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HomeMy WebLinkAbout0137 PHEASANT WAY - Health 13 T"t Pheasant Way _ Ce+rville A=028 - 130 M EAd NUPC o. amWd mm o Mada In UM Axmk J - 1 No. f' / Fee 0,®(f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprfcation for Mi!5pozal *pgtem Construction Permit Application is hereby made for a Permit to Construct( )or Repair(,Kan On-site Sewage Disposal System at: Location Addre s or Lot No. Owner's Name Address and Tel.,No. 061,CI- 4n,d 01— D/'4 n9C Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil Nature of Repairs or Alterations(Answer when applicable) /SD d qcz` �s ko 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 issued by thi o of Health /_// Signed Date! "6 (a`� Application Approved by Application Disapproved for the fo owing reasons Permit No. (m 7-3 Date Issued /® —— .. - No. «- 'A Fee 0,0� -T-HE�60MMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS it 01ppYication for Mig6a[ *pgtem Construction permit Application is hereby made'for a Permit to Construct( )or Repair(�an On-site Sewage.Disposal,System at: Location Addre s or Lot No. Owner's Name Address and Tel.,No. Ce.7�eI-v 4__. S.Z f ovc�/.��,� ,o� o�,�nye G Installer's Name,Address,and Tel.No. 715�•� Designer's Name,Address and Tel.No. Type of Building: Dwelling No. of Bedrooms .3 Garbage Grinder Other Type of Building No. of Persons Showers,( ) Cafeteria( ) Other Fixtures t Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description oMoil Nature of Repairs or Alterations(Answer when applicable) �- zfd Ti t/e, ..S' dL ear c h �'/e nGh �/ .Y� ..•4' FrO L%/ o i'o ` Cess Aels Date last inspected. V# 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 issued by thi Bo of Health,' _/ Signed �� �'` Date!/6 6/—9 �+ Application Approved by Application Disapproved for the fo owing reasons Permit No. l® 7�; Date Issued G nG THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of (Compliance - - r THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced G�l on by LJ.�• /eli�insde .fie o C_ �e/'CJ for C'o s -as /c— has been constructed i accor nce with the provisions of Title 5 and the for Dtfsposal System Construction Permit No. q6, dated li Use of this system is conditioned on compliance with the provisions set fort elow: Ir i No. //" / Fee QQ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Miopotal *potent Cott!5trluction Permit Permission is,hereby granted tol.C�rrl e. /ee ilg 50/1! .se all - _S�rU to cons uct( - repair(�an On-site Sewage System located at /_T 7 �/?1" C2/l 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 must be completed within two years of the date below. Date: ` I Approved by �� TOWN OF BARNSTABLE )06 LOC!':fTON SEWAGE # VILLAGE- � ASSESSOR'S MAP & LOT 7 INSTALLER'S NAME&PHONE NO. _77 S1 t 5 SEPTIC TANK CAPACITY tSZO G4 LEACHING FACILITY: (type) ha42 boo &` (size)/a2r s X 2,1 NO.OF BEDROOMS GY�c WJ t1 �t BUILDER OR OWNER 6 • W-- PERMIT DATE: COMPLIANCE DATE: S Separation Distance Between the: In Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Ue-v Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) (see ' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A A Ao -0a 6x 9 l,AA-o n :3c Is CkA QAo � t CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works construction permit signed by me dated /'�� Q1 , concerning the property located at 3 `� "z1-'d5x`y Wa Cc'Y meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility There is no increase in flow and/or change in use proposed • There are no variances requested or needed. ' I SIGNED: l DATE: G LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. r 1 �lCG� U� LI 1, � - Commonwealth of Massachusetts v Executive Office of Environmental Affairs Department of Environmental Protection WIIIiam F.Weld Trudy Coxe Governor s-mi" Argeo Paul Celluccl David B.Struhs U.Goremor con d"lomr SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM / 3 7 pR e.�_,54n7— LU,4,y PART A CERTIFICATION 1 Property Address: Address of Owner. QU���jy O j�/" Date of Inspection: �-` —.����. 7 Z, (If different) Name of Inspector. W.E. Robinson SR QYf}n e— Company Name,Address and Telephone Number. ( 5 0 8) 7 7 5-8 7 7 6 W.E. Robinson Septic Service P.O. Box 1089 Centerville MA CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,ao:arate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails A Inspector's Signature: �� G`� /"� Date: y The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C,or D: A] SYS PASSES: (7ve not found information which indicates that the m violates an of the failure criteria as defined in 310 CMR 15.303. m►Y �� Y Any failure criteria not evaluated are indicated below. J CONDITIONALLY PASSES: or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes ection. no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal,cracked,structurally unsound, shows substantial infiltration or enfltration,.or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a Fonforming septic tank as approved by the Board of Health. 03/95) 1 One Winter Street a Boston,Massachusetts 02106 a FAX(617)556-1049 a Telephone(617)292-UN ice,Printed on Recyded Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A n/ CERTIFICATION(continued) Property Address: 13 Owner. 7-a-,-Yt do S/1-6/10 Date of Inspection: B] CONDITIONALLY PASSES(continued) Sewage backup or breakout or high static water level observed in the distribution boa is due to broken or obstructed pips(s) or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution boa is levelled or replaced The system required pumping more than four 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 C] FU tTHER 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 the public health,safety and the environment. SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND 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) YSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) ETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis 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. 3) O ER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A e� n[ CERTIFICATION(oontinued) Property Address: , 3 / /v/s e4. (f2iG •v, �1�� owner. //0 / Date of Inspection: DI STEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the Backup of sewage into facility or system component due to an 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 boa 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 1/2 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 Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a 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 I 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. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E)LARGE TEM FAILS: e following criteria apply to large systems in addition to the criteria above: system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public and safety and the environment because one or more of the following conditions exist: 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) The owner or rator of any such system shall bring the system and facility into fill compliance with the groundwater treatment program requirements o 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for fiuther information.. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1 ,37 '�/�--- Owner. 7-lnI Co Date of Inspection: Check if the following have been done: V Pumping information was requested of the owner,occupant,and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _AnAn built plans have been obtained and examined. Note if they are not available with N/A. facility or dwelling was inspected for signs of sewage back-up. iA,system does not receive non-sanitary or industrial waste flow V The site was inspected for signs of breakout. _All system components, excluding the Soil Absorption System,have been located on the site. The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of baffles or /te'es,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. G/The size and location of the Soil Absorption System on the site has been determined based on existing information or ]] approximated by non-intrusive methods. vThe facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub. Surface Disposal System. I (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C /� SYSTEM INFORMATION Property Addre �eXS ss: !,v✓4� CZK7 iv/��`�- Owner. 