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HomeMy WebLinkAbout0183 SCUDDER AVENUE - Health 183 SCUDDER AVE. HYANNIS A = 289 077 i i TOWN OF BARNSTABLE _c� C LOCATION - S C U cede A A d- � SEWAGE # A®C®" l/YARN/ ASSESSOR'S MAP & LOT�nr �© VII.LAG E 9 INSTALLER'S NAME&PHONE NO. T , A4 A C 0 A /S e1C / SEPTIC TANK CAPACITY A -rO D LEACHING FACILITY: (type).22"V 40 Pt/C/1ip-Ai d nfA (size) ' ,d-d 6 NO.OF BEDROOMS BUILDER OR OWNER1 PERMTT DATE: dO 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 Leachirg Facility(If any wetlands exist within 300 feet of leaching facility) - Feet „.. .. Furnished by °•_.. . .........,.... ... <r .:._ ...,�,.,�. ...4..,�:__ ...�, �;' .. e :, -_. /� ,ry �.�` � "�. �� .s � � 0 �'� � „(,� �6, `��� �� �� ��� a` _� - _ � � ' � 1'; Dater LEO l001 U TOWN OF BARNSTABLE 6 TOXIC AND HAZARDOUS MATERIALS - NAME OF BUSINESS: KEC rL,04, BUSINESS LOCATION: 1 3 SWa6er / \R-. (4Q&Av,;5 AA c)-2rn o� INVENTORY MAILING ADDRESS: t63 5c�9jAex- A Ie- /- tie-v%.y��s TOTAL AMOUNT: TELEPHONE NUMBER: 56S- z so- ts25 CONTACT PERSON: 44\e- Q,v,,L ae� /S kc iie- /1-fac-Ak--H EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: C.to-Hv:w_e INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene,#2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal 5 e printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison"labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers&cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant' Signature Staff's Initials No. Fee$ 5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes-1PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Miqual *pgtem Construction Permit - Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) XXComplete System ❑Individual Components;,, ' 'Location Addressor LotNo. 183 Scudder Ave Owner's Name,Address and Tel.No. 10 Weather Cresce t7 Hyannis Mass. 02601 Mashpee, 'ass. 02649 UXL9ile aehq Assessor' ;M s Map/farcel os 9 O �j/7 4 7 7—61 5 5 Installer's Name,Address,and Tel.No. 5 0 8-7 7 5—3 3 3 H Designer's Name,Address and Tel.No. 5 0 H—7 7 5—3 3 3 H J.P.Macomber & Son Inc. J.P.Macomber & Son Inc. Box 66 Centerville,Mass. 02632 Centerville,Mass. 02632 Type of Building: Dwelling XX No.of Bedrooms 0 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 355 gallons per day. Calculated daily flow 3 X 1 1 0=3.3 0 gallons. ,t Plan Date Number of sheets Revision Date Title i Size of Septic Tank 1 500 _+ Box Type of S.A.S. 2-5 0 0 Chambers Description of Soil Medium sand to fine sand Nature of Repairs or Alterations(Answer when applicable) Omitting cesspools. Installing 1 -1500 gallon tank, 1 -Distribution box and two 500 gallon leaching chambers packed in 4 ' of 11 " stnne 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 issu by this o of He lth. Signed Date 9/1 9/0 0 Application Approved by Date Application Disapproved r the o lowing reasons Permit No. Date Issued Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes 01ppYication for Migool *pgtem Construction Vermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System El Individual Components,'. . Location Address or Lot No. 183 Scudder Ave Owner's Name,Address and Tel.No. 10 Weather Cre s ' gMaaamA4/yMiss. 02601 Mashpee,Mass. 02649 L,c�Hr)C 09 C/ 4Z477-6155 Installer's Name,Address,and Tel. o. Designer's Name,Address and Tel.No. a 508-775-3338 508-775-3338 J.P.Macomber & Son Inc. J.P.Macomber & Son Inc. Centersriiie,Nass Type of Building: Dwelling XX No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 X 111 0==33 0 gallons. _ Plan Date Number of sheets Revision Date/ Title Size of Septic Tank Type of S.A.S. 2-500 Chambers ,Description of Soil Medium sand to fine sand Nature of Repairs or Alterations(Answer when applicable) ®11t 1 t t j nq e S S pog1 6 6 t I t f ag 1- 1500 gallon tank, ! -Distribution box and two 500 gallon leacning cnam- ers pace xn ot 1i iistone. Date last nspected: 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 issue by this Board of Health. Signed Date 9/1 �n o Application Approved by Date s Application Disapproved o e o n e s t Date Issued Permit No. ...� - , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS0y , Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(XX) Abandoned( )by ;.p.M e®��S o r at has been constructed in accordance O .vILA4.0 Ct i b with the provisions of Title 5 and the or Disposal System t onstruction Permit No. dated Installer _ Designer T ., The issuanc this pertiut s a 1 not be constru e of e as a guarantee that the system will function as d/�` gne ° (- Date Inspector A Ar1 A4 1 r K: No. Fee $ 5 0 ` THE COMMONWEALTH OF MASSACHUSETTS ^. PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS xiopoga[ *pstem Con�tructton Permit Permission is hereby granted to Construct( )Repair( )UpgradeX)Abandon( ) System located at Avea . I, :3 {. and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. .' Provided:Constructio must a completed within three years of the date oft a t. Date: Approved by ` % Y t l/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) L Joseph P.Macomber Jr., hereby certify that the application for disposal works construction permit signed by me dated 9/19/0 0 concerning the property located at 183 Scudder Ave Hyannis,Mass'. meets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. l •' The soil is classified as CLASS I and the percolation rate is less than or equal to S minutes per inch. / •' There are no wetlands within 100 feet of the proposed septic system There are no private wells within 150 feet of the proposed septic system There is no increase in flow and/or change in use proposed There are no variances requested or needed. •� The bottom of the proposed leaching facility will not located less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable) If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will M be located less than fourteen(14) feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation r/ +the MAX. High G.W. Adjustment.4', DIFFERENCE BETWEEN A and B SIGNED DATE: 9/1 9/00 r (Sket posed plan of system on back). Q:health folder.cat � i '� • Cs r f i DA7Et_8/1 /00 --- PROPERTY ADDRESS:—�_____,..._______________ _183 Scudder_Avenujt______ Hyannis,-- - on the above date, I Inspected the septic system at the above address. This system conslsts of the following; 1 . 2-6x8 cesspools 2. 1 -6X8 Cesspool see diagram Haled on my Inspection, I certlfy the following condltlona: A9 7 0 3 . This is not a title five septic system. 4 . This is a sewage system. . 5. 'The sewage system is hydraulic failure. Has a pumping , history. Main cess pool is rooted and sh.. akey/ 6 . Apartment cesspool is dry at this time. 7. A new title five septic system should .be-- installed at this time. SIGNATURE: N a m e :_,1,_P.�..Mss s to t'Lr- �L)'.�------ Co mp an Ncombor_& Son , Inc . Box 66 Address;____________________ -_Centerville L. Ha__02632-0066 Phone:--__S08_775_37�8------- THIS CERTIFICATION Oof'S NOT cONSTITUTE A GUARANTY OR WARRANTY J6SEPH P. MACOMBER & SON, INC. Tanks•Cesspools•l.eichflelds , Pumped I, Instilled Town Sewer Conneotlons P.O, Box 6775.3J3 �te77- MA 02632.0066 RECEIVED A U G 3 0 2000 TOWN OF BARNSTABLE HEALTH DEPT. COMMONWEALTH OF MASSACHUSETTS y EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.6600 TRUDYCO)E Socrvtiry ARGEO PAUL CELLUCCI DAVM B. STRUHS Governor Cottuttissioaer SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FORM PART A CERT1FICAT10N Property Adam.: 1 83 Scudder Avenue Name,of Owrw Wayne Oehme Hyannis Addre"ofOwrsae: 10 Weather rescent, Mashpee, Ma. Date of hsp.ctSon: Narrw of inspectw:"11— Joseph P. Macomber Jr. I am a DEP epyrowd systsrn 4upectcr pursuant to Section 16.340 of Ttdo 6(310 CMR 16.000) Co,,,p,,,yNifT1e: Joseph P. Macomber & Son Inc. µa.&WAddfia": BOX 6enServiiie, Ma. 02632-0066 T elep�vone N++nbe+' — — J CERTU4CAT10N STATEMENT I certity 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 ,Heads Furthor Evaluation By the Local Approving Authority ��-`/Fsils lnspecta's Signraire: Y/' Dieu:' �/ The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)wftNn 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 oMcs of the Department of`£nvironmenvil Protection. The original should be sent toVw system owner and copies sent to the buyer, if applicable, and the approving authority. NOTES AND COIv1MENTS revised 9/2/98 Page IofII �� Printed on Recycled Paper SU&SURFACE SEWAGE DISPOSAL SYSTEM IM3PECT$ON FORJ64 • PART A CERT iCAMN (oondnu+dl' PropertyAddraaa; 183 Scudder Avenue, Hyannis Owrw-. Wayne Oehme °sc'of t,ap.ctson: 8/1 /0 0 1043PEC710M SUuhtAAYt ch a A, e, C, a n: A. SYSTEM PASSES /'✓O I have not found `any Informadon wNgbjaj1Ws8 that any of the fal)urfr cor4doru described In 1Lo CMA 1b 30`t Any tsdw c aria not