11/2'X 11/2'PURLINS 11/2'X IF I/2-PURLIN5 DATE:9/23/20i0 1; 2 X RAFTER X RA TER BEAM I BEAM COLUMN TO MATCH EXISTINGTO MATCH I'MIN. EXISTING `D CONSTRUCT FROM CONSTRUCT FROM w PVC/COMPOSITE PVC/COMPOSITE J-A MATERIAL MATERIAL Q::5 _ Fa QU I O� �O wp t-z w n)RECESS PANEL ® BAY PERGOLA/COLUMN DETAIL Con5tru[tlon Set �,J TALL PVC OVER HOME SLICKER( SCALE: 3'=1'-O' SCALE 3/9' I'-O' A- 5 ti SHEET NO. ;. ASSESSORS REF.: ►?F,� f 44 \ Gf6f 'i Map 118, Parcel 138 ,E.f; `x 1 f ZONE: °I ehv RF-1 Area (min:) 87,120 SF.(RPOD) if: , u . ' f? R o '� R90 • (87,120 RPOD) nu '# Frontage (min) 20" •�Q' °� Width 125 M I Setbacks: °c Lot 145 �� Front 30' `' sr Side 15' , z °, 4« • " "�fMg 2. Rear 15' 94,532f SF' �e ��1nd z' d n . 'sue e. LOCATION MAP: ce H ° Fnd °° Scale: 1" = 2000'f � ° ` c"P 6,� i 49.5' 05 Fnd N��5 p2 #110' ix sty w/f Dwellin _ o _ O N o Co -+ Paved Drive :cAQQ V 6 y rri O w a s Existing 1 sty w/f . s s. jr�� Pool Cabana i Sill E1=45.0' NGVD CB/DH 52.2' N �� Fnd APProx Septic ��o 0 System Proposed G As per BOH Card ..51.9' N N N� c°y° N78 s:r Addition 29i.0Q. Patrick/?eolfN/F �Ohi u Nvorne trust l ZCD - O V - OVERLAY DISTRICT: o. WP — Wellhead Protection District w NOTES: � � FLOOD ZONE: Zone C 1.) The structures shown were located on the ground by Community Panel No. conventional survey methods on (or between) 12/NOV/13 and #250001 00160 14/NOV/13. July 2, 1992 2.) The property line information shown hereon was compiled from available record information. 3.) This plan is not for recording and is not to be used for construction layout or deed description purposes. g�� uAs;'cye I s RICH Eve 1:%A 312 0 0 ^ - 3. Qi d 1 2 0 b .7qi, Fn 9Q)4; Se apuit 40' Wid s 7940,591, eE Public Way R d _ Sheet # Title: Plan Showing Pro Addition °c4 CapeSu 19_3 ,ry p 1 At 110 Seapuit Road Scale..�,�=50' �l 7'Parker Road of Osterville MA 02655 (508)420-3994 pesurv@copec5 fax eam 8table ' (0st&'Ville) Mass 181N0V113 capesurvb�capecod.net , e i , r � _ • ,y, r , 4 . xwaaa:a» agiarlb awwwx +r.minlkialzaaw.9R' x wnrRAnu,,em.a-.x,. ,tmww-..wu„«.ve, ��S t 3 T— 4 411 , O�y F rYILJNn AT .•i,. .. r..- �.(.I'r.aJ f 'OVER F� .Nf (WADE TEST SJ } ( t LOGS ACMSS 0O' TO VATHIN 6 OF "Al, 00 ^ Aa"� °O,�S Ct3'Vt (�VYA�I' '►'' #t'�. Ct? sz ST .P'K .WvW 6" � Flu 5 t COi4° PtG !F ENGINEER. 1 ti, '�'ii i3►ti1+lC SEPTIC TA 1 � .:, SEPTIC TANK WITNESS: PUN PIPE LEA1 x t w _.... x°IF3'S � .` •' ,-era. .. D TIE: SEPTIC � PROPOSED � � ;1 t gy i ! q ' �.: + f t .»t'§,�.,w, ..< .:. " :. .'. aeF I ( HATE _,.�" 2: lIta ii�i.,,... ._,_..,,.-._-.....,.a............ 41..`� � �41-2 _._ GALLON SEP�tC. . 40.94 i :;, � �P , _ . rasa (H-_. .; 4 1 �� � .� � , TANS( (H _ J . _ 9079 : __ a✓,s r t,t � ,K CLASS ..._.___.,._...