7—a-77 t Date of Inspection: 1-1 cl_ FLOW CONDITIONS RESIDENTIAL: Design flow:`t Q Qallons Number of bedrooms: 3 Number of current residents: Garbage grinder(yes or no):_� Laundry connected to system(yes or no):1L /Seasonal use(yes or no):/✓ 9 r/t/L, mil s Water meter readings,if available: 9' oZ l/I/ZJ Lest date of occupancy: COMMERCIALANDUSTRIAL: Type of establishment: Design flow:_gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non4 anitary waste discharged to the Title 5 system: (yea or no)_ Water meter readings, if available: Last date of occupancy: OTHER(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part 6f inspection: (yes or no_ If yes,volume pumped: gallons Reason for pumping: TYPE O TEM 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) Other(explain) APPROXIMATE AGE of all components,date installed(if known)and source of information: Sewage odors detected when arriving at the site: (yes or no) (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C 7 SYSTEM INFORMATTIIO�N(oontinue) Property Address: 13 / D�� T �'y l��✓2 �!/, Owner. 27,; 1 Cs Ac A Date of Inspection: t) c l SEPTIC TANM"• (locate on site plan) Depth below grade: Material of construction:=�ncrete_metal_FRP—other(explain) Dimensions G L ludge depth: U $Distance from top of sludge to bottom of outlet tee or baffle. O Scum thickness: 'U Distance from top of scum to top of outlet tee or baffle: t� Distance from bottom of scum to bottom of outlet tee or baffle:- V Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) /�/ �=� �-/ S Zs 4 -4 GREASE _ (locate on si plan) Depth below e: _Material of co n:_concrete_metal_FRP other(ezplam) Dimensions: Scum thickness Distance from p of scum to top of outlet tee or baffle: Distance fro m of scum to bottom of outlet tee or baffle: Comments: (recommends ' n for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of ,etc.) VV (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Addres ,s: /��e,�, � �✓¢� �2!/1/�/C/���2_ Owner. Date of Inspeotion. TI(� R HOLDING TANK:_ (locate on ' plan) Depth below Material of co n:_concrete_metal_FRP_other(ezpLun) Dimensions: Capacity: ons Design flow: ons/day Alarm level: Comments: (condition of' et tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX:_ (locate on site plan) Depth of liquid level above outlet invert: Comments: c (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) PUMP C BER:_ (locate on ' plan) Pumps in wo order:(,yes or no) Comments: (note condi ' n of pump chamber,condition of pumps and appurtenances,etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: l3 �//��5,s7�1 !r/✓�/ � il/���� Owner. 7/7j Date of Inspection SOIL ABSORPTION SYSTEM(SAS):_V (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: Type: leaching pits, number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields, number, dimensio : overflow cesspool,number: Comments: (note condition of soil,signs of h draulic failure, level of ponding,condition of vegetation,ete.) — � CESSPOOLS:_ (locate on site plan) Number and.configuration: ' d 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(cesspool must be pumped as part of inspection) Co n (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) PRIVY: (locate on to plan) Materials f construction: Dimensions: Depth of lids: Commsn : (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) (revised 11/03/95) 8 Y SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C e 7 SYSTEM INFORMATION(continued) Property Address: 1✓ Owner. Tm Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' p� 3 7� A C Cr 41 pro e o 02 a• y l h iC L`��vIBO,C i i C 5 3 DEPTH TO GROUNDWATER Depth to groundwater: 13 a feet �method of determination or approximation: T�=5 7 JVOI �!^�- Z!—9 4, (revised 11/03/95) 9 tV 'o 4 0-00 °•E z-spa oALLara o `0 8 0 LEAC14ING CHAMBERS Wl4 °p ' STONE dR0UN0 is 6A S. Zp 0-80x o, LOT 2 c l0. 000+ S.F. c ExrsrrNv � PROPOSED '� BULKHEAD N ADDITION TO BE REMOVED PORCH TO BE REMOVED "cam Z. N 0 0 �r 0 Gi'IAS v 0 wpl.►, 6 's. O S10 o / E DRIVE piCAI fENC \00 00 00* S 6Q I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING TOWN OF BARNSTABLE ZONING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ZONE RC OF THE ZONING BY-LAW FOR THE R-C DISTRICT. SETBACKS FRONT - 20' THE LOT SHOWN HEREON IS /N FLOOD HAZARD ZONE C SIDE - l0' AS SHOWN ON NAP 250001 0016 C. DATED AUG. 19. 1985. REAR - l0' THE DWELLING DEP/CTED ON THIS PLAN WAS LOCATED ON THE GROUND z +FRANK , PLOT PLAN BY SURVEY ON OCT. 6. 2005 AND o WHITING zg EXISTS AS SHOWN AS OF THE DATE NO°29W It IN OF LOCATION. l�f�S1E����' BARNSTA8L E. MASS. THIS PLAN /S FOR PLOT PLAN � I SCALE: 1 '-20' JUNE 15. 2009 PURPOSES ONLY AND NOT FOR G�"' Oo F-AGLE SURVEYING , INC RECORDING. DEED DESCR I PT/ONS 923 Route SA OR ESTABLISHING PROPERTY LINES. Yormouthport. VA. 02675 (508) 362-8132 (508) 432-5333 THIS PLAN /S VOID /F NOT STAMPED AND SIGNED /N RED. 0 /0 20 40 PROJECT NO. 05-lOJ No. am s 5501 x' Fee 150 :-THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplicotion for �igpogal *pgtem Construction Permit Application for a Permit to Construct(.Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 1 3-7 i Owner's Name,Address,and Tel.No. G v>0 IN -k QGr ItNQ- 33^" Assessor's Map/parcel 1 1 �� C `` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Scorz.�1✓c. �71 ��� �� C`v��1Q. �t -c Type of Building: Dwelling No.of Bedrooms L4 Lot Size �d4000 sq. ft. Garbage Grinder Ab Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 44o gpd Design flow provided gpd Plan Date >©J j /C�� Number of sheets Revision Date Title Size of Septic Tank C"5C�!�A (IZW Type of S.A.S. W 4 r4- Description of Soil S 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 Certificate of Compliance has been issued by this Board of Health. Sig Date /O Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. '� 550 Date Issued Q �-O No.. 5 0 '' ' ,� .,,•m Fee THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1f" PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for �Di5po5ar 6p5tem Cony tructiouiperm tt Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components pp�StsP r. Location Address or Lot No. 3 , ,1c OVwn0 r Name,Address,and Tel.N Assessor's Map/Parcel fM C)AV C .c: Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sc�{� �r-r,�nS/t, a� 1 ��n.e s�' C�v�111? �� CCi \-e• `� Type of Building: Dwelling No.of Bedrooms'—, L"i'• Lot Size 10,000 sq. ft. Garbage Grinder (/ Other Type of Building No.of Persons.,. Showers( ) Cafeteria( ) Other Fixtures 440 � Design Flow(min.required) y y gpd Design flow provided gpd Plan Date /01> > (OS - - Number of sheets Revision Date Title Size of Septic Tank � Type of S.A.S. ��L W L1 - Description of Soil L' r N- Nature of Re, airs 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 Certificate of Compliance has been issued by this Board of Health. (( / Sig d /Date 1 0 Application Approved by Date D Application Disapproved by: Date for the following reasons E Permit No. Q40 S.550 Date Issued 0 a"O �t THE COMMONWEALTH OF MASSACHUSETTS f' BARNSTABLE, MASSACHUSETTS 1 Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ("/) Repaired ( ) Upgraded ( ) Abandoned( )by at U C, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. r5 550 dated /0 Ja? S Installer ,o _Q XA r% Designer Z-'rr,� "e'as #bedrooms t,1 Approved design flow gpd The issuance of this permit ILI all not be construed as a guarantee that the syst m will osI esigned. Date �5Inspecto ———No. C �S 5� Fee s�———— a` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Inh5pont *r!6tem Cow6truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at t�� p �J�`^-`� C��l! C �r-c and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be'completed within three years of the date o this pe it. Date /0/ r�—�s! `J Approved by� Town of Barnstable- y� °FtHF