evaTuited are In catod below, ` CO WILE4T5; Y, SYSTEU CONDMONALlY PASSES: One or more system oompononu as doeoribod In the 'CondJfl"►ass'sootJon mod to bo roplocod or repaired. The sysum, upc completion of the replaosmont w ropalr,as approved by the Sowd of HoaJth, wW paaa. Indcate.yea, no, or not detorrNned(Y, N, or NO). DoscAbe baulo of detNrnlrAtIon In all tnstanoss, If 'not detorn*l od', explain why not. akt The sspdc tank Is metal, unless the owner w opwotw has provldod the system Utspoftw whh a copy of a C-on'Acate of Compliance (attached)Indlcadng that the tank was Irtatagod wlthln twenty(20)yoan prior to the data of oho Inapec•oon: the septic tank, whether or not mot&l, Is crooked, otrvcwrally unsound, shows oubstandal InMuadon or oxfWadon. oe u faJlurs Is Imminent. The system wW pass Inspection If the oxJedng sopdo tank Is replaced with a complying sopdc tent s approved by the Board of Health. ft/W(!, Sewage bockvp or breakout of Ngh otatio water level observed In the dJsvlbution box Is due to broken w obrtrvctad pipe or duo to a broken, aettied or uneven dlstr(bution box. The system will pose Inspection If (wtth approval of the Board of Health). broken plpo(s) we replaced obowcdon Is romovod distribution box Is levelled or replaced • The synom faQukod pumpJng-Tnon ttun•fourdrnes-o"ardus to broken-•obso ctod Ope(s). The vyram ww-pww-- Inspection If(with approval of the go"of Hooith): - broken Ope(o) we roplacod obitrvcdon Is removed revised 9/2/98 Pitt 2ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (con*xmd) P+ov«tY Adds&&: 183 Scudder Avenue, Hyannis OV~: Wayne Oehme D.t'or Vapoction: 8/1 /0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conchions exist which require further evaluation by the Board of Health In order to dotermins If the system is fW11119 to protect the public health, safety and the environment. 11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES W ACCORDANCE WRH 310 CUR 16.303(1)(b)THAT THE SYSTEM tS NOT FUNCTIONING IN A MAXNER WHJCH.YYILL.PRQ1E T THE PUBLIC HMTKAND SAFM A.MD THE BC 8OkM.E3CL Cesspool or privy Is within 60 feat of surface water Cesspool of privy Is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEk4 WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY)DETEPjAVd3 THAT THE SYST134 IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVLRO4NM8iT: The system has a septic tank and soil absorption system(SASI and the SAS is within 100 feet of a wrfscs water wpplY or tributary to a surface water supply• The system has a septic lank and soli absorption system and the SAS is wlWn a Zone I of a public water supply wail. The system has septic tank and-soil absorption system and the SAS is within 60 teat of a private water wpr wW. a The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 60 fast Or more from a private water supply wall, unless a well water analysis for coliform bacteria and volatile organic compounds IndJcstes ttvl try well Is free from pollution from that facility and the presence of smmonioVoge n not v and nitratenJvogen Is equal to or less than 5 ppm. Method used to determine distance (app( 71 OTHER • Paaa)of 11 revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERT►FICA'110N (contij-041) Property Addross: 183 Scudder Avenue, Hyannis own -. Wayne Oehme Date of InapecBon: 8/1 /0 0 D. SYSTEM FAILS: You must Indicate either 'Yes' or No to each of the following: a of the n 310 I have determinedhton below. mor The Board of failureowing of Healthshouldn d described I , be contacted to determineons exist as will be necessary to correct the failur 7 determination Is Identified Yes No/ vamponentdaslo an overloaded orcWg9� Backup of•towage Inwfeciilty-ot•�T►teftt Discharge or ponding of stfluent to the surface of the ground or surface waters due to an overioaded or dogged SAS or cesspool. Jr2_ bove outlet Invert due to an overloaded or clogged SAS or cssspod. Static liquid level In the distribution box a Liquid depth In cesspool is less than 6' below Invert or available volume is less than 1/2 day now. Required pumping more than 4 times In the last year NOT due to clogged or obstructed pipo(s)• Number of times pumped LL• 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 fast of a surface water supply or tributary to a surface wet*( 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 60 feet of a private water supply well. onion