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HomeMy WebLinkAbout0721 OLD POST ROAD (CT & MM) - Health 721 Old Post Road Cotuit A= 054-011-002 " `� -- No.kpo --------- Fee—• BOARD OF HEALTH TOWN OF BARNSTABLE 01pptitat ion ArVeil Con0ructionpermit Application is hereby made for a permit to Construct (le), Alter ( ), or Repair ( )an individual Well at: - - `Ica-1-�t-�b � �'" t� - -- - _ � L4 �= Location!— Adder rAssessors Nhap and Parcel Owner r Address ------------ -----�1 _- D -� _ S Installer — Driller Address 7— — — Type of Building / '2 Dwelling --- -— — ----------- Other - Type of Building----------------- No. of Persons------------------------------- Type of Well Capacity -- Purpose of Well------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certi ' to f Com 0iance has been issued by the Board of�-!Health. Signed — - — -- - -- - C date Application Approved By — __—_— — _ date Application Disapproved for the following reasons: •----------- � — date . Permit No. ---- Issued---- ---- --te - -- =- - - — date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f COMPUance THIS IS TO CERTIFY, That the Individual Wel Construct ( ), red ( ), or Repaired ( ) by - 3CA) kt., , tL 1 (�' �� (P-4 Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Wf'� 17-Dated_7__-:�L__-1)_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- -- ---- —-- Inspector---- — - - --——-- —---- E ''.-. ••;�' f' � <. -yam . -_ _ 'S-yF'n'-'"" M . z .tip'\. ..�T• ( A �" Fee------------------- ,y BOARD OF HEALTH TOWN OF BARNSTABLE Zipplicat ion-*r Well Contruct ion Permit . r Application is hereby made-for a permit to Construct (PI, Alter ( ), or Repair ( )an individual Well at: a%} 1�-- - ' lAssessors Ma and Parcel "Locatio4=.Address ., p d S� Owner 1 . —--- dress Installer — Driller Address l Type of Building Dwelling ------- Other - Type of Building------------------- No. of Persons-----'-------------- +--- -------- Type of Well- & "1`�k ' A1�. --___ Capacity--� Purpose of Well -A4 11 V4, e-,-0---- Agreement: Y The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate f Compliance has been issued by the Board of Health. Signed - - ---- date t Application Approved By-, - -- /date Application Disapproved for the following reasons:1­7 ------------------ ---_-- - =-—----- — date, Issued--- ---- - - -— ----- Permit No. - date - BOARD OF HEALTH TOWN OF BARNSTABLE x: Certificate ®f COMPhan(e THIS IS TO CERTIFY, That the Individual Well Constructed ( ), red ( ), or Repaired ( ) b -- ^N a' __--- - -- --- ------- JInstaller ,r at -- �` "'�` has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. - Dated:=-�� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- --- — - —-- Inspector-- --- - = ---=--------- BOARD OF HEALTH TOWN OF BARNSTABLE ,g Well Contruct ion Permit �ao� �o - � No. -- -_____ t�r Fee - Permission is hereby granted: to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: f?'��'i Street as shown�n�he ,plica on f r a Well Construction Permit �� VV a -� .,---------------------------- 4No.- -- —-- Date - `�E �-- Board of Health DATE— —— - JRN-3-2010 08:05 FROM: TO:15087906304 P.2 Massachusetts Department of Environmental Protection 11001,52531 4 Bureau of Waste Preve t 0r) —Air Quality Decal Num"r Project Revision Notification For Asbestos Notification ANF-001 and AQ 06 ImpoR8nt7 When filling out A. Facility Location forms on the J001 DASS RIVQR computer,use only the tab key 1.Name of Facility to move your 13 FRESH HOLDS RD ctusor-do not 2.Street Address use tno return �...- key. D MA . 4.Stets 5.Zip Code � 5083944441B 6.Telephone Number . � I INSTRuc-nONs B. Project Cancelled 1. Thin;forts is only available nor Check here if this project Is/was cancelled. online IflIng 0 project date revlslons. 2. Enter project decal number. C. Project Dates 3. Validate that 0711 ZlZ012 07f1212012 the project Iocadon Is correct 1,Ori inal Start Oath mmldd for the entered �"" _�._. 4. al.En 3.Latest RevlSed Stan Dote(nWcldJyyyy) 4.Lat®eat Ravisad fend Datn(mmlddtyyyy) 4. Enter your now project dates. 5. Certify your sib lm d D. Revised Project Danes changes. 07111/2012 1 10711112012 1.Revised$tart Date(mmlddlyyyy) 2.Revi4ed End Data Date mr a 7y)yy) E. Other Project Revisions F. Revision Histo anfO6pdrtm&c•rev,215/04 JAhl-3-2010 08:06 FROM: TO:15087906304 P.3 Commonwealth of Ma$sachusetta a 100152531 Asbestos Notification Form ANF-001 Decal Number When filing out •A Asbestos Abatement Description forma on the Computer,use I. a.is this facility fee exempt-city,town,district,municipal housing authority, owner-occupied only the tab key residence of four unit$or less?Q Yes 0 No to moue your cursor-do not b. Provide blanket decal number if applicable: use the return $Ianket kcal Number key. 2. Facility Location: JODI BASS RIVER 13 FRESH HOLDS RD b, treat Address BARNSTABLE MA 02601 (508 394- 4a c.City/Tomd.Siate a-zip Cade f.Telephone Number INSTRUCTIONS 3. WOrksite Location; 1.All sections of this [SAME form must be a.Building NameBuilding Location b.Building V> as Wln�g d,floor e.Room" completed in order to comply vAth 4. Is the facility occupied? []Yes El No DF-P notiflo0on requirernents of 310 GMR 7.15 5. Asbestos Contractor: and the Division of powpational AtR$AI=E INC 61 ENDICOTT STREET' �Y(om a.Name notification b Address fequirements of 453 NORWOOD 102062 1 J7817623390 CNIR 6.12 C-pityfrown d.Zip Code e.Telephone Number AC000464 cense Number g.Contract Type: Written ["�Verbal as act rsa, contact arson's Title t3 