T �s Regulatory Services P snxi�t$ras>',e, Thomas F. Geiler,Director v MASS Public Health Division Q'> t63.9• �� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Y Fax. 508-79(}-6304 Installer& Designer Certification Form r Date: Lo 3 Designer: Installer: SCC� J Address: 3 A::avm 6A Address: On was issued a permit to install a (date) (installer) septic system at P eg sc„\ • C- L - base on a design drawn by (address) dated /J p 6 (designer) 1/ I certify that the septic system referenced above was in stalled substantially to the design, which may include minor approved changes such as lateral relocation of thedistribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF o� HEN ( o a r s CIM No.35461 .ego '�ECFSTE4 ,' Al (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE :ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Forth COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL IRS RE VE8 DEPARTMENT OF ENVIRONMENTAL PRO tb ONE WINTER STREET, BOSTON MA 02108 (617)292- /y'y' 8 1999 1r D A Y COXE 1 Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Conunissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 137 Pheasant Lane, Cenlerville, MA Name of Owner: John D. Crawford Address of Owner: same Date of Inspection: February 17, 1999 . Name of Inspector: (Please Print) James M. Ford I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: James M. Ford Mailing Address: P.O. Box 49, Osterville, MA 02655-0049 Map: Telephone Number: (508)862-9400 Parcel: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ✓ Passes ® Conditionally Passes Needs Further Evaluati By the Local Approving Authority Fails Inspector's Signature: Date: March 3, 1999 The System Inspector shall sub a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. NOTES AND COMMENTS revised 9/2/98 Page IofII Primed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) i Property Address: 137 Pheasant Lane, Centerville, MA Owner: ' John D. Crawford Date of Inspection:. . *_ •February 17, 1999 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: ✓ I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 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. Indicate yes,no, or not determined(Y,N, or ND). Describe basis of determination in all instances. If"not determined",explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exftltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or hi static water level observed in the distribution box is due to broken or obstructedpipe(s) _ g P P� or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health) broken pipe(s)are replaced _ obstruction is removed distribution box is levelled or replaced The system required pumping more than four 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 revised 9/2/98 Page 2ofII r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 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 the public health, safety and 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 THE PUBLIC HEALTH AND 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 AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis 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. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 Page 3ofII s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 D. SYSTEM FAILS: You must indicate either "Yes" or"No" as to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an 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 Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a 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. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or"No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: 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 1I of a public water supply well The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 137 Pheasara Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No ✓ _ Pumping information was provided by the owner, occupant,or Board of Health. ✓ _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. ✓ _ As built plans have been obtained and examined. Note if they are not available with N/A. ✓ _ The facility or dwelling was inspected for signs of sewage back-up. ✓ _ The system does not receive non-sanitary or industrial waste flow. ✓ _ The site was inspected for signs of breakout. ✓ _ All system components,excluding the Soil Absorption System,have been located on the site. ✓ _ The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for conditions of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: ✓ _ Existing information. For example, Plan at B.O.H. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) [15.302(3)(b)]. ✓ _ The facility owner(and occupants,if different from owner) were provided with information on the proper maintenance of SubSurface Disposal Systems. R revised 9/2/98 Page 5of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d./bedroom. Number of bedrooms(design): n/a Number of bedrooms(actual): 2 Total DESIGN flow n/a Number of current residents: 2 Garbage grinder(yes or no): Yes Laundry(separate system) (yes or no): No ; If yes, separate inspection required Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last two yeargt usage(gpd): 1998-85,000,eals.; 1997-27,000 Aals. Sump Pump(yes or no): No Last date of occupancy: Currently occupied. . COMMERCIALANDUSTRIAL: Type of establishment: Design flow: gpd(Based on 15.203) Basis of design flow 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: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: None on file-per treatment plant. System pumped as part of inspection(yes or no): No If yes, volume pumped: gallons 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) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components,date installed(if known)and source of information: April 1996-per as built card. Sewage odors detected when arriving at the site: (yes or no) No revised 9/2/98 Page 6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 BUILDING SEWER: _ (Locate on site plan) Depth below grade: Material of construction: _cast iron �40 PVC _other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 11" Material of construction: ✓concrete metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance e(Yes/No) Dimensions: 10'6" x 5V x 5V (1500gal.) Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 31" Scum thickness:' 1" Distance from top of scum to top of outlet tee or baffle: 7" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How dimensions were determined: Measuring stick Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) The tees were present. The liquid level was even with the outlet invert. There were no signs of leakage. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete ®metal _Fiberglass _Polyethylene _other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,etc.) revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 TIGHT OR HOLDING TANK: None (Tank must be pumped prior to,or 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: Alarm level: Alarm in working order: Yes_ No— Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches, etc.) DISTRIBUTION BOX: ✓ (locate on site plan) Depth of liquid level above outlet invert: 0" (even) Comments: (note if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of box,etc.) The box was level and there were no signs of solids. PUMP CHAMBER: None (locate on site plan) Pumps in working order: (Yes or No) Alarms in working order: (Yes or No) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) revised 9/2/98 Page 8ofII I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number, dimensions: 2-2'x 4'x 40' overflow cesspool,number: Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.) The SAS was not dug up. The dimensions were taken from the as built records. CESSPOOLS: None (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(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.) PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) revised 9/2/98 Page 9of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 137 Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 Map: Parcel. SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) I B � i I � De c)k 1 0 - \ 19 (p 31 38� Ag X'qo a 10 of 11 Pa revised 9/2/98 g w SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 137Pheasant Lane, Centerville, MA Owner: John D. Crawford Date of Inspection: February 17, 1999 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record ✓ Observed Site(Abutting property,observation hole, basement sump etc.) Determined from local conditions Checked with local Board of Health Checked FEMA Maps Checked pumping records Check local excavators, installers ✓ Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Hand augered down to 12'below grade and no water was observed. Using the Cape Cod Commission Technical Bulletin, the adjusted high groundwater level for 12'at this site (MI W 29, Zone A)was 2.3'. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. revised 9/2/98 Page 11of11 - � snpa _ TOWN OF BARNSTABLE LOCATION Z3 7 lg4lka--Y-' *T" 41A of SEWAGE # VILLAGE IV12:22 411—'-1 ASSESSOR'S MAP &LOT99�,' INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) �e NO.OF BEDROOMS BUILDER OR OWNER:`���� 444,0. PERMTTDATE: 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 lea hing facility) Feet Furnished by ,, >c ml Ll-0 12 Z �5 1 r 6 RAKE BOARDS 5 ,^ 2"6' 15 0' 2'6' `A'/!.;DRIP BOARD TOP OF PLATE I A3 Lj TOP OF PLATEFM DECK v b ^ n 4 SECOND FLOOR PERGOLA(SEE SECTION 10-(T' 101-0' SU6FLOOR FOR DETAILS) ANDERSEN AN 61 ABOVE TOP^F PLATE < ANDERSEN TYP 4 z 4 P.T.POST W/ FWH 6066 \3 x d' 1 x 511 x 6 CASING DN APLR SH. -IOydER O COR'Nx6 ' NERBOARDS BATH If kV C.SHINGLE.SIDING TV,2 R2EIJ f . iW 2d�2 O i I vS 304 ANDERSEN -?C v+EA?HER IFSiEOLVE H TW 2442 1.TI I B I IT i A3 TVP_F FOUND. I i ` 9 6.$ CONT RIDGE VENT REAR ELEVATION � S o b { --- o I � T x O 0O NANDERSEN a ANDERSEN 0TW 2442 TW 2442 '� b TYPICAL ASPHALT W b b N 1 x BOA 8 F.4 8 ROOF SHINGLES O 7 FRIEZE BOARDS A A TOP OF PLATE rrv--r O TOP OF PLATE O _ b LOFT KNEEWALI C' Q z (VAULTED CEILING) a ANDERSEN ANDERSEN ( l TW 2442 TW 2442 SECOND FLOOR SUBFLOOR_ - ?2'-0' 16'-0' 2'-0' TO OF PLATE 5 ( , I I WINDOW b BUILT-IN SEAT BUI ILT-IN b P.T.6 x 6 POSTS Qr M CABINET CABINET �' J n � � 7 ` b ANDERSEN ANDERSEN ' TW 21046 TW 21046 SCALE: ANDERSEN ANDERSEN 1/4" q`t __, � _O DHT 210011 DHT 210011 TOP OF FOUND. w DATE: 20'-' 8/23/2005 SECOND FLOOR PLAN JOB NO.: LEFT SIDE ELEVATION JONES DRAWING NO.: t A � • y I 12 ' _ + 2 1x?RAKE 50ARDS M 5 / W1 1.3 DRIP BOARD Z y ® TYP tx6"FLYING RAKE' +C'P OF PLATE BOARDS W/1 x 3 DRIP �& 'w1 t x a SUB-RAKE B � r.1� A3 TOP PLATE C1a K •. NEEWAII - -— — — — — — - -— — — PER09LA,SEE SECT• - P, x 5 POSTS F^R DETAILS' J SECOND FLOOR f' TOP OF PLATE TYP 4 x 4 P T.POST W'• 1 x 5/1 x 6 CASING Oa0aaa0El 0 Oaa0oa0 e aoDaooa TOP OF FOUND. B_; A3 CGNT RIDGE VENT FRONT ELEVATION m 0 TYPICAL ASPHALT ROOF SHINGLES =T o � 1 x 3 FASCL48 O — — — — -� — — — FRIEZE BOARD S O TOP—OF PLATE —� A - r -, A3 — — — — ?• — — — 1x511 x6 C FUTURE _ GARAGE CORNERBCARDS N z W C SHINGLE PATIO — — — GDNG SLAB ON GRADE3 I I I SIDING 5" TO WEATHER m FITCH 2"TC C H DDDRi ANDERSEN ANDERSEN A 31 A 31 SECOND FLOOR � � SUBFLOOR_ LJ TOP OF vlgTE �L /yam P.T 6x 6POSTS I�—j^I Q C') 16d'x 7'0"O.H.DOOR WI TRANSOM (/ i CONC a` b SCALE: . APRON � nr 16.-9 2-Or DATE: TOP OF FOUND. 8/23/200 5 20'17 —_ GENERAL NOTES: RIGHT SIDE ELEVATION JONES FIRSTFLOOR PLAN 1.) CONTRACTOR IS TO VERIFY ALL EXISTING IHEDESIGNER SHALL BE NOTIFIED IFANY CONDITIONS&DIMENSIONS IN THE FIELD ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DRAWING NO GARAGE =640 S.F. CONSTRUCTION.THE BUILDING CONTRACTOR SECOND FLOOR =560 S.F. 2.) CONTRACTOR TO VERIFY MATERIALS,DETAILS&FINISHES WILL BE RESPONSIBLE FOR THE CONTENT IN THE FIELD WITH OWNER IN THESE DRAWINGS JF CONSTRUCTION O SMOKE DETECTOR COMMENCES WITHOUT NOTIFYING THE 3.) ROUGH OPENING EIGHT OF WINDOWS AT THESE DRAWINGS ARE ORS HEAD H OR THE USE GARAGE TO BE TO"ABOVE TOP OF FOUND. OF THE OWNER NOTED.ANY OTHER USE OF At - THESE DRAWINGS REQUIRES THE WRITTEN 4.) VERIFY DOOR STYLE&HARDWARE IN THE FIELD CONSENT OF THE DESIGNER. ,.ASSESSORS MAP N0: ZZ PARCEL NO:- -------------------------------- --- -- - ---------------------------------------------------------------- T B C D 3 3 A.4 / i/ ARCHITECTS,INC. _ - - % - / / � /� ,,� / .! , AR�cTs•aamao4ne®a�6.smnmis 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (506) 362-8883 fax 50 • i � / / `� i / / !'' RF / ( 8) 362.-4 883 wWWERrARCNITECI5.L0A1 //R/ 2 X701=' ,:% / /' ;v;' ! ;.' , ,;.• ADDITIONS&RENOVATTONS ISTING. / �2. ��/,: _ " � / / -�" /' .' i/ FOR: A./ �' � ;' !/ /% ,I' THE JONES A , j �T� RE /' ;•/, CI , / -_J� 16-7 1/2" vl_0 yy .i__ y' %' - PHEASANT WAY 6 1��s CRICKET , sKYLIGHTs w/ CENTERVILLE,MA •j' , FURNITURE TO' 7WX I UV TINT RUBBER LINED FRIDGE PIECE 8 11 0 _..I SHED ROOF U.C.FRIDGE .. - - .. j• 'ty, VEL4X CAB PANTRY W I 4 �30 + + 'FROM /. FLUX RID , REF ^?' .=r 4:12 4:12 1 -i .-:'r r _ E-- SCUPPER , 4 � '-2 1 2" ` A. ..�". \ ------------- --- - -------------------------- - _ _T ------- - LIV�G - a 136"H ISLAND: ARDRO E I_ N� ! I. ---------• , 'C'-7 ! ^ STYLE : -t THESE BANS ARE NOT TO BE U6m o /14'-10 W Q UILT-I 1/ -'F-: Q FOR PERwrnHc OR cwslRucnory r -•,c 11-6 D SM N w ADJUST PITCH, HIPPED ROOF W RAILINGS PURPOs>=5 uN1Ess STAMPED n sd+m m __ _: -_- _ -: �T"�'cj] ©Q I � n ; SECOND FLOOR PLAN AS NECESSARY TO OVROLAY D E 2 PITCH srATM AN ama'LL E e1LT..ED ; U."y .. Lr l+Y� R AS'PERYIT ORAND 'CO STRUCMOH� / 3.: BE R OM vT�T� �]'�'7�� EXISTING TO REMAINOUC E\ KI Clllil\ o .. V 3THR H SCUPP RS LIGHTS14'-1"WX13'-2.O z i ERT ARCHITECTS,wC.THE ORAWTNGSA A.3 \ ABOVE BUMP OUT. DW A B C D ALL OF THE IDEAS,ARRA GCN NTS.OESICNS AND SINK BASE.- OR REPRESENTED -r-r, 3' - _ 3" 3" ~ A.3 A.3 A.4 A.2 = ry n wj m A.2 KEREB,ARE OM ED BY MO RELA H THE PROPERTY FWG72068 HANs IHOKATm'HEREON • Lei C.NO PART THEREOF SNAU. BE UERI�BY bYIEMTS RHPERSON CEPT.FIRMWTH.OR CORPORATION 3 3/4" F PERMISSON OF THEOR MY PURPOSE FROd ERT ARCHITECTS INC. IRBTTEN CTR2410 CTR2 10 TW2852 TW 852 TW2852 NTILEVER JOGS OUT 2X10 WALL >' OUTLINE OF 2X10 WALL 0 R NEW FOUNDATION / PROJECT : 130409 EXISTING GARAGE /,.• , DATE ISSUED: 06.25.09 CENTER SLIDER T 1 4'-6 1/2- A3 A.3 A 4 T-it i/z•+/- ! j // /.. j' / N WINDO CENTER WINDOWS ' IN GABLE IN GABLE UNDER 2ND FILER WINDOWS /� / / /� / � / REVISIONS: 14'- FIRST FLOOR PLAN POS / CONSTRUCTION SET PERMIT SET: 06.25.09 ... ' / / ' =' / -- o-' ,- C PROGRESS SET PRICING 1 WALL NOTES: / p, & OGT g5 EV 1. ALL EXTERIOR WALLS SHALL BE 2X6 3 /2 0/PT! ��O/FD / / i�/VIAL '®' O VE PRIOR O 16"O.C.UNLESS OMERWISE NOTED. OGR111,G wF L5 TIF/NEW P,L / - "'7' •� N 2.ALL INTERIOR WALLS SHALL BE 2X4 FROM�EXI;ipNG,BOX,W , /W S' !Evy��I6TiNG;TYP/'hH E.N / ["-1 n 0 16"O.C.UNLESS OTHERMSE NOTED. II�PSbN/METAL;FRAMIN^ / /- VYALCS'.IE�T STl j , C.7 ♦- TYPICAL NOTES: / F�i7T, �w 3.CONTRACTOR SHALL VERIFY ALL WINDOW / DROP TOP ' .P.• ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. COW IKAstI DR AL�AKE CrAl ♦ y, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF / // / �'/ ' / �' ' / // /��' A-P ESE SFIfVCTt)RAL/IN TEGRII OF WALL, AS REO'D THE CONDITION OF ANY EXISTING STRUCTURE.EQUIPMENT OR 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS /'' / ' OF IS G VIAL!,8f/FOO G/ ' NEW BULKHEAD ISTRATIO �K N APPUANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF PRIOR TO CONSTRUCTION. CONTRACTOR DRILL&GROUT#5 BARS IN TO EXISTING / BILCO SIZE"C" W - ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS ASSUMESAN RESPONSIBIUTY FOR Y MISSNG OR WALL®12"O.C.VERT. PRIOR TO _ MADE ONLY BY VISUAL OBSERVATION.IF THE ARCHITECTS DOCUMENTS INCORRECT DIMENSIONS NOT BROUGHT TO / ' /- -- -- ' /'/// / '+1 REWIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE THE ATTENTION OF THE ARCHITECT. DURING NEW ' /WALLS TO TIE NEW WALLS AT THE TIME OF PREPARATION OF THESE DOCUMENTS,THE SERVICES WALLS TO EXISTING,TYP., WHERE NEW '--------------= WILL BE ADDITIONAL SERVICES BASEMENT NOTES: t WALLS MEET EXISTING. - - I / F" -_---__ STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION ALIGN __ BACKFILL W CLEAN _ _ __ __ _____ WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR I CONTRACTOR SHALL SLABS , - COMPACTED FILL /., WALL PLASTER BOARD/RNISH. 