of a cesspool or privy Is IasS•than 100 feet but greater then 60 feet from a private water supply weU with nc rrr"` Any pyzed to be acceptab , acceptable ccep abl bacteria,quality or analysis. If the Wall haas beenmmo I anluogen end nitrate nitio9an.ach copy of well water analysis to —colifo vola I_ LARGE SYSTEM FAILS: You must Indicate either 'Yes' or 'No' to each of the following: The following critsrlS apply to Iargs 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 519nlflcant ttueat to health and safety and the environment because one or more of the following conditions ezlet: Yes N� the system Is within 400 feet of a surface drinking water supply er to euffeoa•dfk+J 9-w*W-w►lIy• . the system•la witkiw 200 feetof+Mt Y the system Is located In a nitrogen sensitive area(Interim Wellhead Protection Area:IWPA) or a mapped Zone II o/ a pu water wpDIY well) The owner or operator of any such system shall upgrade the system In accordance with 310 CMR 16.�04(2), Please consult the local rep oMcs of the Department for further Infor nation. Psa<<of 11 revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTBA INSPECnON FORM � PART i r CHECKLIST Prouty Ada*": 183 Scudder Avenue, Hyannis own«: Wayne Oehme Dau of Inspection: 8/1 /0 0 Check If the following have been don@: You must indicate either 'Yes' or 'No' as to each of the following: Yet No i Pumping Information was provided by the owner, occupant, or Board of Health. None of the system compo&6nu kaw'J,aan paw%pad4oP4cJaaat:two•w6k4and4b47ystam A rates during that period. Large volumes of water have not been Introduced Into the system recently or as pan of uvs Inspection. As built plans have been obtained and examined. Note If they are not available wl N/A. _ The facility or dwelling was Inspected for signs of sewage backup. The system does not receive non•san)tary or Industrial waste flow. _ The she was Inspected for signs of breakout. 4 _ All system components;i=Iuding the Sol)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 bat or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and locadon of the Soil Absorption System orrthe sits 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 Pan C Is at Issue, approximation of distance Is unecceptao 116.302(3)(b)) _ The faclAty owner (and.oecsput-,Jf dl.Uwazst from owner),wwa.w—fdad with Win—floaon rh•psapar m iota SubSurface Disposal Systems. revised 9/2/98 Page 5oru I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM >} PART C SYSTEM INFORMATION PTop+rtyAd&*": 183 Scudder Avenue, Hyannis owTW: Wayne Oehme Deets of Inspection: 8/1 /0 0 FLOW CONDITIONS RESIDENTIAL: Design flow: atl _g.p.d.roadroom. Number of bedrooms (design): Number of bedrooms (actual): Total DESIGN flow 7' Number of current residents: Garbage grinder(yes or no):1 Laundry Isopwate system) (Ye`s Oro:_, If yes, sspat&ts1rupsctlon.requlred Laundry system Inspected lea or no) tqq�� 6�0�5���/Ll�ll(�S Seasonal use (yes or no):A. J / Waist meter readings,It available (last two year's usage(gpd): — t�lp Sump Pump(yes or no);—AA Lost date of occu ancy, /rI L t P �GL Plots m ERCtALAN DUSTRIAL: Type of establlshment: AIA Design now: .(M ood I Based on IS.203) Basis of design flow if61 - areas*trap present: (yes or no)&d Industrial Waste Holding Tank present: (yes or no)" Non-sanitary waste discharged to the Title 6 system: a or no)" _ Water meter readings,If available: Last date of occupsncy:_Z?4 OTHER:(Describe) Lest date of occupancy: ' GENERAL INFORMATION PUMPING RECORDS and so ce of Inf on: cvru � --�11_4►+1�'' a�-,�'�' Pv►��ed l��- ,1�P rnc� r fs�s �n r System pumped as part of Inspection: (Yes or no)AtV _ If yes, volume pumped:--C gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspools Overflow cesspool Privy Shared system(yes or no) (If yes, attach previous Inspection records,If any) I/A Technology sic. Attach copy of up to date operation and maintenance contract _ I) Tight Tank AM �e _Copy of DEP Approval Other APPROXIMATE AGE of all comporsents, date Installediif known)-and soum4 ofJwfosmatlon: -• /�/ '_ �� S-ow"odors detected when arriving at the site: (Yes or no)a revised 9/2/98 Paes6ofII SUBSURFACE SEWAGE DISPOSAL•SYSTEM INSPECTION FORM 3� PART C SYSTEM INFORMATION(con irwod) Property Address: 183 Scudder Avenue, Hyannis Dwn«: Wayne Oehme Data of)rup.ction: 8/1 /0 0 BUILDING SEWER: (Locate on site plan) Depth