JAIME E AMAYA ASOM847 8.Name of On-Site Su ervisarlhoramart b.Su sorfForsrron 008 Cett11 cation Number 7. rSAM COHEN AM060787 A.N9me et Pro Monitor b.Proiect Monitor D05 Gartificatian Number ENYIROTEST LAB$ AA000126 a.Name of Asbastos Ana cal 1.ab 0 9 07112/2012 07112f2012 a.Pre act Start M iiTE!"HIRE b,End Data nw9d yyy} 0 7AM-6PM G 'ork houis"`lQTo n. oun: aC un. 0 10. a.What type of project is this? o ❑Demolition ❑Renovation Repair ©Other, please specify: b.Describe a.Check abatement procedures: ° Glove bag ❑Encapsulation o Enclosure 0 Dispoaal only iL Cleanup E]Other, specify: Full Containment b.Describe x 12. Is the job being conducted: R]Indoors? D Outdoora? anf001 ap.doc•10102 Asbestos Natlficatlon Form•Page 1 of 3 JRN-3-2010 08:06 FROM: TO:15087906304 P.4 Commonwealth of Massachusetts ■ 100152531 I Asbestos Notification Farm ANF-001 °eca umber A. Asbestos Abatement Description (cont.) 13. Total amount of each type of Asbestos Containing Materials(ACM)to be removed,enclosed,or -encapsulated: 0 30 a,Total pipes or ducts(linear b'rroi-BT61 er b aces square o.Soiler,breaching,duct,tank 30 1d.Insulating cement L.�..___.�_I burleGE coatingsLm.ft. a. R a.Corrugated or layered paper 'f---�` pipe Insulation Li`0-� ft. f.Trowel/Sprayer Coatings L nl fl. $q,ft. g.Spray-on fireproofing n� ft. h.Tmnalte board,wall board i.Goths,woven fabrHcs j,Other,please specify: Lin.tt. Lin,ft k.Thermal,solid core pipe insulation n.tt. tt, Spscjfy 14. Describe the decontamination systems)to be used: 3 CHAMBER DECON 15. Describe the COn1119in0ftation/diaposal methods to comply with 310 CMR 7.15 and 453 CMR 8.14(2)(g): 8 MIL POLY LAGS 16, For Emergency Asbestos Operations, the DEP and DOS offiCiale who evaluated the emergency: a,NAIMS or LJOY o5 e c- ate mmVd of AuthO hon d (T Wow®r# e.Name of D6§MU (a6S'6 cfflTaT'ffifii "---�-- g.Date(mmlddlyyyy)of Authorization h.00S.WaiYati TM� N 17. 0o prevailing wage rates as per M,G.L.C. 149,§26,27 or 27A F apply to this project? Ll Yoe No B. Facility Description RESIDENTIAL o 1. Current or prior use of facility: - - -•W�---- - a 2. Is the facllity owner-OCCupled residential with 4 units or less? q Yes El'No SAME a.FaciliN Owner Name b,Address O o G Cit JTawn d,Zi Coda phone Number(area Codes a and extension 4. a,Name of ad4Fi Owner's 0"ite Manager b.OnZte Manager Addreaa z d c.City/fown d.Zip Code a.Telephone Number(area code and extension) an1001ap.doc 10102 Asbestos Notification Form•P 2 of 3■ JAN-3-2010 08:06 FROM: TO:15087906304 4 P.5 Commonwealth of Massachusetts 100152537 Asbestos Notification Form ANF-001 DOWNumtter B. Facility Description�Y p (cont.) S. a.Name of General Contractor b.Address i p-C.Y/Townd.Zip Code e.T-alsohone Number fnrpn code and mden§lon f.Contractor's Workees comp.Insurer ,Poliry Number Qh ;;Daie melee 8: What is the size of this facility? a Square Feet "` Lbw."Number of floors C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(if necessary); AIRSAFE Note:Transfer a•Neme f r nS arIer b.Addmsr. stations must comply with the Solid Waste C.Ckyrf own d.ZpL- ---Cpd�I s.Telephone Number Divlsfurl 2. Transporter of asbestos-containing waste material from removal/temporary site b final disposal site: Regulations 310 CMR 19.000 a.Nama of Trans orter b.Address C� ITown d Zi code o.Tolophona Number 3. r_ a.Refuse Transfer Statlon and Owner Add,g$g T� C Ci own d.Zi .J e.Telephone Number 4. Mi ERVA ENTERPRISES INC a.Final Dia oeal Site Location Name b.Final Disposal,Bite Location Owner's Name 9000 MINERVA ROAD WAYNESBURG LOW"— al Dhs Site Addmr, d.Ci !town 44688 0.$tote f.Zip Code g.Telephone Number O D. Certification N The undersigned hereby states,under the DF WALSH ° penalties of perjury,ittElt he/she has read the e.Nam t%Authorized Signature ° Commonwealth of Masuchusstts regulations ILVP for the Removal,Containment or r Encapsulation of Asbestos.453 CMR 6.00 and c.PDsitlonrrlrle Date(W106. 310 CMR 7.15,and that the information (767)�62-339a JAS contained in this notification Is true and correct e.Telephone Number ,.Represenlinq ° to the beet of hisfher knowledge and belief. 161 EN DICOTT o .Address u. NORWOOD 020ifi2 x h City/Town i.Zip Code i r9nfM sp.doo 10102 Asbestos Notification Form•Page 3 of 3 Darren Meyer, R. S. 17815850293 r P. 1 I � � Town of Barnstable Regulatory Services Thomas F.Geiler. !Director teaAxarnsi.E. . ;g. Ate,$ Public Health Division Thomas McKean,Director 200 Ni lain Street,Hyannis,!VIA 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form n Date: CO�r� Sewage Permit# Assessor's MaplParcel Designer: t�l('. r 6 ([I✓I$ +�C - Installer: Address: PO a'Iy! Address: _ 7 On (date) (installer) was issued a permit to install a septic system at 151 W-M 0 /_AWE, based on a design drawn by &,nl (address) —Mr��t ��G'` dated � —— (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as 'zterai relocation or the distribution box and%or septic tan:t. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateraI 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 'ygSs9cy a DARREN. K MEYER (Installer's Signature) No:; t140 '�EGISSE � (Designer's Signature) (AffN Designer's Stamp Mere) PLEASE RETURN T 3LE PUBLIC HEALTH DIVISION CERTIFICATE OF CONIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE B\RNSTABLE PUBLIC HEALTH DIVISION THANK YOU Q:Health:Septic/Desi6mcr Certification Form 3-26-4,doc I I Commonwealth of'Massachusetts Executive Office of Energy &Environmental Affairs Department .of Environmental. Protection' One Winter Street Boston,*MA 02108.617-292-5500 DEVAL L PATRICK RICHARD K SULUVAN JR. Governor Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant:Governor Commissioner June 29, 2012 Carole Pieper Re: City/Town: Barnstable 721 Old Post Road Residential Property Name: Carole J. Pieper Cotuit MA 0263 - 5 . UIC ID#, UIC ID#: MAS41A020225 5C2 Program: Underground Injection Control (UIC) Action: Approval to Install UIC Class V Well Dear Ms. Pieper,` The purpose of this letter is to issue Massachusetts Department of Environmental Protection (MassDEP) approval to install an open-loop ground source heat pump well. This approval is only for the installation of the GSHP Welland is not an approval for system start-up. In,all future correspondence.regarding this UIC registration please make reference to UIC Registration # MAS41A020225-5C2. If you have questions, please contact me at 617-292-5859 or by e-mail at or by fax at 617-292-5696. : s --a Sincerely, 4 - w>a Joseph Cerutti ct- UIC Program Coordinator MassDEP Bureau of Resource Protection cc: Rodney Tavano, Tavano Mechanical (via email) Rick Rondeau, MassDEP=°DWP Section Chief—Southeast Regional Office Chuck Shurtleff, MassDEP-BRP\DWP - Southeast Regional Office David Burns, MassDEP-BRP --Southeast Regional Office Terry Dayian,.Mass DEP-BRP\DWP Southeast Regional Office Barnstable Health'Director, 200 Main Street, Hyannis,`MA 02601 File Name:Y:\DWPArchive\BOSTON\Barnstable-MAS41A020225-5C2-UIC-2012-06-29-CLI.doc This information is available in'alternate format:Call Michelle Waters-Ekanem,Diversity Director,at 617-292-5751.TDD#.1-866-539-7622 or 1-617-574-6868 MassDEP Website:www.mass.gov/dep Printed on Recycled Paper UIC Registration Application—Approval to Install UIC ID#: H _ MAS41A020225-5C2 Facility Name: Carole J. Pieper Address: 721 Old Post Road Cotuit, MA 02635 (Town of Barnstable) Owner: Carole J. Pieper Operator: Same as owner Contact: Same as owner Well category: Open-loop ground source heat,pump (GSHP) . Well type: Open Doublet (5C2 EPA Category (old category 5A7)) . Number of wells included in this registration: 1 Number of entry points included in this registration: 1 Chemical Additives: None UIC registration application preparer: Rodney Tavano, Tavano Mechanical, Well driller: David Jenkins, Paul Jenkins & Sons, Inc. System installer:! Tavano Mechanical System designer: Tavano.Mechanical This UIC well registration`authorization for approval to install a Class V UIC well is contingent upon meeting the following requirements: The ground source heat pump system shall be installed with an automatic system shut-off device in the event of significant pressure loss in the refrigerant system. This approval is based upon the assumption that the proposed UIC well installation (including setback distances) shall conform to the requirements that are described in the MassDEP Guidelines for Ground Source Heat Pump Wells (Revised-January 2012). Any deviation from those guidelines requires prior approval from MassDEP. • Upon completion of the well and heat pump system you shall complete and submit a UIC Class V Well— Completion of Construction Notification Form. . You are required to provide the above referenced UIC Registration number on all future correspondence with the MassDEP Drinking Water Program(DWP) related to these wells. . All correspondence shall be sent to: MassDEP/DWP, 1 Winter Street, 5th Floor, Boston, MA 02108. You are required to maintain a copy of all the documents related to this permit application. This registered UIC well and/or system shall be properly maintained. No chemical additives are allowed for any water that is discharged to the UIC well. No otheractivity is allowed, within the area of this registered UIC well that potentially endangers an aquifer, as defined by the MassDEP/DWP as an underground.source of drinking water. Any change in information requires submittal of a UIC Modification Form. {: Prior to receiving system start-up approval MassDEP requires that groundwater laboratory analyses be completed and submitted to MassDEP on a raw water sample collected from the supply well and a post heat pump sample analyzed for coliform bacteria. Historical laboratory analytical reports that may exist for the supply well may be used to meet some of the raw water testing requirements. See the Guidelines for Ground Source Heat Pump Wells for a list of the required laboratory analytical work at the following web site http://www.mass.gov/dep/water/drinking/uic.htm (2nd item in the "Guidance" section on the main column). Please note that because your property is located on Cape Cod, MassDEP does not require testing for gross.alpha, radium,.and uranium. - You may submit the laboratory results in stages. For instance, you may wish to submit the raw water analytical results prior to the installation of the heat pump equipment to make certain that the well water is approvable'as a groundwater discharge. If the raw water results are acceptable;you could then install the equipment and collect the post heat pump water sample for bacteria-analysis. Please also be aware that the issuance of the above referenced UIC registration number is only for the return flow associated with the GSHP discharges and does not constitute an approval for use of either the supply or the return well as sources for public or private drinking water purposes. There may be other local F Page 2 of 3 permits, ordinances, or regulations that apply, including but not limited