1.MAIN FOUNDATION WALLS TO BE 10"POURED CONC.W//20pp5 TOP A.3 .--- - k BOTTOM BARS.REST FOUNDATION ON 10"%20"STRIP f00TINC. ;E MAINTAIN 48"MINIMUM ♦II. : PROVIDE 30 MORIZ.BARS CONTNUWS IN STRIP FOOTING W KEYWAY. o FOOTING COVERAGE ""-"'--"'---� `'- _ 0 1 2 4 6 CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL UNFINISHED • EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION PROVIDE 6/8"%12"ANCHOR BOLTS O 4'-0"O.C.•MAX. - ------------- AND CONSTRUCT TEMPORARY STRUCTURES/ENOLOSURES AS MAY BE - 2 REMOVE.EXISTING STORAGE UNLESS OTHERWISE NOTED. NECESSARY TO INSURE SUCH PROTECTION. 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/Y"XJ 1/2"X1/4"SW ARE STEEL TUBE BULKHEAD&STAIRS -----'--------'- UP COLUMNS TO EXTEND TO FOOTING BELOW.PROM E 6"X6'X5/9 CAP A.3 --------------------- CONTRACTOR SHALL SIZE INSPECT ALL EXISTING VS.PROPOSED PLATE k 7"X1T'X3/4"BASE PLATE W/203//4"DIAM.BOLT5.WELD ALL CONNECTIONS I DOUBLE JOISTS UNDER .• CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT FOOTING TO BE 46•'X46"XIT'SQUARE CONCkETE W/O/5 BARS EACH WAY. CONTRACTOR SHALL ADJUST T__ _______ SHEET NO. OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. TOP OF NEW WALL TO ENSURE ALL PARALLEL PARTITIONS ---- I 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. THAT NEW FINISH FLOOR - - .l-i A. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ A ALIGNS W/EXISTING. ,__-____-_______-___ A SHORING ETC.TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL 4.OUST CAP TO BE 4"POURED CONC.ON COMPACTED FILL INTEGRITY OF E%16TING MO SE. OUT JOINTS ALONG WALLS AND BEAM COLUMN LINES A.'2 _------------------------_---------------------------------------------------- __-________ ____-_____-____________- T A.2 FLOOR PLANS CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EIYSTING VS-PROPOSED 5. CWTRACTOR TO PROM DE BASEMENT VENRLAPON AS CONDITIONS PRIOR TO AND DURING CWSTRUCTION AND MANE AOJUSTNENTS REWIRED BY CODE(WINDOWS OR MECHANICAL) AS NECESSARY TO ENSURE COMPLIANCE WI1H DESIGN PARAMETERS AS - - 877 - - 281 - - AL NUM H WORN PROGRESSES B.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN TIE DOWN SO. POST ON TO FDN TIE DOWN TIE DOWN IN SET: MATC HFD AREAS INDICATE EXISTING CONDITIONS. 4'-O'MINIMUM COVER. LOCATION 19'-5 t/2' LO ATION 7'_I.1/2' LOCATION 7 DASHED ONES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. 7.PROVDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. 36"DIAM. CORRUGATED NOTE: AS USED IN THESE DOCUMENTS,"PROVIDE"MEANS'FURNISH AND INSTALL." 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. FOUNDATION PLAN B C D GALVANIZED STEEL COORDINATE LOCATION OF TIE DOWNS W W/CORNER OF FOU DATION THIS SHEET INVALID WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING. A.3 A.3 A.4 AREAWAY /GRAVEL AND NOT 1ST FLOG DOCUMENTS PROVOE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE INCORRECT,OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION BED, TYPICAL WALL OVERHANG. UNLESS ACCOMPANIED BY THE WORK. OF THE ARCHITECT BECOME THE RESPONSIOUTY OF THE CONTRACTOR. A COMPLETE SET OF 42-11• 6-4 WORKING DRAWINGS ERT r ARCHITECTS,INC. B c D4\ ARCEumm -BML[RIlItS A.5 A.5 A.5 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-.4883 ................-....................... ....................... ................... ........... ADDITIONS&RENOVATIONS FOR: dill THE JONES �2 A RESIDENCE SHED ROOF CONT. 12 12 D A.5 12 CRICKET lX3,IX8 RAKE BRDS-- CII-E EHIND/BELOW RAILING ASPHALT RIDGE CAP T j2, 137 PHEASANT WAY 7f 7. .............. ....... 2, CENTERVFLLE,MA &EYISTING2ND EXISTING 2ND FLO FLOOR L _QR.g,, liv......... SCUPPERS TO DRAIN ......... ....... I X5.lX6 CORNER BRDS- __HIDDEN SHED ROOF ARCHITECTURAL a7l.l..l..m.l.. ............... .......... EQ I I L I I ASPHALT ROOF ---CENTER WINDOWS ......... UNDER SECOND FLR SHINGLES W.C.SHINGLES-- F1 T4 WINDOWS &EXISTING 2L41)FLOOR ------ ... EXISTING 21�1)FL 1X4 DOOR TRIM— ------- ----- - -FLOOR NEW B LCO SIZE"C* 2 2 ITZ 2 2 BULKHEAD IX5,IX6 CORNER BRDS 0 &FRSLFL R I! oof- ...FIRST FLOOR® ALIGN NEW FLOOR A GN NEW FLOOR W,EXISTING t,xi%.nNG ......... W.C.SHINGLES 7.17 TO GRADE �—OVERHANG JOGS- YNESE ME..I TO BE klSED —lX4 WINDOW TRIM FOR M.—OR CON—EYON �s STAMPED&OWED T.OVER FOUNDATION at'r '1­1­0 SON MIOE. PROPOSED REAR ELEVATION —ON SfRST FLOOR FIRST FLOOR T -14-NE-W FLOUR'AL'ALIGN NEW FLOOR AUG @ EXISTING ........... EXISTING =9 01 MCHIMM INC.THE —CS AN. A WOOD STEPS O INE DMICAw IRO .rtMEw .NIW. GRADE THEREB.ME O-ED BY AND RE.-THE PROrERTY OF MT MCHITEM INQ NO PMT THEREOF— • BE UMM By My PERSON FIRM,M I—ATION I'OR MY­O�UCEPY WITH�EMC— PROPOSED RIGHT ELEVATION K--ON Ol'THE Fl.CRY MCH.TECTS INC. PROJECT #. 130409 DATE ISSUED: 06.25.09 REVISIONS: .............................. ...................................................................................... ........... .............................. .........................................- ............. ARCHITECTURAL .................. CONSTRUCTION SET ASPHALT ROOF— SH NGLES PERMIT SET: 06.25.09 SHED ROOF CONT�­-' PROGRES O;_E �R B 7 7.... .................. 'W BELOWRAILING ................................. ................ ............................................ .............. ............ C! ARCH/' Trrmilli ulloilmill �Lq 1 0 1 1 I'Lil ­1 � -j­ i i 11 ; . I �i�i I llfl ..........i 0 11 1 '(31- oiaER7- N EXISTING ---------------------- q_2ND FLOOR EXISTING ZINO.5OOR MTOE 3/4�11 7 M MCE ......- ........... 5AXr WX s LJ 107. IX4 WINDOW TRIM- 8 IX'—T IX5,IX 6 CORNER BRDS— � M91 PTFIltNG§EOON[][ADOR. .............. J. it WALL JOG BEHIND—I.. IX—Z�-ll 1uETK NM xoin2. W.C.SHINGLES— ME IN A NEW BILCO SIZE"C-1 BULKHEAD I%mw N &FIRST FLOOR �T- NEW NEW ALIGN NE wl ExismNG AREA BEDROOM SCALE. 1/4--V-0- ------------------- - ------ Fil�ST FLOOR LIVING ALIGiTNTW-FLo-0R- FLOOR W/EXISFING 0 1 2 4 .. ........... A� UNLESS OTHERWISE NOTED. PROPOSED LEFT ELEVATION E..­ITT-�Z_-_ 1111111+t� x. S x.A TOP SHEET NO. A.2 ..P-All.-- NEW ELEVATIONS/ FULL BASEMENT SECTION TOTAL NUMBER OF SHEETS IN SET: .................... ....... ................ .......... -f M A SECTION KITCHEN W/RAISED CEILING 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH .-•"M;1_ AND BOTH TOP k BOTTOM ASPHALT RIDGE CAPERT OF WALL ARE PROPERLY I �. SECURED. ROLL VENT TYPICAL WALL NOTES 10"POURED CONC.WALL HMCTINC.PLACE 2®/15 BARS 0 TOP k BOT OF WALL&AROUND ALL RIDGE BOARD ARC S,J19 DOOR,WINDOW, AND OTHF12 (STRUCTURAL SIZES AR '18•u+�tm��s-sT>antsa WALL OPENINGS. :III 6"COMPACTED FILL MAY VARY) SIDING(SEE ELVS.) r CARRY DAMPROOFlNG :I ASPHALT ROOF SHINGLES It "TYVEK'HOUSEWRAP 1 947 PO BOX 343 ROUTE SA, NIT 8 OVER TOP OF I '-' FOOTING I 1/2 COX PLYWOOD YARMOUTHPORT, MA 02675 O 4'CONC. SLAB 15g FELT PAPER \ s- =11iL \ 2xt0®16'O.C.2x6 tel (508) 362-8883 -- -. -- 2X4 KEYWAY 5/8"COX PLYWOOD it t / TJ RIM JOIST - fa - 3 L RAFTER VENT \ �`t�, R-19 FIBERGLASS INSU 4 + a 6 MIL.POLY VAPOR BARRIER .\... `.. X (508)�6cTs coM88 30#5 REBARS,CONT. ,�, � ` O ' - R-30 FBGLS I Y •.! '•„ RI i '.:i� INSULATION'WHERE BL Y..- 1/2"GYP:BOARD APPLICA �•--` At2x1O RAFTERSMAINTAIN MIN. OF 48" .'.� __ _ _ --FOOTING COVERAGE Ij _ =1 - I .'' ADDITIONS&RENOVATIONS DBL 2X6 P.T. SILL ,, II _ Y FOR FOOTING TO BEAR ON - SILL SEALER UNDISTURBED SOIL 5/8"DIAM. 12"GALV.ANCHOR o LI ELEVATION T.B.O. S' HID .SIT' THE JONES BOLT 0 4'-0.O.C. RESIDENCE NT 20/}5 REBARS,CONT. . RESIDENCE k AROUND ALL OPENINGS O RIDGE VENT DETAIL • ® TYPICAL EXTERIOR WALL DETAIL DAMPROOFING - -• O TYPICAL FOUNDATION DETAIL sF.,f 1-+/2--r-D• SCALE,-+/z•=r-o• 137 PHEASANT WAY tIf L +-t/z•-r-o• / z _ CENTERViLLE,MA TYPICAL SILL-DETAIL T SCALE+-+/z•-1'-0' ASPHALT ROOF SHINGLES FINISH FLOOR 3 4'T&G SUBFLOOR , % zxams•o.c cmwc mrs —CLASS w GLUED&NAILED I'• I BEAM SIZES VARY 1X8 BLOCKING PAD BEAM HOLD JOISTS 1 4"ABOVE TOP OF STEEL ALLOW NO SUBFLOOR sywc,mcoxp F.,Lwn-r' / f ! /' i� om xc gcorm _ \'- STRUCTON SEAMS W/IN 24"OF BEAM. -------- '>°0fl� THESE wws utE NOT To BE usm FOR ww AN ORILRNAL AROBTECTS / PORFOSES UNLESS STAMPEO a SOIm iLOSN SRa BY STi P AND SIGNATURE a.