below grade:V"•� Material of construction:L C t Ironer 40 PVC Other(explain) Distance fro pr v ate w ter apply well or suction Line Diameter Comments: (condition of)olnts, venting, evidence of isaicage,-etc.) Joints appear tight No evidence of leakage S SEPTIC TANK (locate on she plan) Depth below grade:4m Material of constructlon*Aconcrete4�,9metalNAFlbergiassAA Polysthylen@AWother(explaln) AM 11 tank is fnetal, Ilst age is.sgs.conRrmed by Cer0cate of Compliance (Yea/No) Dimensions: MA Sludge depth:_ a _. Distance from top of sludge to bottom of outlet tee or tmtflr.A_ Scum thickness:_ N� Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle:_ Mow dimensions were determined: AM Comments: (recommandation for pumpin�Q condition of Inlet and outlet tees or•batfltas, depth of Liquid level In relation to outlet invert, structure+integrity. • dance of leakage, etc.). "rice the new system 1 sTould be pumpeT7every GREASE TRAP: c Ilocats on site plan) Depth below grader Material of construction- concretelfL/metal,e,4Flbergias&AI Polyethyleno&other(explain) Dimensions: Scum thickness: Distance from top of scum to top o}Duffel tee or baffle: . Distance from bottom of scum to bottom of outlet tee or-baffle: Data of last pumping: Comments: Irecommandation for pumping, condition of Inlet and outlet teen or belles, depth of Liquid level In relation to outlet Invert, structural integrity. evidence of leakage, etc.) rease trap is nat prosent - revised 9/2/98 Pagr7of11 SU53URFACI SEWAGE O13P03AL SYSTEM INSPECTION FORM PART C SYSTEM INFORsdAnION (wndra+ad) Proparry AdOrass: 183 Scudder Avenue, Hyannis Owr-w: Wayne Oehme De to of r"°"`s°"` 8/1 /0 0 'nOMT OR HOLDING TAXK:_4�6a (Tank must be pumped prior to, or at time of, Inspection) llocete on IM plan) Depth below grsds:,,,gd Materw of tons trvction�i concreterW9metaLtA9 F)berglassi�!Polyethy(eneAE±other(expl►ln) AW AIA Dimensions: Capacity: A7 gallons Design flow: gallons/day Atsrm present Alarm level:---1g Alarm In working order,Yes ,#No& Dst• of previous pumping: Z/O� Comments: (condldon of Inlet tee, condition of alarm and Rost switches, etc.) Ttylit Or ing tanks are nnt- =scan♦- . wTRisvnoN 4ox4lme uocate on Nu plan) Depth of liquid level above ovtiet Invert:�� Comments: Inge It level and disirlbvtion Is equal, evidenoe of solids carryover, rAdence of leakage Into or out of►oa, etc.) 1 uocete on aite plan) Pumps In working order:(Yes or No)Ak Alarms In wofking order IYea or No)-419 Comments: Inote condition of pump chamber, condition of pumps and appunenonces, etc,) Umn chamhAr J a } E$ff revised 9/2/96 hill of It r SUBSURFACE SEWAGE DISPOSAL SYSTEEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PropenyAdd.esa: 182 Scudder Avenue, Hyannis Owner: Wayne Oehme Dae of Inspection: 8/1 //�0�,0 SOIL ABSORPTION SYSTEM(SAS): de0 (locate on site plan, If possible; excavation not required,location may be approximated by non-Intruslva methods) I} not located, explain: Type: leaching pits, number: leeching chambers, number: leaching galleries, number:_ �1 leeching trenches,number, length: V leaching fields, number, dlme dons overflow cesspool, numb r:� Alternative system: Name of Technology: Comments: Inots condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.) Loamy boney sand to fi nP- Cat n as pumping nistory. P n �it�mpPd Nort pumping history. CESS oLs,e on site plan) 7 Vegetation is normal. Soils are dry. (locatNumber and configuration: �],q Depth-top of liquid to IN t lyeri: ? / Depth of solids layer: Depth of scum layer: e r r Dimensions of cesspool: N6 Materials of construction: Indication of groundwater: Inflow (cesspool must be pumped as part of Inspection) Inflow cesspool was nit j11mpPr1 # cess lnc>,l ;.Tar. Z—aj;Gj - Comments: (note condition of soil, signs of hydraulic fallure, level of ponding,condition of-vegetation. etc.) -Same as above PRrvY/&/i; (locate on site plan) Materials of construction: A-411V Dimensions: NA Depth of solids:�fl Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation;etc.) Privy is nnt prPqPmi- revised 9/2/98 putt 9orII SUS3UR/ACE SEWAGE Ct3POSAL SYWTtI'7A WS►UTION►ORJA ►AXY C �. . SYSTDA wFORJAAnoN loan*-od) 183 Scudder Avneue, Hyannis o~: Wayne Oehme DfuFf 8/1 /00 SrXTCH Of SEWAGE DISPOSAL SYSTEM. IACJW40 1104 to at IM%two permanent faleranca landmarks or benchmarks locate NI well$ wlWn 100' (Locate where public water supply comes Into house) \ F fc hill 10 of 11 revised 9/2/98 SV93URFACE SEWAGE D1,09SAL SYSTEM WSPEC'TION(FORM PART C 3� SYSTEM WFORMATION fcondro.