to board of health permits for well installations, plumbing permits, and building department regulations regarding trenching work. Based upon the information provided in the.UlC application submittal„the GSHP'discharge well will not be used for the dual purpose.of drinking water. Please be aware that,if the well is to;be used as a source of private drinking water in the future it would require.an-approval from the local board of health. The issuance of a UIC registration number by MassDEP does not supersede the requirements.,of any other.state orlocal regulatory entity. The local board of health should be aware that MassDEP no longer requires the submittal of site plans showing the proposed.well locations for open-loop ground source heat pump wells when the applicant indicates that the geothermal discharge well is not also being used as a source of drinking water. Please be aware that the MassDEP Drinking Water Program (DWP) may revoke or change the approval of this registration application at anytime if the MassDEP/DWP determines that the use of this UIC well is not in compliance with one or more MassDEP regulations or guidelines. Pats Z of� . Town of Barnstable P# 1 3 yl) • �f�Ne row o Department of Regulatory Services 8AMSTABLE• 3 Public Health Division Date., y MASS. 200 Main Street,Hyannis MA 02601 �lfD MPS Date Scheduled I 6 Time Fee Pd. Soil Suitability Assessment for Se e Disposal Performed By: V P, G f 5"A Witnessed By., LOCATION & GENERAL INFORMATION Location Address `1.21 C5\dl ���� j Cm�oI•V Owner's Name a k--Ga Vle-eer• 7ZI b t.-k Qz.�yt- Address Assessor's Map/Parcel: ©54/C5 /%—002 Engineer's Name ` (-w"e-, A. UD 1 s,« NEW CONSTRUCTION X REPAIR Telephone# ^ Land Use Slopes(%) O— 30C-7� Surface Stones hoA_g_ Distances froni: Open Water Body 130 ft Possible Wet Area It Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street nnme,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) cJ cc �s Hxc.tn;aat' dJ l�c+ir'r�l LU cm 5 ~" Parent material(geologic) (.l Depth to Bedrock le\ p Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping front side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST ®ate qj/ljlj Time Obscwatlon Holed 1 Z 3 Time at 9" a Depth of Pere 7� �_ Time at 6". Start Pre-sonk Tine a 11 I in I h3 m Time(9"-G') End Pre-soak(u ac 6(4.do Sculr, I 1'7-0 - 11 �1 7 RateMinAnch S ►�t���lnc4 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PERCFORM 2006__O9115fa ,: DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)_ . (USDA) (Munsell) Mottling (Structure,Stones,Boulders. .. - Consistency,. Gravel) G -/v L�� Loon .5 /o Ye. ��z -®- .Z2 a10 22 cal uNt 514'a PS' 4f6/��13��� C Mcot�uw, 5uw�l to ,?l2 7/H — No. a b r DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture.. Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grovel) G_ /Z'� o a lay Saves( 10 Y R 3/� — o 1'K' 113 Nei We-k,r 061erv� DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,° Gravel) i')1e-dlvYn. SaKGI -- s�o cda Ire C*XerVLJ- DEEP'OBSERVATION HOLE LOG Hole# t_f Depth from Soil Horizon Sol Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,°o vcl 6-1z' Ap Leo,.,y Saxe! l'G '1k -7/2 -- 12„_ Oh se,-tom 'Flood Insurance Rate May): Above 500 year flood boundary No— Yes V Within.500 year boundary No-1Z Yes Within 100 year flood boundary No ✓ Yes Denth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? s If not,what is the depth of naturally occurring pervious material? Certification I certify that on / (date) I have passed the.soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise an.d experience described in 310 CMR 15.017. Signature � Date Q:HEALTI/WP/PERCFORM J i \7EE�\ �Fp PR ECT BENCH ARK NAIL SET�z \ ` 30.25 NGVD iPp �NE RE7rAII4ING $DTP f, POD / I PROJECTIENCHMARK i - EL 27.67 y�G�'VD�' 170 i 1 1 I - --- 7p)�0, �` x Fg, APPROXIMATE\ ?�q ITop OCATION OF SEPTI I TO c ` COMPONENTS (FIELD J� .. ' LOCATION NEEDED LE / it �1 i ) � O pf ,q� `\\ `\ PRIOR TO COMM-ENCING WORK) �+ \ LANDSCAPED Jill I TREE I I .'LANDSCAPED ti �O h LAWN cptip / 167412 1 o. 40 wppo \ I i STow CV ��\ , \\ - �o �Nc �•e 3os At 0 I -Ze .� •A\¢ �( rOP B. 721 aI R posA- RJQ C%4,,,+ \� POV D OF- pp I c��NInO ST04' OF' O, i BRUSH \� `� C� \�. - �%o .� ` \ LAWN, i TOWN OF BARNSTABLE •LOCATION SEWAGE# )40 1(�3 33 JVILLAGE C�a L�a i ASSESSOR'S MAP&PARCEL -f'* D e(—001._ INSTALLER'S NAME&PHONE NO. •G• Q•/'? 7 f-���� SEPTIC TANK'CAPACITY _3000 -6.4d LEACHING FACILITY.(type) (size) NO.OF BEDROOMS OWNER (C PERMIT DATE: 40-4-1-.40 0 COMPLIANCE DATE: 9 �a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -f-16 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 5b Feet FURNISHED BY �; ��5�- I � ? . ._�..�., O. � � I.