-ED ".. As sErurt sEr•oR•caxsmLxnw gr•.- / P.CRT ARCHITECTS.INC.ME DR—CS AND ALLa ME Q)ES. EON ARR.WCENEN REORESENIm THEROR ! l / 1TiEREBT.ARE OMNm Br AND REMAIN iNE PROPERTY ..^ _ . / Y.0 HmIGLS OF ER TECINC. PART EOF%! - � / , N T MOO 15,I C. 0 Tllm SNALL uTlLzm er ARr vERsoN,aRu,OR Fic—ORATION -TIER l 'I .'l `•1j/ / / a/s•FMm1 ETnOR vnoal o.c FOR MY PuRPOSE,E CEPT wTH sPEarTC wITTTzt / / , / / / a/'TG SUBFIR,ELLLm a xACED PERMISSION OF THE MY OIT ARWlEL15. C. TYP.WALL NOTES oa+Lv<'L-- :/ / • •�/ / %Y --_unw a¢�9 LETEL� Flo% ' o � 49 aoox ec' ;n i;iio,s Ti✓� AL'�' g PROJECT /j: 130409 i, .„ •� DATE ISSUED: 06.25.09 ALL NEW TRIM TO MATCH EXISTING. REVISIONS:FACE MOUNT HANGER B . ,c vouREn rnrx EmH sNi BOLT 2X PADDING THROUGH / �/ / i / // Asw :—SLAS O STEEL BEAM W,1/2"DIAM A325 BOLTS 0 2'-0 O.C.HORIZ. / .,! / i! / AauS,aAe EtEv.AS NECESSARY TYP.RAKE DETAIL s•rn,mACTm Fn1 SCALE 1-1/2•-,-o• STAGGERED TOP k BOTTOM •/- 2 STRAPPING 1 A 3 1/2"GWB _ asp a ca+mT.Nw sTrav ac. /l B SECTION(a,KITCHEN W/RAISED CEILING CONSTRUCTION SET JOIST TO STEEL CONNECTION RMIT SCALE+-+/2"-r-o- ' \ BLOCKING AT 24 D.C. O PR S .. . 1/') P kRCH Al / 2x1O RAFTERS Alb C. b ASPHALT ROOF SHINGLES— 5 3 4" Q• Q- R ` X / ; v /� zno LmFASTENm To stuns 1X3 TRIM,PTD. 15y FELT PAPER E�, ST'/., // uIERL fASTFNERSAPpiOE NR/L ASPHALT SHIHOES 1X8 TRIM, PTD. 5/8"COX PLYWOOD- / /...,I\ -`-....' •• `�� N ./n ,i. 'y/ / / ✓ : -__, SIMPSON H2.5 RAFTER No. 10730 1- y % / % li /• / :��' g TIES®i6'O.C. � O —LA— CID\.. YARMOUTH P Cl ' II/X2' STRAPPING®t6"O.C. SIDEWALL / /, //�� ,.. /.. /..: .. / "S I•� - 1 ,1r'{L 1:;'"%,�• Aa�usrt•mGA�uami WLMc ,\ GWP.BOARD CEILING Q� ' !1 Oxze ws1 sTFa eM ./Ewsrc '.✓ �f -...... ELGE.DRIP \ FLq �Q S .;/ / .�/ ,/'/ / -i /' /.• / -' 1X8 FASCIA I 'C AL N NAILS COMMON 1x8 FASCIA,PTD. �F-1/2"GYP.BOARD AILS A O. . �J � T 10" C p"1 yNO Y7�� iX8 SOFFIT HOLDDOWN SCALE SEAMLESS ALUM. ....... : 1/4'=t•-O' ............... I ...i GUTTER 1X8 FRIEZE BRD. • t CRICKET, AS REO'D. D t 2 a 8 // - -- -- BLOCKING,AS REQUIRED e _.1. wF'M ���1x8 SOFFIT.PTO. �,cr TO BURY NEW FLUSH BEAM r ' / f ,.' oBL zze 'P.rJ.sR`�lua � / > IN WALL ON THE KITCHEN SIDE OTHERWISE NOTED. CORNER STUD 1 zap BARS,TOP a ROT. 1X5,1X6 CORNER BRDS. -'- /- F-MIRROR THIS BUILD-OUT ON CONNECTED TO , OPPOSITE WALL TRANSFER SHEAR SHEET 3° UNLESS / 0 SECTIONS & W.C.SHINGLES DETAILS THIS FLUSH BEAM IS 70 TOTAL NUMBER OF SHEETS O SUPPORT EXISTING 2ND FLOOR IN SET: _ 2 ALL NEW TRIM TO MATCH EXISTING. 0 .:i ...._.._. ........... ........ 1 A'3 ALL NEW TRIM TO MATCH EXISTING. noTE REIARONSMv cNMCEs wrtNE sAu 7 OVERHANGS FOUNDATON. I xzI DONG B wP CORNER STUD HOLDDOWN IS eats-1 R,s.,Frc THIS SHEET INVALID SECTION KITCHEN W/RAISED CEILING O TYPICAL EAVE O EAVE @ 12 PITCH ROOF O DETAIL-3 STUDS W/BLOCK'G UNLESS ACCOMPANIED ANIIEDBY 7 MATCH EXISTING SOA OF 8$CALEi t/a•=r-D- SCALE+-1/2•=f-o• SCALE 1-1/2'=V-o• SCALE 1-1/2--r-u• WORKING DRAWINGS TABLE a. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES B G o ERT WALL HEIGHT(FT.) - 13 A.3 D UPLIFT B 10 12 14 16 18 20 Bocker block: Install tight to top flange (tight A. , r TUD SPACING with Dottom Nan4e with face mi,,h Hangers). ibleh - (LB.) PLATE-TO-STUD - NO. OF 16D COMMON NAILS- (ENDNAILED) w th 10-10d (3') b Is, cNncned when poss'ble ARCHITECTS,INC" 12"O.0 127 2 2 2 2 2 2 2 ^ 16"O.0 169 2 1 2 2 1 2 1 2 24"O.0 253 2 2 2 • ARar RaaFINc l / ,- ... y ... ............ % ARCIR1PCle•IN'IP�OYI)ffi@ffi8•HODDPJB MAY uP wAu za• ' /. / / / � 947 ROUTE 6A, UNIT 8 TO !./ ,/• TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION - / F1 SANE - ,j/ /i / / /' AMERICAN WOOD COUNCIL, 110 /B"mX nYWnao v RAFUNc ro sr oN TaP ,/ „y PO BOX 343 GUIDE TO MPH WOOD CONSTRUC WIND ZONE. IN HIGH WIND AREAS. /,. I -::. RAFTDRS );;. % i! / /': / / !�/ j' y' /; ZONE, / 12 ALr RDaF soNq.Es / YARMOUTHPORT, MA 02675 TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES �� --'2 I sf FIr PAPw / / ./ / '// /- „/ %�//' / / / / / ,// zx oAx••o.c a B°° / ' f t Bl 508 362-8883 E1uSTWc g � Filler block: Noll with 10-10tl (3") i%' / / . / //"f ; TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS&NON-LOADBEARING WALLS �- ; ---- - sxvs --�box Woos, cnncned wnen possible. /% ,// / ' � %'! O /' .� //' % ,y/ - fCX SOS 362-4883 ON N].5 PAfTEn / // /. ° :%// .`/,2X9 L",cdaiNK Ua °,•,. -..,. J nEs et•"0.C, use 10-16tl (3 1/z") box noes from % !j., / f.( /..` / /�: ,./' '/ // REQUIREMENTS AT EACH END OF HEADER ---- - each side with TJI Pro 550 joists. / //. / / / /�:. / -'i / ,% / WWW.ERTAR_A CTS.CUM " MINIMUM HEADER a-Do FtaERaAss Msuuna HEADER SPAN(FT.) NUMBER OF / �,/ / SNO TO SIZE UPLIFT(LB.)LATERAL(LB.) :v Fw�'sn"ecro'ma w/ . With top flange hangers D k �/ / / ,,j ;// �`/� 'y/. 'j'/% / / / „ ,, // / ✓` - FULL-HEIGHT STUDS // block egairetl only when hanger HEADERS IN LOADBEARING WALLS : - j /(/ TYP.wAu.NDT'S load .....ds 250 Pounds ;/. j / i / % // // �� / BEDROOM -/ -/ 1 / 2 2-2X4 1 277 132 TYPICAL DETAIL ®INTERSECTION OF / / /' //j/ ;'/ y// 'i / / / / ADDITIONS&RENOVATIONS /, / //� 3 2-2x4 2 416 198 / / - DOUBLE MEMBERS i /� / / j/ / f / / / , �//' / ✓ FOR: 4 2-2X4 2 554 264 / // / / / / / /, / /. ✓ / , -��' 5 2-2X4 3 693 330 !'/ / —.—. MAm ncoa. Mi<rollam LVL. Parallam PSL %/. /i/;�/ // / / ''/ %j/j ' / Y� �.vx ar Timb—Strand LSL // >/ %�/ ' �/ �' THE JONES 6 2-2%6 3 831 396 � 7 2-2X8 3 970 462 RESIDENCE zas ei,Rs,rov&BIT. 8 2-2X12 3 1.108 528 / TOP flonga ✓ / // '/// / /:, / /.,�.// / / '/ ! /j/ - ° wsuL W Ewmxc FLOOR hanger /// F OO/ TS UND' K iCH / AND:/ i % 9 3-2X10 3 1,247 594 / ! ! L j Face m ant / / / ,i y� j i 137 PHEASANT WAY 10 3-2x12 4 1,38s 660 /% IRr PouMB b-mN Well .., %II Hanger o j//; CENTERVILLE MA a, ir.. . a. / % ',+�e <Jasr OrR PA ECwnr 11 4-2X70 4 1,524 726 / � ' ' ..HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATES' ///. / -- - .coo DP ,ED FILL / � T 2 1-2%4(FLAT) 1 60 132 3 1-2X4(FLAT) 2 90 198 -- O�Oo• :sI�FTc �,;, 0 4 1-2X4(FLAT) 2 120 264 Web stiffeners are r,q,lred `O DPR Burs cwT.IN sIRP Flc .'... ' ....... if the sides of the hanger do ® p - 5 1-2X4(FLAT) 3 150 330 SECTION(e�HIPPED ROOF LAY-ON net laterally support the TJI .. - 6 1-2X6(FLAT) 3 180 396 JJ / ioiet top Range and per current b •_...._..... ... ® `" .... SCALE:1/4-=I'-0• Tr Joist MacMillan Iitaro tore r 7 1-2X6(FLAT) 3 210 462 8 1-2X6(FLAT) 3 1 240 528 TYPICAL DETAIL OF FLUSH FRAME .......... ........i m TABLE 6. TOP PLATE SPLICE - 9 2-2%6(FLAT) 3 270 594 AT MICROLLAM - 10 2-2X6(FLAT) 4 300 660 'BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE(FT.) o' SPLICE LENGTH 12 16 20 24 28 32 36 40 50 60 70 80 A A- THESE Puns ME xor To BE usm 11 2-2X6(FLAT) 4 330 726 A.2 ..........._._...................._.. ....._........_....................._. ..............._..! - ...._......... .I-...._........__...._..m.._..._.._.. ...A.2 PURPOSES DFOR PER INLESS STAMPED TTING OR 9(Nm(FT.) NUMBER OF 16D COMMON NAILS PER EACH SIDE OF SPLICE 12 2-2X6(FLAT) 5 360 792 ...._.. ...._....._.................... ;,................... ... - WTH AN D....ARaITEcrs 1 2 4 6 8 8 NP NP NP NP NP NP NP NP ..«............._............................................._......._........._.............._...._�............,._._....__....:::........_...... _....;......._.......... ;........ __ STAMP AND 9GNA—E A uMMD FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES, As v RMIT SET•oR•c M.TON 4 4 6 7 8 10 12 14 16 NP NP IN NP \ / 2-2%4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT) FIRST FLOOR FRAMING 6 4 6 7 8 10 12 14 16 20 24 NP NP ALL POSTS SUPPORTING STEEL BEAMS SHALL . TABLE TAKEN FROM-AMERICAN FOREST&PAPER ASSOCIATION BE 3 1 2'xJ 1/2"X1/4•TUBE STEEL COLUMNS zoos ERT—ITECTS,INC.THE DaAWxce AND AMERICAN WOOD COUNCIL. 