-d) 183 Scudder Avenue, Hyannis Ownw: Wayne Oehme Dou of V490cOW: 8/1 /0 0 NRCS Rapon name Soil Type_ Typical depth to groundwater VSOS Data wabsite visited Observation Wells chocked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimsted Depth to Groundwalot—Feet Plesse Indicate &II the methods used to detarmina High Groundwater ElevstJon: _Obtained hom Design Plans on record ZOb�aervsdlte (Abutting properly observation hole, basemaat sump atc.) Deteined from rm local cond101on, Checked with local Board of health _Checked FEMA Maps zChecked pumping records Zhecked local excavato(3• Installs" Vied VSOS Data Describe how You established the High Groundwater Elevetion. Jh!Va be completed) Used water contours map. Gahrety & Miller Model 12/16/94 Pigs llofII revised 9/2/98 nrn r.�w i rw-ter- .wr wo•r.r+��w.wwTwnw+w�w`w�wwn nT�n►^w��w w.n rw�r►-�-+..-'. .. ,-. TOWN OF BARNSTABLE WARD OF HEALTH SUBSURFACE SEWAU I)1SMSAL SYSTEM INSPECTION FORM - PART D — CERTIFICATION -•�n�...... .�..n�-..+wn.awrnw��.rRwn�t.�w.n w.•�-►.w�wrw�.w.�w�� ww •r-.. _. -TYPL OA PAINT CI.GAALY- P1?OPERT Y INSPECTED STREET ADDRESS I's Scudder Avenue, Hyannis ASSESSORS HAP , DLOCK AND PARCEL # OWNER' s NAME Wayne Oellme i PART D CERTIFICATION NAHE OF INSPECTOR Joseph P. Macomber Jr, COMPANY NAME Joseph P. Macomber e"rSon, Inc. COMPANY ADDRESS 86 Centerville MA. 02632-0066 t r v t t Town or City scat• t P COMPANY TELEPHONE ( 508 ) 775 3338 FAX ( 508 790 - 1 578 CERTIFICATION STATEHENT I certify that I helve personally Inspected the sewage d1sposa`1 system nt this nddress and that the information reported is true , accurate , and omplete as of the time of .-inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one ; System: PASSED ' The inspection trhich I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CHR 16 , 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con Trcted has found that the system fails to protect the E)ublic health And the environment in accordance with Title 5 , 110 CHR 15 - 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date = - Dne copy of this certification must be provided to the OWNER, the BUYER where applloable ) and the BOARD OF HBALT'11, • If the inspection FAILED , We owner or operator shell upgrade ' the system within one year of the dnte of the inspection , unless allowed or required otherwise as provided in 3.10 CHR 16 , 306 , partd . doc � 22-• � L o T pro, g i 3Z. `sue- ON . N ry 40D/7-/ON 9• 90 r .� _ ^ ",.tom_« ,.., .. ,,: -...-+. .�.f-,—--- � __��l� -"-ti..;::��., -" 4...1� ,_ .�.. .._- -�•. x-_ { i I PL 0 7- 1.44 4& OF G SHOXI M chi �OYLSAP ' No.alstw3o �y �f6iST ERA� -•, - AIA *o' 7 ZZ, /9 9 i 2W4r* 241-Ul (EX ISTING) Q'1 N S N y - EXIST. EXIST. A EXIST: A/o - ! EXIST. EXIST. EXIST. EXIS W EXIST. -- I EXIST. J BEDROOM LIVING -- , o , NEW W.I.C. 1 3 101 , , REMOD. EXIST. ( 0 NEVI I � � Y � I GARAGE o MASS' STUD t r ATH �J I I - -11 (p /\ / / / \ I ( / __ IF EF II1 �.—1III _—o--—�ii► III,III ©II 2Or ►-m c iI am JJ RANGE AH N BxGE 8E4 CO. DWI NEW KITCHA MCAE 10-4 ASB -_�V— _E--�J1,IIIiIII _ iII,iIII EXIST. IST. (VEAIFY KITCHE 11 3IK LAYOUT HALL ICL I 3-� -EAM ABOVE 0. - BEAM _�HE — REMO FLED NEW \1 LLO TN'. O-.. ._ _ : Ica KWKYLl� MAST PR WLIOhi EXIST. reoVE °BOVE C Lr BEDR ma (VAULTED CEILING) B -----L� BENCH Ww NEW 6 x 6 POST W/ CLOS. n -- , I11 11 ,It 9LJ - 2 f. I I Il 11 co 2r-WA (EXISTING) (ADDITION) o FIRST FLOOR PLAN EXPANDED z +4 � B � lil call FAMILY Iil F�1 LEGEND; ° ROOM B b I B - _j EXISTING WALLS e I A5 NEW CONSTRUCTION T R 0 Q BE REMOVED DECK NEW CONSTRUCTION 0 -SMOKE DETECTOR II LQ CARBON MONOXIDE.DETECTOR Ill II ANDERSENII NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS (ADDITION) (EXISTING) & DIMENSIONS IN THE FIELD ALE: 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, .. DN. » s ' DETAILS, & FINISHES IN THE FIELD WITH OWNER I l -O 3.) ROUGH OPENING HEAD FWHT OF WINDOWS AT :. FIRST FLOOR TO BE V-8"ABOVE SUDFLOOR ' THE DESIGNER SHALL BE NOTIFIED IF ANY "'�" R 4.) ALL CONSTRUCTION TO CONFC)RM TO 780 CMR MASSACHU-SETTS' � ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF STATE BUILDING CODE, SEVENTH EDITION CONSTRUCTUW THE BUILDING CONTRACTOR WILL SE RESPONSIBLE FOR THE CONTENT I&AWUNG NO. : g•) 110 MPH EXPOSURE