�sp�-La orb � Gi,""�` � � �' � � • � i ��'r s 3 �' t o � � �i �� o � � ��� �� No. Fei- THE COMMONWEALTWOF WASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Misposal bpstrm Construction permit Application for a Permit to Construct 0 Repair( ) Upgrade( ) Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. -721 01 a¢ 1:65-4- R4I C3lu ff Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 05416//-00z 7z4 btce Pos4- v2d ,Co{-vst, 6263S" Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. SCS-7')/-75'Q2,c1cF C�r-771 - 54-c ew A. W a(S"., PLC' 2►.l�tiCT�+! lH +�S 9399 7fr or Sd-rcc� kn Type of Building: Dwelling No.of Bedrooms Y1(nG Lot Size 2,$3 arcc s sq.ft. Garbage Grinder QVo) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) R 0 gpd Design flow provided I t(34Z gpd Plan Date 1123 L// Number of sheets yicv0 Revision Date V,50 Title Wc- -(r_kAs faeV'm4 PtrAh - Sc12hc, 53sk-m P(..H Size of Septic Tank 3000 1 dons Type of S.A.S. "ch(".j C_6mbwe- 85`)c /2)x 2f lit. Description of Soil p IZ, JC3 , to s s vr, r,(.0 H P-13 W 2-. , 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 Enviro de and not to place the system in operation until a Certificate of .1 Compliance has been issued by this Board of H Signe Date Application Approved b PP PP Y Date M -6 -��/�_ 0 Application Disapproved b Date v 0 for the following reasons N Permit No. Date Issued No. G ` .) T Fee i` 4� mputer:' THE COMMONWEALT OF 6ASSACHUSETTS Entered in co " PUBLIC HEALTH DIVISION - TOW I'OP�BARN STAB LE' MASSACHUSETTS Yes "Application for bisposar°,6pstem Construction Permit Application for a Permit to Construct(�. Repair( Upgrade( ) Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. 7 21 01 eF f:6s4w Rcf)4 c&u t'1-' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0$4 6//-o0Z 7 z4 61 ce Rst- rZ P 4-v,f-, 62 b 3.s' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. SCE'-77/-7502,rvc /3 771 - S+-�ple-a A lSrm, 17L S�J�uCt/W M�Ni�S9 9 0 7£r o Type of Building: Dwelling No.of Bedrooms Lot Size 2,F!,3 sq.ft. Garbage Grinder(No) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) q 9 0 gpd Design flow,provided gpd ._Plan Date V2 3/I Number of sheets ei ," k. Revision Date+ 94; Title ( f�4r. •ems PC v--t P1&4 S c P Size of Septic Tank 3 p If.11c,"e Type of S.A.S. 6�►,, (�s. „' s'�tZ X 2► A f Description of Soil ! (c aP_ :3,y/Z ' 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 i accordance with the provisions of Title 5 of the Environme ta ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health./ r Signe Date Application Approved by Date c _,2 d/ 4 Application Disapproved byCr Date v `for the following reasons N Permit No. ;�c)j/ _3 ? 3 Date Issued ---- ---- ---------.-.------ ----,-- ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by / Q /�%i d (.ai71 (- rd° at 772 ) has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a—0/. dated Installer Designer #bedrooms Approved design flow 9 / D gpd The issuance of this permit shall not be construed as a guarantee that the system/will font i• as-designed. Date �� 1 �� Inspector i, No.�p 1 �3 Fee -- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal 4ppstem Construction Permit 1 Permission is hereby granted to Cons ct(� R pair( ) Upgrade( ) Abandon( ) System located at T u1 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this perm'U. Date I U �j ' �., �/ Approved by ylr,i �_ A- SEP-18-2012 13:15 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 Town of Barnstable Re&-lathry Services Thomas F.Geller,Director Public Realth Division !LesQ 'Thomas McKean,Director w--- - 200 Main Street,Hyannis,MA 02601 Mcm 508-862.4644 Fax: 508-790-6304 Installer&Designer Certification Form ;pate: `�'I N�UI& Sewage Permit# 201 f` 3 5 3 Assessor's Map\parcel —od� Designer. __5d,11Rh �__dWilan—ft, Installer: b h-Le Address: Address: P.O.,!Ays MY • ,2� ti.k, -�,���.�rsds_� a Vr1�tra. c`a��`t8' on &i- Ga' t}_ �o r -�!' � Cr�s'k. was issued a pemit to install a (date) (installer.) septic system at -7 22l D(A Co lw►1 t based on a design drawn by (address) �r 5f I o^ A dated , 41� 2eu l (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local;))regulations, flan revision or certified as-built by designer to follow, tH OF Mqs b� $TEPHEN �G ALL,YN r�r+ (IDstaller's Signature) WILSON y No..30216 w /81 ����w� ssro�AL esigner's Signature) (Affix Designers Stamp. ere) MJA1,;F_ Rl;'CITItLT TO BARNSTABLE T'1J13TaT � ALTH DIVISIOLY, CEItTI1F,CA E 0.M? CONML16SCE E I T) 12M B -B ItECET"n'� THE BA STOLE PUBIG,LC HEALTH DMSTO.N.TFiA��Cl4�'�,,TT Q.HealtWSeptidDaeiper Certirle4tion'Form 346-04,doc t Town of Barnstable P# Department of Regulatory Services . i,uasar RM 3 Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled 1 I 6 Timm Fee Pd. [/ Soil Suitability Assessment for SeuWe'Disposal ) Perfomted By: S.��— IS (, 1 say. - Witnessed By. LOCATION&GENERAL INFORMATION Location Address '721 O\d2 JRJ, Coif Owuer'sNama CIe{,ca Oiepe• 7ZI vl-k Syr ;U Address COiv%t Assessor's A, UD,Ma 6 f l—0o Z Engineer's Name S b,e„� t,sK w pn'areal; 45 5'4� 4W+ NEW CONSTRUC110N X REPAIR Telephone q — Land Use 'Re s,CL& .i r Slopes(%) 0— -307 Surface Stones h art e- Distances train: Open Water Body 1 3 6 It Possible Wet Area ft Drinking Water Well ft r Drainage Way ft Property Llna It Other fi SIMTCH:(Street namc,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) Scc {}'rizcLiaab I7^t�G Vl LZ CZ-1 Lz O r:i Parentmatcrlal(geologic) L CI ( CL±W!ka(1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal Hlgh Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing In obs.hole: In. Depth to soil mottles: In. Depth to weeping from side of ohs.hole: in. Groundwater Adjustment ft. -index Well g Reading Data: Index Well level Adj.factor Ad].Groundwater Laval_ PERCOLATION TEST JJLU Tima Obsera[lon Time of 9" Hal'g'N 9 2 3 . Time at fi Depth ofPero Start Pre-soak Tlme QQ I I Ip !l o Time(9"4") End Pre-sank(v ae 6ta•k Volt) l(: -0 11 .3 7 RateMin.dnch 3 Mu�Inc4 Site Suitability Assessment: Site Passed .Site Failed: Additional Testing Needed(YIN) _ Original: Public Health Division Observation Hole Data To Be Completed on Back--- ***If percolation testis to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM C�2c�oa—O�Fi;Oj " DEEP OBSERVATION HOLE LOG Hole#--,I— Depth from Soil Horizon S311 Texture Soil Color Soil Other Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders. Consistency,%Gravell p" Z2 a �t>crn 54n'4 /O yK V13 -- 22` (�leaGuHt Su+w( lDyte �ft u` ,� 5vatra Mid vm 5eiKA 7/Lf — No a 6 r DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Sol]Horizon Soil Texture. Soil Color Solt Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) (�—/2°. . {� �oam SGvtcl Io.YR 3�3. . — /2 2�/b 4-a-Y 57a4 m Yl4 V/'1 zH"l32`' C rncGlicwr s ac/ ./O f K (13 — Na U2 r O serve + DEEP OBSE RVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA). (Mansell) Mottling (Structure,Stones,Boulders. Consistency.s el G� a 4p Locm 5at+cQ M le 313 q`- ti t^at�y saN.