110 a 4 6 7 8 10 12 14 16 20 24 28 32 UNLESS/OTHERWSE NOTED. ALL of THE IDEAS.ARNANGEMENIS,oEsa+s.AND NOTE: PLANS INDICATED THEREON OR Mlxl YED GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, NP=NOT PERMITTED FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR ALL EXTERIOR DOOR&WINDOW HEADERS SHALL THEREBY,ARE Owxm BY AND RmAIN THE PROPERTY 110 MPH EXPOSURE B WIND ZONE, TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL BE 302X10 W/IOI/2°COX Fl1TCN PLATES UNLESS OF ERT ARCHITECT;INC.NO PART THEREOF SXNL • TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE OTHERWISE NOOTED. BE UTMIID BY ANY PER—i.FIRM,OR CORPORATION TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS& FOR ANY Pu"OSE.DOU'T WTH SFErnTc WRITTEN NON-LOADINGBEARING WALLS AMERICAN WOOD COUNCIL, 110 ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOGS.NOT BROUGHT TO FERMISSiDN OF THE FIRM ERT ARCHITECTS INC. GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, THE ATTENTION OF THE ARCHITECT,BECOME THE SOLE RESPONSIBILITY OF THE 110 MPH EXPOSURE B WIND ZONE, CONTRACTOR. PROJECT#: 130409 TABLE 6. TOP PLATE SPLICE TABLE 2. GENERAL NAILING SCHEDULE ..'..r.-:^:^- .._•.:,-...-..:.,-^«-,-•^-^_I--- _...........................___...._...._..____....___.._.....___._......_.._.._... DATE ISSUED: 06.25.09 JOIN T'DESCRIPTION NUMBER OF NUMBER OF TYPICAL LVL�GLULAM BOLTING�NALING ........ ............... REVISIONS. COMMON NAILS BOX NAILS NAIL SPACING ` \ ROOF FRAMING -- MULTI 1 3/4"BEAMS ....... I—.- ,.. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH ENDr II----ni RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-76D EACH END II If --- WALL FRAMING .. x RECFS `o-a• ..I{.. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D _ 5-16D AT JOINTS t' I I_ STUD TO STUD FACE NAILED) 2-16D 2-16D 24" O.C. .... .......-:. .'] "' I I HEADER 70 HE (FACE-NAILED) 160 160 16" O.C. ALONG EDGES BO NULs o'z ) ' CONSTRUCTIONSET FLOOR FRAMING \/ °r PERMIT SET., 06.25.09 Q1 ) ( ...=.7 j JOIST TO SILL. TOP IST(ILL RPLATE OR GP PL.ATTIEE)RDER TOE-NAILED) 4-8D 4-IOD PER JOIST - -- �"7. - £i PROGRESS SET LEDGER STRPSTBLOCKING TO OO BEAM OOR(TOE-NAILED) ACN)AINAD(FACE-NAILED) 3-16D 4-160 EACH JOIST015T I / " ............... . .I N PROG G - BLOCKING TO 3-16D 4-160 EACH - SET JOIST ON LEDGER TO BEAM TOE-NAILED 3-80 3-10D PER JOIST - � �O ° BAND JOIST TO JOIST END-NAILED 3-16D 4-16D PER JOIST BAND JOIST TO SILL O TOP PLATE(TOE-NAILED) 2-160 3-16D PER FOOT I + I I \S Pp pp} .ROOF SHEATHING V,e WOOD STRUCTURAL PANELS EXISTING ROOF- --_- T• `�` RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8D IOD 6"EDGE/6"FIELD SHOWN HATCHED RAFTERS OR TRUSSES SPACED.OVER 16" O.C. SD tOD 4"EDGE/4" FIELD / /�/ � / ^� .1 7�11 GABLE ENDWALL RAKE OR RAKE TRUSS W/0 GABLE OVERHANG 8D 1OD 6"EDGE/6'FIELD ''j /:�// �/ / / //� ,_//j/ // H n NQ• O U CA ENDWALL RAKE OR RAKE TRU55 W/STRUCTURAL OUTLOOKERS SD 10D 6" EDGE/6"FIELD - //// // .L // j // j jl CRICKET I GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS BD 1DD 4" EDGE/4"FIELD // j i / // / / II I YA QRT, 1u;; CEILING SHEATHING / GYPSUM WA _ .,,//,' /, .i, �:�/ i /. .; -. �I.!.„,,,,..... F.. .._ .. .s _.,I IF CARRY SHED— EDGE - 10 .. WALLBOARD SD COOLERS 7 /70 FIELD /;;� / - ,. !�/i //,/ / LUSH BM BELOW - RAFTERS ACROSS / F,.... TOSTTEE WALL SHEATHING - - 2XIOWS"O.C. T£ 2X10®16 O.C. -I- `'�•+ 5 is W a WOOD STRUCTURAL PANELS ///� // / j/ //i."j/ /, m -I^ FLUSH BM BELOW f STUDS SPACED UP TO 24"O.C. 8D IOD 6"EDGE /12"FIELD / j // // ✓/ / /i - 1 BL 2XIO'S DBL 2XIO'B a 1�2 4 8 1/2"AND 25/32"FIBERBOARD PANELS 8D - 3" EDGE/6"FIELD /��/ /::�'r/ / // / �, / ! - / I: : 2XtD016 O.C. o 1/2"GYPSUM WALLBOARD SO COOLERS - 7" EDGE 10"FIELD i /; / /! O1 e o UNLESS OTHERWISE NOTED. / /I/ / �/ /! // \ m m O I ROBBER ROOF ON FLOOR SHEATHING /. o SHED!RAFTERS o:: S . - - SHEET NO I I DBL 2x10 S x DBL 2x1 O S A.4 WOOD STRUCTURAL PANELS + "RUBBER SHED PIST ON FROM n x o 12.12 12�12 I I ROOF TO RIDGE TO DR HEADER-, 2X101r916"O.C., n STRUCTURAL .wYW�T T^rr,r A T i"OR LESS 8D IOD 6"EDGE/12"FIELD --- w+ N+ SCUPPERS 9_5 A ® / lj(�J lij Uj(Eil+ A GREATER THAN 1" 10D 16D 6" EDGE /6"FIELD - 4:12 4:12 A 2 1 CORROSION RESISTANT it GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. o'^., : �;--+ t.- - ,. r .... TOTAL NUMBER SET:F SHEETS NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT ROOF PLAN •Y'mac••"°1 B4AO1 3®1 3/4"X9 1/2" ER 7 HEADER OVER SLIDER 2®1 3/4"X9 1/2"LVL OVERLAY HIPPED ROOF DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. SCALE: 1/8"=V-0" WINDOW HEADER OVER SHED RAFTERS, •TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110, AS SHOWN. THIS SHEET INVALID GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, B C D UNLESS ACCOMPANIED BY TABLE 2. GENERAL NAILING SCHEDULE A.3 A.3 A.4 A COMPLETE SET OF WORKING DRAWINGS ............................. :::i:::::......:-_ - I � ! " T ......_.....................I....... 5/4"RAILING CAP ERT q 3 ARCHITECTS,INC. .. .. _..-_.:-, .. .._ I. .. ..:_ .._. ._.. . .............. .. 1%TRIM w�[acEB•Rr�DE40t0ID8•s�]]>ffiB r.._: ....... .. 947 ROUTE 6A, UNIT 8 -..._.__ ...I... ... _...... .. 2®1 3/4"X9 1/2 LVL RIDGE BUILD WALL BETWEEN POSTS PO BOX 343 I BOOT POST W� !i MEMBRANE T i2"HIGH YARMOUTHPORT, MA 02675 12 :. 1ST BELT PAPER 12 — 5/B COX PLYWOOD tel 508 362-8883 12 DM ADHERED ROOFG MEMBRAN E - ASPHALT ROOF SHINGLES fox (50) 362-4883 G� � i TUNE OF SCUPPER WM.EPTMPIITECi5.00Y ' O:._✓.. I ,.yam,. _ �Oy/ •`\��� ..... ".:.:_.:.: 2XI00,6O.C. RAF .. S/B"CD%PLYWOOD \Jb,- TIERS EPDM ADHERED ROOFING MEMBRANE .[) SANDWICH h CROSSBLOCK i , ' E EQUAL EQUAL p:` POSTS BETWEEN DBL RAFTERS e--OVER EDGE ADDITIONS&RENOVATIONS -f2 CARRY MEMBRANE 'PAD T I - -i FOR:ALUMINUM DRIP FLASHING WALL TO SIMPSON H2.5 RAFTER TIE@16"O.C. zti A.3 MIRROR OPP. ^` 71ALUMINUM SIDE _____ _ ..�. SEAMLESS GUTTER THE IONESE p{I I 2X8®16'QC CEI ING JGIST5 r 1X FASCIA 1''S 1V1. PAD OUT f"##it—BLOCKING !FLUSH 2®1 3/ ' L r ; X9 1/2" LVL 1x SOFFIT METAL HANGER ) W10X60 r ,. __...: ... :r: . :rr ;' 1X FRIEZE BRD. -- FLUSH STEEL!BM TO SUPPORT EXIST'G 2ND FLOOR 137 PHEASANT WAY 4'-6 1/2" 4'-6 1/2" 1X STRAPPING 016"O.C. W 0%60 STEEL BM CENTERVILLE,MA 1/2"GYP.BOARD CEIUNG O W10X26 STEEL BEAM ADJUST FINISHED CEIUNG TO ALIGN W/EXISTING j e TIP. WALL NOTES 3O (2)L4X4%1/4 W/(3)3/4"DIA. A325 EACH WAY NEW R-30 FIBERGLASS INSULATION O I...._......_...... Clv TYP. STEEL TO STEEL FRAMED BM CONN. BCME,_„x _V ii I T,ESE P s ME NO,To BE u5m FM uirnNc M—S—nM SES -::-:.--::::::.:-:--:--__,-__:::::::.._-:::::!......::,:-........_::::,:........:_::::_......:_.._--�::_...._.::::::::.... ........_. RUBBERED ROOF • ,,.,,.;.7`.,E.; —;�,-- .. ....-..E.-,-�. •..E,. EAVE @ RUBB R S wRPOTM s uNtr:ss sTduam n sa+m �:_,i, E T_i"C•..i_C." t i „ ���i 'Jli.,:,. _. SoaE,-,/s .,-o H OaaN.E ueewTECn S i•7 '•( 3 s e) r 'r�)' .S•art si-an A• u NmNisracnw ffr•. ALL TRIM TO MATCH EXISTING DBL FLOOR JOISTS UNDER KITCHEN ISLAND ©2008 ENT.—TECTS....n,E.-N.-0 3/8"WEB STIFFENER ONE SIDE ALL OF THE D—,.NR.NceuE .OE-1-0 DBL FLOOR JOISTS STEEL BEAM SIZES VARY PUNS wmC TNEBEM M Nm ESENBM UNDER PARALLEL WALLS TNEN®r..NE O—ED BY AND NEuuN THE MO—W NOR OF MY ATECTS.WC NO PMT THEREOF— BE unum By MY nwSON.mu.M CONPORAT,M FM MY-POSE.DICEPT•u,H SPE.-MPoTTO, K­Of PROJECT130409 1/2"CAP PLATE W/ 3/4"DIA.a0 TS A325 / 4 DATE ISSUED: 06.25.09 pSr�OP WELD 3TY166' FILLET ALL AROUND % �OL7 P PLATE TO FLANGE /A ,' _ _.---. _._- ---------- ---- i W 2®1 2"DIAM. A325 BOLTS REVISIONS: j. /o o \� EACH SIDE. WELD COLUMN TO TOP LATE AND PLATE TO BEAM : i / / / /% , •/ . n COL CONSTRUCTION SET TYP BE O COL CONNECTIO c PERMIT SET: 06t509 P RE ' I SS 2 . LF PR2 FL / .. /.. A, P S' UP,F T,EEE - /z /z o p' HSS 3 1/2"X3 1/2h114- R 3/4"xB"x12" LU 30 W10X26 BM TO SUPPORT EXIST'G 2ND FLR. COL. D TO n n F+ NO �Q7. EXIST': FDN. ® ® YARPA ORT, to cu --------- ----------- ------------------------ LL, r- - ----- -------- _ --- _ __ 3/4"BASE 70P OF FOUNDATION Q -----. -- ---------- --- ---------------- -- -` --- -./ vJ d,/Y __ „r C P - o fir, " W10X26 BM TO SUPPORT EXIST'G 2ND FLR. HSS 3 1/2"X3 1/2"Xl/4" 1/4"LEVELING - - a MIRRO THIS COL. DN TO SHOP WELD 3/16"FILLET a II LIME TO:CENTER > 3/4`GROUT EXIST G FDN. ALL AROUND. TYP. F1i----------- 'i - II m 1... VAUL_T..E-.D J 3ZCEILING ON WINDOWS—� N D - - D SCALE: 1 - La W ~I " a VAULTD e ' ' ' it CEILING x O ASTM A307 A�THREAD ROD UNLESS OTHERWISE NOTED. -------LSKYLIGHTS:l - DO B E T&W SHER 3 4' WABOVEOSHEET NO. � A.5 V ° D a D BEAM LOCATIONS HSS 3 1/2"X3 1/2"X1/4" y ` '_" � _� o o :I \F'-� �^- - �s� - TOTAL NUMBER OF SHEETS COL. DN TO FOUNDATION IN SET: - - 7 EQUAL EQUAL 4X6 PSL COL. 4'-6 1 2" 4'-6 1 2" BEAM LOCATIONS - ENLARGED TYP.BASE PLATE DETAILS THIS SHEET INVALID UNLESS ACCOMPANIED BY WIDTH OF GABLE ABOVE 13 U ,-,/z'=,'-0 A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. . AY[.