B WIND ZONE, 2.00 ASPECT RATIO IN THESETION DRAWINGS IF CONSTRUC "`�"' COMMENCES WITHOUT NOTIFYING THE 7.) ALL SHEETS OF PLYWOOD-SMALL SHEATHING TO BE INSTALLED VERTICALLY DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE 8.) THE NAILING SCHEDULE ON SHEET/41 TO BE FOLLOWED WITH NO EXCEPTIONS. ON THE PROPERTY NOTED.ANY OTHER USE OF DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS&STRAPS THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER,THESE DRAWINGS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS' s'-s"t ARE PROTECTED UNDER THE ARCHITECTURAL nmai COPYRIGHT PROTECTION ACT OF 1990. - r-y Q� w Q cq 0 C7 �9" 12 NEW ASPHALT ROOF 12 12 SHINGLES EXIST. 4* EXIST. �..+ y W 00 ? ® In In --------------- TOP OF PLAT O M - V cro I I ILEJ1H I Ila go SUBFLOOR REARELEVATION -0 n U 12 ® 2 EXIST. 4t W NEW RAKE&TRIM BOARDS w TO MATCH EXIST: NEW FASCIA 6 FRIEZE ` BOARDS TO MATCH EXIST. NEW W.C.SHINGLE SIDING TOP OF PLAT TO MATCH EXISTING Q ww w � NEW CORNER BOARDS r TO MATCH EXIST. SUBFLOOR I 00 SCALE INSIDE RIGHT ELEVATION 1/4" = 1'-0'� DATE : _ 6/12/2008 DRAWING NO. : . �. zs'-o"t 24'at V (EXISTING) (EXISTING) V r•� A i Z EXIST.CONCRETE BLOCK W b" A5 FO UNDATION WALLS TO I � REMAIN� � p p I � CL; • CO v I EXIST. FULL w.-. ENT I BASEM x� Ix LC'J 0 , x � EXIST V � ' . - i I CRAWLSPACE S CE EXIST. CRAWLSPACE EXIST. JOISTS i= x S JO! EXIST:2 x 8 JOISTS N to 16"o.c, I i DRILL&PIN NEW FOUNDATION TO EXIST.FOUNDATION WALL I TOP 3 BOTTOM I I P.T.2 x 10 LEDGER BOAR LAG BOLTED 0 D T SOLID BLOCKING W/ 1 LEDGERLOK BOLTS REMOVE EXIST. STAGGERED EVERY 18"o.c.W/JOIST BASEMENT WINDOW I HANGERS AT BOTH ENDS FOR ACCESS INTO II NEW CRAWLSPACE Lu— NEW W CONC. I 4F FOUND.WALLS NEW � IIII � oICRAWLSPACEL 1 F L_ _ J io o NEW 8 x 18" 1 (2' CONC.SLAB) CONC. FOOTINGS—►1 .., NEW 2 x 8 s 15 o.c. I - - - -- --- - — - - — — — — — UP SOLID BLOCKING ' /!� BASEMENT IN THE FIRST TWO WINDOW ) t�l SAYS JOIST Y A5 O � ; 48 o.c. � I 7'-10" F 11'-0" (A DtTION) z 2T-6't EXIST. (ADDITION) I EXIST. CRAWLSPACE l FULL FOUNDATION PLAN BASEMENT 41. W W � I Q B d _ C!� W r—MID-SPAN WINDOW SCHEDULE A5 BLOCKING A5 MID-SPAN BLOCKING TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS _x ( ' n " P.T.2 x 10 LEDGER BOARD LAG BOLTED TO A ANDERSEN TW 2446 2-6 1/8 x 4-9 1/4 DOUBLEHUNG o: SOLID BLOCKING Wi((1)LEDGERLOK BOLTS STAGGERED EVERY 15'o.c.W/JOIST W B VELUX VS 906 2'-6 9/16" x 3'-10 3/4" SKYLIGHT NTING x HANGERS AT BOTH ENDS NOTES: N I Q a � Fri 1. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS W/OWNER&WINDOW MFR. UP PRIOR TO ORDERING OF WINDOWS `� w 2. ANDERSEN 400 SERIES WINDOWS,WHITE W/SCREENS & GRILLES AS SHOWN I V ON THE PLANS. HP LOW E4 GLAZING, TRU-SCENE SCREENS, VERIFY GRILLE TYPE � C/) & HARDWARE W/OWNERS00 �ti+ (EXISTING_ Q W � I � MID-SPAN BLOCKING NEW P.T.2 x 0's 15'o.c. I . SCALE : 1/4 If = I'_0" DATE r� n NEW 3-P.T.2x 17s 6/12/2008 NEW 12"DIA.CONCRETE SONOTUBES TO 4'0 DRAWING NO. BELOW GRADE.USE SIMPSON T.4" T-4" T-4" ABU 66 POST BASE 22'-0" g'.g"t (EXISTING) A3 i NAILING SCHEDULE 261.00t 110 MPH EXPOSURE B WIND ZONE (EXISTING) JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: Q �y Q C.1 BLOCKING TO RAFTER OE O c FTE (T NAILED) 2-8d 2- 10d EACH END � co RIM BOARD TO RAFTER(END NAILED) 2 16 d 3- 16d "-" EACH END A WALL FRAMING: V) W i A F TOP PLATES AT INTERSECTIONS (FACE NAILED 4-16d �' �? v, ) 5 16d AT JOINTS � W,oo to STUD TO STUD ✓ 00 0 (FACE NAILED) 2 16 d 2-16d 24 o.c. W o In HEADER TO HEADER FACE NAILED - ( ) 16d 16d 16#9o.c. ALONG EDGES FLOOR FRAMING. M JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d V � haw 4 10d PER JOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-1 0d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4 16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED)) 3 8d 3-1 d PER JOIST BAND JOIST TO JOIST END NAILED 3_ ( ( ) 16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILEDO ( 2 16 d 3- 16d PER FOOT ROOF SHEATH ING: EXIS T. EXIST. ^ - I WOOD STRUCTURAL PANELS(PLYWOOD) CRAW „ � LSPACE CRAWLSPACE RAFTERS OR TRUSSES SPACED UP TO 16 10d 6� o.c. 8c� �� EDGE/6�� FIELD ai '.. - _ RAFTERS OR TRUSSES SPACED OVER 16�,o.c. 8d 10d 4 EDGE/4 FIELD I GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d " 10d 6 EDGE/6 FIELD GABLE END WALL RAKE OR RAKE TRUSS " 8d 10d 6 EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS I GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4 EDGE/4 FIELD - I CEILING SHEATHING:E THING.. I GYPSUM WALLBOARD 5d COOLERS --� 7 EDGE/10 FIELD WALL SHEATHING. WOOD STRUCTURAL PANELS(PLYWOOD) Lu- STUDS SPACED UP 4 O "O.C. T 2 8d 1Od 6 EDGE/12" FIELD 1/2"&25/32" FIBERBOARD PANELS -- 8d .. 