¢ to 'PW S16 — 2y'''13�.° C V11edw.n Sor,o1 (o `PI? `/�f — II /tlo CJ k, c%ve DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Solt Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consi tency.%Graven d-lZ v AP L�My SaKd to Yk 3�z — 2i-.IZpY C /4c4" 5an'4 IOV12 6114 A)o (je fez Oh%C'V= 'Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No JL Yes . - V Within 100 year flood boundary No V" Ye s_ .11 Denth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y s If not,what is the depth of naturally occurring pervious material? Certification !9yS I certify that on 1 (date)I have passed the soil evaluator examination approved by the Department-of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date (�2C6o-osFs,'v� Q:H EALTH/W P/PERCFOR M �TREES\ Fp PR ECT CH ARK NAIL SETS ,1 30.25 NGVD T' F �NE RETAINING MIGHTDTP i1 L PROJECT EL 27.IENCHMARK P0� ` 67 SE,f " \ �\ \ \ 1:21111I / 17pp \ I - -----• l A)?O, ��\ I x\ y� APPROXIMATE. i t tsTq iTpp ` ,, LOCATION OF SEPTI t �� �dr ���� COMRONEh'IT5 (FIELD J t i1 i TpH i c0 LOCATION NEEDED LE / ` PRIOR TO COMMFdCIN•G WORK) LANDSCAPED �' I `• :'LANDSCAP �/ O,?, LAWN' ITREE4i : n ,hti �,� h / c°N Q t :J Q g c`3' c i 9 O ' \ o c s• I i do F G I \ I AN �Nc Cb, 3os sroR 4St Sol 721. OI a pc,s� R , C o 1ti Q \�� 1kN Q or F 4.4 2S ., Op I ) 'NmO °4F 0 '� �� BRUSH LAWN TOWN OF BARNSTABLE L0,CATION "7aI otn rf,D, SEWAGE # an-/ V1 AGE � ('� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �6 '�A r SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS- _PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER fq r-O&<7`, DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No - � r 6„ o - - - - _ - - - 6 d � ,6Ps • A. �� l� (P12 3o r VC SON S EWAGE PERMIT NO. x � m � � � V):LLAGE A i INST LL R'S ME i ADDRESS h OR OWNER �., , DATE PERMIT ISSUEDy 7 a DATE COMPLIANCE ISSUEC+ � � - _ � 1 �a oQ `? s ' No. � .............. 'THE COMMONWEALTH OF MASSACHUSETTS, cE BOAR® OF HEALTH ...............racy nl.............OF.....: -----------------..__. . ............... Appliratioaa for Di"vii al WorksTustru mina ramit Application is hereby made for a Permit to Construct or Repair {X,) an Individual Sewage Disposal '7.M-0: C)L2) Location-Address �1V � or Lot No .............•--� 1.r� inn. h:v�h'caa�r.....Sal. ,!_.. 71...O1c�_...tc��a...:.tA�_sg........................................... f- Address " .,.�. ..........Sr...p 1-If•;-•.._.!-Z If..................................... ........cC2.i7a1t...................................................................... 1 Installer Address Q Type of Building Size Lot____d_ts3_Ac ------St.4ee;_ Dwelling—No. of Bedrooms____.__`.....v..!'.______________________Expansion Attic (No) Garbage Grinder 04) '4 Other—Type T e of Building __ .____ No. of ersons___________________ Pr YP g -•-------------•--- -• P --------. Showers ( ) — Cafeteria ( ) Q+ Other fixtures ---------------------------------------------- W Design Flow___________________________________��_____gallons per person per day. Total daily flow...................._.........T7Q...gallons. WSeptic Tank��y Liquid capacity_ _gallons LengthJ.l:-11�.._._ ��'idth__ �: �'_.. Depth_`-_£3.- x Disposal%=—No._..S!?�_.______. Width......a.I.______ Total Length.....Z8___...... Total leaching area____(&07—______sq. ft. Seepage Pit No-----------_------- Diameter.................... Depth below inlet.................... Total leaching area___...............sq. ft. Z Other Distribution box (A Dosing tank ( ) Percolation Test Results Performed by-__ _tp�lun._!�__!�;tss�s�..fei: _( _Y.�_.___ Date...Dcir _. Q.;_19. a Test Pit No. 1.....P.........minutes per inch Depth of Test Pit----t Z4'_____. Depth to ground water.. G4 Test Pit No. 2......--....minutes per inch Depth of Test Pit....d:4'4......... Depth to ground water_r, e--- �;r --- aj ...._----•-•-----•--•-------------•-._._._..__._.._..__......--•------._._.. ......-----------•---...............................•�, y -•�;-r.:p���IJ Description of Soil----TP__ ._�_i _.:JK-----.S.cet �c.:IO�±�sal. _ � nel�--ids---J-�4=---.►Yllce ta_StcQ______________ R t7 _ YI •�.. ,t c �/_ �I y�ry� /�' Cam,,,,ff .n V) �a _ T.- --_:- _36-)-J_Q .2Clt.T._` __b. lt__ ______ ___ /1JGCJ.�IZYn_._.__._:Y3.__.__ �tr ------------------- ------------------------------------- ---------••---------._...--•-------...------------•----------------•-------•---------•---•-----------•--•-•----•--•-• �r <,�'`�' �. - U Nature of Repairs or Alterations—Answer when applicable._.___ lx�,cQ�+a___:t ___-� � _h+��_..t rs'. �®o�s �Sc- A1L- I� ...%JParriz.----W►:R1---YLe"a---.)45 zk_X s P.