@IBCIH•OlIBQIDlD)3�mI�9.1�8 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-4883 —,ERTARCMTECES.mM 4. ADDITIONS&RENOVATIONS ---- FOR: ----...--_--._.._.._......------..__.._._...._............._...._.._...._...._-_... THE JONES RESIDENCE \ 137 PHEASANT WAY CENTERVILLE,MA y -_—------ _____________-_ __ 1NE3 PLANS ARE NOT TO BE USED till FOP PERIOTANO OR Cp15TRDCTON PURPOSES�UNE55 STAMPED k w.m ......... _........ ...._......... ......_.. ...__..._.__.._.. _._.._. .._ .... ... .... .. _..._ _ ._._.- _-..-____...___-._-._...__....___.. -_..._._._.-..-__ _-.--._.__ _..__. .__._..._.. .. ._. .. ... ..... ..._ .._. ............. __ .... - _ MIT OR—STRlIC ON •�;� WIN aBaNAL ARCHITECTS 1.i:,.;:>L::.&:::,�,'LL:y..... ��scxATu� c ----- O20OB ERT ARCHITECTS.INC.RIE ORAMNGS AND EXISTING FRONT ELEVATION EXISTING LEFT ELEVATION ALL OF 11E IOEAS ARRANGEMENTS•DESIGNS.AND PUNS—GATED OOREON OR REPRES M A. EAT.ARE ORRm BY AND RERUN THE PROPERTY OF EAT ARa11T MY PEG.NO PART EIIEREOF SHALL • BE R ANY ANY PERSON,MM,OR CORD TTCNN FOR ANYONOFPURPOSE.E%CEPT wYN RCN.TESPE—C NRIIIEN PERYISaON Di TIE E1RY ERT MCNIlEC1S m4 PROJECT q: 130409 DATE ISSUED: 06.25.09 • REVISIONS: ::..rr... CONSTRUCTION SET ' - PERMIT SET: 06.25.09 ..- F-4.1OGSET O • ® PROGRESS SETHIM - - _ O - W i V .. .. .... ...... :. (S� ............._. .._......_ _.... REGISTRATION ....._...._..__ --- ----------r rl i e SCALE: 1/4-=1•-0- O 1 2 4 8 --01 - - _ C• ___ _,____ _ _____________ N WI UNLESS OTHERWISE NOTED. N . ........... .............._... ..... ... ..... ......__..._...... . L;:::c:c;„:<'�.w�:T;:;:r..::-:::;ia........... ....._.. .._...._ SHEETO III, ....:........: --------------------------------------------------------------' EXISTING ELEVATIONS EXISTING RIGHT ELEVATION EXISTING REAR ELEVATION TOTAL NUMBER OF SHEETS IN SET: 7 THIS SHEET INVALID UNLESS ACCOMPANIED BY • A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. .REB B�B ------------------ i 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox(508) 362-4883 ADDITTONS&RENOVATTONS FOR: THE JONES RESIDENCE 137 PHEASANT WAY / / /' /i / /• ;�`, j CENTERViLLE,MA / ................. : TNESE PUNS ME NOT TO BE BSED FOR a TONED TW PERu�TD ON CONSTRYC- S EXISTING SECOND FLR PLAN ST=M==BTAYPED qugNAE MCMTECIS STAMP MO 9 TZ 8 YAILOD AS TERYIT SEP'OR^CONSTROCRON O2[M18 ERT MOII.E INC.THE DRA-.ANO ALL OF ME IDE.S.-AN-ENTS-.%ANO PUNS INOIUTED THEREON OR-RE-M TNEREBY.ARE OWNED BY AND REMAIN THE PROPERTY OF EAT MONRECM INC.NO PMT THEREOF SMALL . BE N =BY MY PERSON.FIRM,ON COf&ORARON FOR MY PYRPOSL E%CEPT WTN SPECIFIC MARTEN WAIOSSNM OF THE FIRM ENT AR-TECTS.INC. PROJECT#: 130409 P DATE ISSUED: 06.25.09 • REVISIONS: FOYER RHNG AREA I CONSTRUCTION SET LIVING AREA 'I `. . : +'ll: c PERMIT SET: 06.25.09 PROGRESS SET N PRICING SET PROGRESS SET O DO o KTTCHE �FTH BEDROOM E- aREGISTRATION . a SCALE: 1/4*-1'-O- SCREENED 0 , 2 4 8 8 PORCH UNLESS OTHERWISE NOTED. SHEET NO. EXISTING FIRST FLOOR PLAN A•7 EXISTING FLOOR PLANS TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY • A COMPLETE SET OF WORKING DRAWINGS J ACCESS COVERS MUST BE WITHIN 9- MINIMUM. INVERT ELEVATIONS : DES i GN CR. l TE,P l A : GENERAL NOTES : 6' OF FINISH GRADE �3 ' MAXIMUM COVER FIRST 2 � TO INVERT AT BUILDING st : 113. 72 DESIGN FLOW: FI FI LEVEL / MIN 2' OF PEAS TONE INVERT AT BUILDING *2: 113.5 4 BEDROOMS AT 1 /0 G.P D. PER I . THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION BE �/ INV1`RT /N SEPTIC TANK: 1 /2. 75 BEDROOM EQUALS 440 G. P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4' DIAM PIPE INV;7RT OUT SEPTIC TANK: 112. 5 3/4' - ! '/2- DiA. IS o � , DOUBLE WASHED STONE INVERT /N DIST. BOX: I /2. 2 NO GARBAGE GRINDER 2 SE�rICAL SEE ��TEMPLQNASSUMED, FOR BENCH MARK ! !2. 5 112. 03 2 *1 . 113. 72 cAs INVERT OUT DIST BOX.. 1 12. O3 *2. 113. � v BAFFLE 112 o l I IN .2 � 112, 0 SEPTIC TANK REQUIRED I12. 75 I OUTLET 2 500 GAL LEACHING CHAMBERS INV.=RT IN LEACH CHAMBER: 112. 0 3 440 G.P.D. X 200% - 880 GAL . J. ALL CONSTRUCTION METHODS AND MATERIALS AND T f' W/4 STONE AROUND. 12. 8 x x 33 ' 1 x 2 'd BO T TOM OF LEACH CHAMBER: I /0. D D-BOX SEPTIC TANK PROVIDED: 1500 GAL . MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1500 GAL ADJUSTED GROUND WA TER: N/A CONFORM TO MASS. D.E. P. TITLE 5 AND LOCAL SEPTIC TANK 6' CRUSHED STONE OR OBSERVED GROUND WATER: N/A SOIL ABSORPTION SYSTEM REQUIRED- BOARD OF HEALTH REGULATIONS. COMPACTED BASE BOTTOM OF TEST HOLE *2. 105. 0 DESIGN PERC RATE ! 5 MIN/INCH PROFILE : Nor TO SCALE SOIL TEXTURAL CLASS - l 4 ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0. 74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 440 GPD / 0. 74 GPD/SF - 595 S.F. REQUIRED THAN 3 ' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 2-500 GAL LEACHING CHAMBERS W/4 ' STONE AROUND, A-606 S.F. 5 ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 606 5 F. x 0. 74 - 448 G.P.D. APPROVED EQUAL . 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED TP*; N SO I L TES lT r D T I I DA TA & PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL .00 E �� /� 1 ND I CA TES I ND I CA TES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE bA•08 2-500 GALLON PERCOLATION = OBSERVED /S MORE THAN ONE OUTLET. 0 N 00•1 I s t LEACHING CHAMBERS TES T GROUNDWATER W/4' STONE AROVN 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'. / D-80X TP *I TP *2 I -888-DIG-SAFE AND THE LOCAL WATER DEPT. 30 'Co. HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR FOR LOCATION OF UNDERGROUND UTILITIES. c ? TP*2 1 15. 5 0' 115.0 L O T A LOAMY I O YR A LOAMY I O YR 2° '• � : 8 � o�_, SAND 3/3 SAND 3/3 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE \uP�sarl Eoa r. o 1 l 4. 5 12- ... 1 14. 0 R SCHEDULING OF THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 10, 000+ S. F B OF THE SYSTEM TO ALLOW FO i •i 1500 GALLON 4. > LOAMY I OYR p LOAMY I O YR NG _SEP�TICetANK SAND 4/6 D SAND 4/6 CONSTRUCTION INSPECTIONS. oo� \ e� \, or . ro l t3. 0 28' 112. 7 R MEDIUM I0YR C / MEDIUM IOYR 9• EXISTING SEPTIC SYSTEM TO BE PUMPED DRY. .f ti 5 m I SAND AND 5/8 SAND AND 5/8 REMOVED IN THE AREA OF THE NEW SYSTEM AND 4 �� \o „ GRA VEL - GRA VEL BACKF I L L EO WITH CLEAN SAND. l 0. NO DETERMINATION HAS BEEN MADE AS TO 1?1.1\0 48' COMPLIANCE WITH DEED RESTRICTIONS OR ZONING �•�y �'' _ REGUL A T/ONS. I T SHALL REMA/N THE CLIENTS v N o v rjp, 0 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL 050 t ` i 2 s SIT FND PERM I ;S. VARIANCES ETC FOR THIS PROJEC' o NO WATER _ I NO WATER I I. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY 105.5 120" 105.0 BM. TOP OF FOUND �� F�N� TO HAVE THE PROPOSED BUILDING FOUNDATION - _ EL f'-I 1.5.72 ( \` p DA TE: SEP TEMBER 15. 2005 DESIGNED TO ACCOUNT FOR THE EX!S T 1 NG GRADE TEST BY: STEPHEN HAAS AND SOIL CONDITIONS AT THE LOCATION OF THE � A �8.00 WITNESSED BY: DONALD DESMARAIS PROPOSED BUILDING. le s/T Fso aA• PERC RA TE: l 2 M I N/I NCH lit Of Kw g A. r k' 9,000 µ � 10 Bps J o) 0?o I / Z ? 8�1-0 I S T_ P Lr ,4 /V O F_ L A /V O BEOpc011 / 3 7 P H E-,1 S,4 /V T W.4 Y . M,4 P 2 2 8 PA R C E L- / 3 &ARNS TA E ( CE/VTERV / LLE > "A , r' ✓r f f E P,4 R EO OR F .'/L� 1 SECOND FLOOR PLAN PR L EGEND ��-- O /V r_11 0 ,4 R L E /V E �/ O /V E S ■ C9 CONCRETE ROUND 'O HIDER LINE S CALE / - 20 0CTOBEf? 27 . 2005 L I WS / -G GIBS L I NE E A G L E SURVEY I N C I I V C / OHW- 04ER HEAD WIRES 9 2 3 R o u t 6 A '14T POST I -E- GROUND ELECTRIC LINE � 1''a r mo u t F-h p o r t MA 02675 508 362-8 1 32 { -T- ROUND TELEPHONE LINE \ j - ( 508 ) 432-5333 CTV_ UAinIoERGROUND CABLEVISJON L /NE Y\�/ + 40.4 SPOT ELEVATION _40 EXISTING CONTOUR P?OPOSED CONTOUR - L ,O C U S MQ P 0 l 0 20 40 JOB NO: 05- 103 FIELD:CFW/EEK CAL C: SAH/CFW CHECK: CFW ORN: SAH