3 EDGE/6 FIELD • 1/2"GYPSUM WALLBOARD 5d COOLERS ^ NEW 7 EDGE/10 FIELD o �+ E CRAWLSPACE FLOOR SHEATHING: WOOD STRUCTURAL PANELS PLYWOOD THICKNESS 8d 1 OR LESS THI „ ,� ,. 1Od 6 EDGE/12 FIELD GREATER THAN 1"THICKNESS y • 10d 16d 6111 EDGE/6 FIELD A Lr 4-S' 6.0' 6 4r 8-0" 3'-6 a INSTALL 5/8"ANCHOR BOLTS AT 72'o.c.MAX ( T W1 SIMPSON BPS 5/6-3 BEARING PLATES PLACE BOLTS WITHIN 6%15"OF EACH ■� CORNER AND TO A 8 MINIMUM DEPTH 27'01 MCI (ADDITION) c/) r T, O W W ANCHOR BOLT PLAN REMODELED NEW IsKYuaHTI MASTER EKKYuaHTI 15' INSTALL S/8"ANCHOR BOLTS AT72"o.aMAX vTER W/SIMPSON BPS 5M.3 BEARING PLATES z BOVE BOVE MUDHALL I PLACE BOLTS WITHIN 6"-15"OF EACH 0 BEDROOM i'°` I I W 5 9' CORNER AND TO A 8"MINIMUM � c DEPTH I I (VAULTED CEILING) J to ' � b, o : 00 SEE NAILING SCHEDULE .---•1 28"o.c. INSTALL 5/8"ANCHOR BOLTS AT 72"o.c.MAX FOR SILL,BAND JOIST A W/SIMPSON BPS 5J8-3 BEARING PLATES FLOOR JOIST,d�WALL A (2)FULL HEIGHT STUDS 6" c PLACE BOLTS WITHIN -15"OF EACH CONSTRUCTION 6(1)JACK STUD PER SCALE . • CORNER AND TO A 8"MINIMUM 77OPENING - n n DEPTH 4'-O" 4'0" 4.a _ (FULL HT.SHEE (FULL HT.SHEE (FULL HT.SHEE 1/4 - 1 0 At Z P.T.2 x 6 SILL W/SEALER (ADDITION) DATE : 6/12/2008 ADDITION PLYWOOD/STUD PLAN ' DR AWING NO. : ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL SCALE:1/2" _ V-0" A4 rr } V NEW ROOF CONST. c� -2 x 10 ROOF RAFTERS a 16"o.c. -1/2"CDX PLYWOOD ROOF SHEATHING OF SHINGLES CONT.RIDGE VENT ASPHALT ROOF 15LB.FELT PAPER CONT. RIDGE NT VE Q � ci - O NEW ROOF CONST. EXIST.ROOF o cv 8'"HI R BATT INSULATION Q �p SLOPED CEILINGS R TO REMAIN ✓^ d" -9"BATT INSULATION 12 12 12 0 FLAT CEILINGS(R-M) 12 W at - 1 SIMPSON H t0 0R H 0�2 HURRICANE EXIST. � EXIST. L[� CUPS AT ALL RAFTER ENDS NEW MULTI LVL BEAM 4t EXIST.ROOF NEW MULTI LVL BEAM � (�] ER SHIELD AT BOTTOM FRAMED) TO REMAIN - (FLUSH FRAMED) w OD ICE/WATER (FLUSH F ) �. 3'0"OF ROOF 6 VALLEYS PROP-A VENT BETWEEN RAFTERS w �� TOP OF PLATE - NEW 10 GYP.BD.ON NEW WALL CONST. o 1 x 3 STRAPPING @ 18" _.c: 2 x 4 STUDS 016"o.c. 1.2x 4 STUDS 0 16 o.c. W/1/2"GYP.BD. 2. 1/2"PLYWOOD SHEATHING REMfJ D. P.T.2x 10 LEDGER BOARD LAG BOLTED TO :EXPANDED 3.3 1/2"(R 15)BAIT.INSULATION SOLID BLOCKING W/(1)LEDGERLOK BOLTS 7C 4. 1/2"GYPSUM BOARD MASTER NEW STAGGERED EVERY 18"o.c.W/JOIST FAMILY V HANGERS AT BOTH ENDS BEDROOM 5.W.C.SHINGLE SIDING W.I.C. ROOM S.TYVEK VAPOR BARRIER �- VERIFY NEW DECKING NEW 3l4 T 6 G PLYWOOD MATERIAL W/OWNERS FIRST FLOOR E S SUBFLOOR-GLUED 6 NAILED SUBf LOOR EXIST.2 x s 1 o.c. S .2 x 8's 16"o.c. S . x 8's 1 o.c. NEW 3-P.T.2 x 12's NEW P.T.2 x 10's 16"o.c. EXIST. EXIST. NEW s 9ATY. EXIST. FULL NEW V'CONC. INSULATION(R•30) EXIST.CONC: ND.WALLS CRAWLSPACE BLOCK FOUND. CRAWLSPACE BASEMENT FOUND. WALLS TO r REMAIN NEWS"x 18" � 5/8"DIA.ANCHOR CONC.FOOTINGS BOLTS a 72"o.c. EXIST.CONC. BLOCK FOUND. SEE DETAILS WALLS TO REMAIN NEW 12"DIA.SONOTUSES ,�► BUILDING SECTION MASTER BEDROOM TO 4'0"BELOW GRADE - A5 B BUILDING SECTION FAMILY ROOM A5 t/) i� PROPAVENT TYPICAL ASPHALT ROOF SHINGLES `�✓ 1/2"CDX PLYWOOD SHEATHING F-1 2 x 10 RAFTERS 150 FELT PAPER SIMPSON H 10 OR 1-110.2 HURRICANE CUPS 2 x 8 BLOCKING TO INTERIOR APPLIED PREVENT WIND 37 WIDE ICE/WATER SHIELD j...y WASHING ALUMINUM DRIP EDGE n V L w FASCIA,SOFFIT i FRIEZE BOARDS [41 x 3 STRAPPING W/ TO MATCH EXISTING 1/2"GYPSUM BOARD 04 1 x CONT.SOFFIT VENT 04 TYP.2 x 4 WALLS DETAIL AT WALL w SCALE: 1/2" 1'-0" C/) 00 SCALE 1/4 - 1 -0 DATE 6/1 2/2008 DRAWING NO. 28'-0"t 24'-0"t V (EXISTING) �..� ►v C) o 0 A ..to -v cn EXIS r�� W 00 � W c) �X I _ EXIST.RIDGE _ F RIDGEL �� �.� .. _ lcr toy --1 I I —J I � � I NEW BEAM = NEW BEAM go SIN NLW BE" o AL � A SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS r-V A5 Q 48"o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF Z SHEATHING 19 4147't 2r-8"t (EXISTING) (ADDITION) 4, co I C/) w B A5 A5 ~ w . w w uo w � ROOF FRAMING PLAN w NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 199 (ADDITION) (EXISTING) UNLESS OTHERWISE NOTED SCALE 2.) USE SIMPSON H 10 OR 1-110-2 HURRICANE 1/4of = 1 I_0�� CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT DATE : W/OWNERS Ell yl 6/12/2008 DRAWING NO. : IA6 (EXISTING)