____SOILS P BA ', �. PCs -.. CJ � 4.. 1 � . 0Clcl 0 0 v T �y}� - - '. l.W4V�7 /f/f A v _ - crzuo ST014E 00 A4CHANIGr11 � _ I3 0lFTM CifLCSW - ' ._ P CtAC66C11d (fi'S.221 [2]) `__ aZV. 8 `.`I ��, ,VAS 43.6 2:; >; _7 SLOPE) TO I ) ,;2 ., WASHED __ _.__ _._._ _ _.._. _ ✓ 14 a 14 SCALE r rt 3..: �� _ ;3" LOCATION MAP s .. R_ _.._,.._.♦a.r LEAI�� - -. _:_...._ Atli , . i _ BOX 2 �,• 10` P 3/2 10YIR 4/4 ASSESSORS MAP 118 PARCEL .1�- °B." - ZONING DISTRICT: R17-1 3 8 y /d 'YARD ,SETBACKS: f i r : Si, FRONT FRONT = 30' l `F rf 10YR 5/0I0YF 6/6 SIDE - 1 S' i 1 y _ /i REAR � i PLAN P 5 B TT TM 2. ELEV4* '�?.'4' �, A 7? 5 4 L ,. _ RAF' — 1 s FLOOD ZONE' t i w M.S 1OYF �/� ;. 1 CbYR ' '� f dJ + '» 1 6' 4" ' 32. 1 N NA E ENCOUNTERED ",. T +l R ER`d'CC.� Ft' i t , ' •r- r7 .. 3.t f - 1 DA ASSUMED 2. MUNICIPAL WATER IS . AVAILABLE I MINIMUM PIPE PITCH TO Bt 1/8' PER FOOT. 4 DESIC:N LOADING FOR ALL PRECAST UNITS TO BE AASHO H�- 1t} _ LOT 145 I 5. PIPE c JOINTS To� BE �JIAD1 WATE'RTIGNT.r : 1 6. CCN ,TI�I.luTl�t+i DETFki S TO 8C IN ACC,)RC�AI�It";E thi CFt AA.� 4 S^ Y V. `� cJ 7± r- I i ,. F C, �y t� - rSIG . (GARBArr ,'�YS,PosE.p, 15 ALLOWED ry }} v LIKING,LINE S AISINC, f 0 {'• 440 `J�.U {-c.1�? �T , .. j PIPE FOR SEPT) , SYSTEM TC} SCH, 40- RVt`. yy USf 3 ,D ,C.'.N, „ :. �. M. C.? O. a- r r ,.t. r" R; AND li w' >;, P TA,. r . 44 GP ( sI .R= _.T,t}f~f BY' A. . )F hf>'ALTE{ I� E: MiS ,it)ry t i „1 _I� -._.. _.r_ _ A fti ' GAPy�•,. U 1 C,ALL.fi SEP C> ;"ANKS II*f �+, SERIES 10, CONTRACTOR SHALL UE RESPONSIBLE FOR VERIF PING THE x At1 ,+ . r 9.O!,.,�a ION OF ALL Utz+:sE 9 GR }UNO OVERHEADuITII_fT E` � I P 10 COMMENCEMENT ) O K w „N 1 / r ' � NT :�4A� U 1C s k t A , N y � I t ALLATION DF L,A �3A C r;RINI_�LR • ON g,•,.,`,F-SF,j,~<ttyt Jai` r '(�al„1. Y. /,. -. ,,- - ' A, "Y i O N ,a., ,✓. f ", _.. SF x 11.5 AREA RWAPt "•^+_..,, ,. � . -. .. .. ,_..`'. -_..-...- 'i. --ter � /- ��, , � . { + 10:13) 7 LOT �'4 ' �'1,AF''�1I�"' ,R`QA1 WS , t 464.E Hsi TOWN OF: 1041 ,`i,�F .S TER V ass L ' "' i. ' TH `I , � T .F. GPO � r - ,✓ .. *"t` M h1IhI0 �i�RS KITH l y S V_ IO C i ' t r ...s.. i ANd eM..: } , +rx SCIALi~ 30 G}A 1E, JANUARY '31. 2000 t c. _E _I -y }.. '... WATER LIME WILL BE SUPPLI PING P,)C}L HOUSE 1tt' I 1 DJPEC:TI_'� FROM SHUT--OFF, L;:r`NF MUST BE MINIMUM1o, MM ,,, Ali Of AN f PTIC CrsMPONENT� 09 Sl FFVr_D It ;; iI EITHEP 'IDE O _ _. cft Y � ILA At ' ,WE H. P.E., P.L.S. DAPE EXISTING POOL ON LOT 144 IS GREATER THAN 20' , FROM RESERVE c'7 E G `4 } 100, PROPOSED" SPOT ELi VATIOPi 1o0vo EXISTING SPOT ELEVATION etr asa_aSci } tox 362 b 1 ; --- 100XIST G C?FT( 1►R MAqie'en to down cope en n rr g c. . . CIVIL ENGINEERS 1 LAND SURVEYORS ima J ; 939 man_ st. yormauth, ma 02675 10 1 < t< .,,.a.