�+ lywj... .................................................. Agreement: i• s-89 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with /'1S--. the provisions of TT u-i IL 5 of the State Sanitary Code—The u ersig further agrees riot to place the system in operation until a Certificate of Compliance has be issue b t oa f health. Signed--- - - ---------•--•----------•---•- Date Application Approved BY........... ----D: ..... ................................... - 2" 1. Date Application Disapproved for the following reasons:-----•--------••----•-••-------•-----------------------•---•----------------..•----------------------------•••-- -----•-----•------------••------•--•-------•••-•-•----•-------•-•---•----------------•••--•-•--_.._.__...__....._...._....-••------•----------------•---••-----•----•-•-•---••-•--------•-=------------- p� Date PermitNo.......... _. - ------------------------ Issued....................................................... Date f f x r. 111-1 ................ No. ............_... Fizs°.... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. der e n/..............................OF....... ri +i� `/3e: . Appliratiun for Diupuual Workii Tonarnrtion rrutit Application is hereby made for a Permit to Construct ( oG epair ) an Individual Sewage Disposal System at• ...7 1...� L,2).__P. Location-Address or Lot No. jW'Y - <4Ad.......................................... Address ........... ........................................... Installer Address QType of Building Size Lot____: __ _ ..__S -..f Dwelling—No. of Bedrooms....::: �v G K,......................Expansion Attic (N/t Garbage Grinder (A),) pal Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ............................................................... A: W Design Flow....................................________gallons per person per day. Total daily flow-------------------------__._..�.70__gallons. WSeptic T6n ey�I iquid capacity_ .gallons Length_ _'_! "___ Width__C� _�°'.._ Diaxrnte ---------------- Depth_:.!`.- l' x Disposal T"Tfdl—No.-_-:��x.._...... Width...•_41._..._._.. Total Length...... O..._.____ Total leaching area....(a-CJ------sq. ft. Seepage Pit No-------------------_ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (X Dosing tank ( ) Percolation Test Results Performed by.-. J_s104-t?_ S.W� .... Date...9�s.... ,ILI Test Pit No. I....i�...._.._._.minutes per inch Depth of Test Pit----6:L0.�...... Depth to ground water-.-___ fz, Test Pit No. 2......._•___-...minutes per inch Depth of Test Pit-.:_IAA-::::::: Depth to round water.- . ........... 9n P P P g � � a+ --------------• • sTEPHEP gG - r ._ as colldY i�!?.zct c--n + tr Ia Ir ALLWI r Description of Soil t 1 ax! 1 _----------------- F �4 P f wr �j w i ... .2. .w`"fc I(. C_�-.�...>.5�..�c,.Ct� _«r�'? '__.._�:..�_---- 1,�fS.Yf..f 1 -----a'1 .--'---•___•------... ,ii,. __._._._•_._._�•_...---__._.y.._._. ' ._ _. ...'..............................� ..... �a a-a V .. ... TI:;,VLl.S UW -----------------------------------------....................................................................................................................................._._.J;t. Nature of Repairs or Alterations—Answer when applicable ___? :o1e l.,)-__----j" ...._........ ... .it;S_� .,J"r fS'"1 G.Q<ro� %Ya :...-.:�_�$ `._._l.i}l.t..�3w.. - --- -- �- - Agreement: e 3 gq The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of l: ;l TT/'ix-' .:. 5 of the State Sanitary Code— e u rsigned further agrees not to place the system in operation until a Certificate of Compliance ) been is e y t o rd of health. �101 St •...••... ...........................•••..................••......._.. ............. ............ ApplicationApproved By----------�r•••--• ......................... ........................................... � at Date Application Disapproved for the following reasons:-----'----------•--'--•---'•--••------"'-•--••----'--'--------------------•-•-•-----------------.............-- ..-•••••..............•-••-•-••••-•--•••---•----•••••••-•••••.........-----•--•-•-••--•---•---•-•--••••---•--••--•-•••••••••---••-••••-•••••-•---••-'---------------•.................................. Date PermitNo........................................................ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................................OF................. °J` Y--•--.............................. Trrfif iratr of Toutplianrr THIS IS TO CE�7FY t the Individual Sewage Disposal System constructed ( ) or Repaired ( } by----------------------- j --•--------- Instal at ..'-�....._•-•-........-• - -------- •-•-•----..._.•-••--•-••---••------••---•--•-- has been installed in accordance with the provisions of TIT 5ird- The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated----------................-..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0 / ................. .......................OF.. ..........-..................................... No......................... FE ...................... Disposal VorkiiAa a udion rrutit e Permission is hereby granted...................................... ._ to Construct ( .r.13epa (11) an rd �ial S� a e DisP ys .at No..................... •-• ........................................................................................ Street as shown on th application for Disposal Works Const� ermit NQr. n._ .___.._1--.._. Dat ----------------- •------ •-------- .,._. 17 DATE---•----• -�-�-- .-................................................ Board of Health r FORM 1255 HOBBS & WARREN. INC., PUBLISHERS f t I N Z u m :3 I ED O ? O O� O W O I f pQ f U INTERIOR DOOR SCHEDULE Z y WINDOW&EXTERIOR DOOR SCHEDULE / KEY ROUGH OPENING W X H SIZE STYLE NOTE KEY ROUGH OPENING W X H ITEM# STYLE MATERIAL a J w 1- O, 32"X 83 Z-6"z 6'-8" RIGHT HAND SWING DOOR O Q Q U A 2'-6 3/8"%4'-8 7/6" CUDH 2424 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR ar O N O32"X 83" 7E"X 6'1" LEFT HAND 6WING DOOR © 2'E 3/8"X 2'-0 3/16" CUDHT 24?? MARVIN CLAD ULTIMATE DOUBLE-HUNG TRANSOM WINDOW ALUMINUM CLAD EXTERIOR O NO © 5'-2 3/8"x 4'-8 718" CUDHP 6054 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR U j U 5'-2 3/8"X 2'-0 3116" CUDHP 60?? MARVIN CLAD ULTIMATE DOUBLE-HUNG TRANSOM WINDOW ALUMINUM CLAD EXTERIOR L Q 0 I I G. •� 1�� �2 ' �E 16'-0"X2'+1 CUDHT???? MARVIN CLAD ULTIMATE(<)FIXED TRANSOM WINDOWS ALUMINUM CLAD EXTERIOR 3:� '` FF 16'-0"Xe'-0" CUSFD 16080 MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR ALUMINUM CLAD EXTERIOR �. © T-2 7/16"X T-11 3/4" CUIFD3080 MARVIN CLAD ULTIMATE INSWING FRENCH DOOR ALUMINUM CLAD EXTERIOR Q 5'0"X 68" SB'DOUBLE FLUSH SOLID DOOR Mvents FIBERGLASS.,STEEL s1 A 3 S1 A 3 - IIIDSCAPf RFTARIIIIG'NALL�n7 VALR OUT BA5EMFHT BFLO'N I 12'.RETAINlHG WALL 4'-0' 8'-0" 4'0" O UP AT THIS LOCATION I@ EA.SIDE) Ol 12'-3° G„ 5TEP Dow"T.D.1111DATION WALL - TO FULL WALK OUT OVER 10'FP.05T WALL 4'-G" 1 0'-0" 4'0" ON tON20'COATI?.COHCRETE FOOTING - BOTTOM TO BELOW FK05T UNE 2.6 S 68TUD ALL W` P 4 50' 4 H DooR 3 L312x8 MEAGER — —.:.-4 --- s.. . r. }, D•I • NARDSCAPE — ,l HARD CAPE I I # O O^�*I ' P"ETAINIIIGIVALLS R,ETAIII1IIG",U5 = 3 � ll I' �TITEN HD SCREWS FOR � J� I� END STUDS INTO CONCRETE i F. 9'3�� v fly° i-BOLT/12"STAGGERED O CHANGING/ OUTDOOR "1 LAUNDRY Iq BATH • 4 0 4'_O" a d 1151 SHOWER g PLAT LUJG N FLAT CUIG 0 Y POOL I 3 3S" N I EQUIPMENT 0 I W I Os _ 4 sl Is 4 — 0' Q of a '�� 0 •BP. W1px IS STEEL BEAM B.P.' J m C a-o" I' G ^ I " FULL BASEMENT IIt'^J.II 5 O 4'THICK POURED CONCRETE SLAB LY P . ON 6 MtL PO VAPOR,BARP,IER OVER.LR L+ I I r I O QCLEAN COMPACTED GRAIIUR BASE m 2 a 14 I a OO r N 2J o 3 1/2'DIA STEEL ILLY Q COLUMN5 ON 12'-30 30 I O Z' "\ \ LLI w .; CONC.FoorL`Ic�\\ -,I Q 2 yy 5 � b BP. W10x305TEEL BEAM \I\I b m LOUNGE $ E2 o t_-i H .\ b LU Q a II I e'L EBLOCK M`IEY fOU1VDAT10\11 yamJI I ' 0l OII 12-CONCRETE BA51W6' U ABOVt.FRM/f F02 LUSH HEARTH 2 NOTE 4-:. �_ b PROVIDE AROUND PERIMETER p OO 5'6" 5'-0" �'4:. 5'-O" P.T.2r9 51LL PLATE W/5/8-ANCHOR a' ; - ? N GRILLING PATIO • I — > ! BOLT5 0 Ni—32"O.L.a G"-12'RROM _ IDIIJ Q END OP PITE5,USE 3-.3-+N/4-PWTE WASHERS.BOLT ENIBENTMENT MIN T' CC f I V Q.v, v,I 1(.J OP•BO f fOUI DA-ION WALL2 T TTOnt O aG O_ OaZD O 0 Q (3)13/1xtI]/B'LVLS HEADER-ay.,16'd.., �• Z 5 \/ q 5 O Q Yf 4•' (3)1 314°x 572'LVLs EADER-.v.r 16 tl.nz.m b F THICK POURED LOtJCRETE FOVIlOATIOH 1 3-0" m I IVALL OII 10'-20'CONT NUOU5 LONG.FOOTING (A B, PROVIDE.'WIDE-12-DEEP 5HELF TOP of - EKED PATIOce FND WALL TO P.E—VE FLOOR JOIST®. I0..10 - a I COVERED - - I FIT CLNG SOVARE COLT CA-ttP. 1i 5 uj Z -- --- ------- LII F.T.POST CASED IN a - ON COMTTO BELOW FROST CODE CRETE F00 G (31 J Y9-x8 1/0'LVLs MEAGER.Cove 10 ------------ -- ---- -- J 1YPICAL _ 10'OIA GOIIGP,ETf SOt10TUBF5 4" 4'O" 1 7'4"I 4' 4" P:T.—POSTS ABOVE 3' " Lu 0 0�� ATTACH TO CON.SONOTUBE 8'-4" 3'- O" O W/ABUGG 51MP50N P05T BASE C4 O 2G'O" 2G'O" N -j ACWACE6 POST CAPS ABU66 POST BASES U FOR POST TO BEAM/POST TO FOOTING CONNECTIONS W j FOUNDATION PLAN A aS �rl ~ FIRST FLOOR PLANS ��."`:."• DAT E' 6/2012 MARK A. Ci'S.7=C`.�n_!6°- SCA : AS NOTED M O CI : RAWING#: � ' N 0, 0 y. N N Io y O z a z PRE-FAB CUPOLA ® e "'�W Q BY OTHERS 4 a U lL O g Q N 12 a Ld 4 K8 RAKE BOARD W/4'CROWN MIDG. 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TYPICAL ALL GABLES - _ TOP PLATE _ WIND.HEADER 12 12 MARGIN: ® ® Lu �,O,IZ 10 1/2 , 1 MARVIN CLAD ULTIMATE DOUBLE-HUNGPICTURE WINDOWS q1 SJ W/5/4 x4 CASING j� N MARVIN CLAD ULTIMATE O O O © © © F O O O F FIXED TRAN50M WINDOWS W/5,4 x4 CASING N __ TwRO ELooR _ TOP PLATE WND.HEADER Rfl z El ®I O • lu © © O © Q C L C Y OE © © © OE O C — SECOND FLOOR M _ TOP PLATE _ WIND.HEADER _ x8R CORNER BD. �I ED b M © M, 0 R © Oq OK Oq OA OK Oq 0 O Op O O I co MARVIN CLAD ULTIMATE L BLUE STONE CAP A FIELD STONE VENEER ,w WOOD PANEL5 s TRIM.ROOF ON BAY WHITE CEDAR 5HINGLE5 IxID SKIRT BOARD-TYPICAL SLIDING FRENCH DOOR ON CONCRETE PATIO — w TO MATCH EXI5TING AT 5-EXPOSURE-TYPICAL W/5M x CASING Q W o o SOUTH ( rear ) ELEVATION uj o Z Lu � ' Q m. N W d W H U W lil H a � DATE: 09/26/2011 1 SCALE: 1/4'=l'-O" DRAWING#: A6-18 m V) > N 0 N v� Qw o � za z R! Jw O �au oo. =Z N I wom 1 = a U Q ' 12 10 1/2 BRICK CHIMNEY-FAINTED ` WHITE W/BLACK TOP I Z RAKE BOARo W/4•CROWN MLDG. TYPICAL®ALL GABLES , RED CEDAR ROOF 5HINGIE5-TYPICAL _ TOP PLATE WND.HEADER __ 12 N F © - FASCIA BOARD 5L 8"ROOF OVERHANG O OVER I x I O FRIEZE BD.-TYPICAL _ THIRD FLOOR __ TNIRD FLOOR - "^ TOP PLATE TOP PLATE _ WND.HEADER __ WND.HEADER N O MARVIN CLAD ULTIMATEIx8!]CORNER 80. SLIDING PRENCH DOOR C • Q O W/5/4 x4 CASING , ROOF DECK: U - x4 DECNNG ON T.SLEEPERS(2x4'S) 1.5 FASCIA DO ON O CUT TO REVERSE SLOPE ON ARD - RUBBER ROOFING OVER O B'ROOF OVERHANG OVER tx B FRIEZE BD.@ PORCH m _ SECOND FLOOR HIM SECONDFLOOR _ TOP PLATE -__-TOP PLATE WND.HEADER __WND.HEADER — --MARVIN CLAD ULTIMATE U © ®— Ll imm ® DOUBLE-HUNG/PICTURE WINDOWS - - b W/5/4 x CASING to C, _ MARVIIN CLAD ULTIMATE a O O C ® ® `• �'• DOUBLE4 UNG WINDOWS =i W/5/4 x4 CASING 6 SHUTTERS u WHIRE 5110" FIRSTFLOOR FIRST FIOOR .7 TOP OF GARAGE SLAB Q o BWE STONE CAP t FIELD STONE VENEER WHITE CEDAR SHINGLES IxlO SKIRT BOARD-TYPICAL SOUPRE(B%B)COWMN-TYP. N ON CONCRETE PATIO♦5TEP5 TO GRADE AT 5-E%PO5U.RE-TYPICAL Q W o o 0.EAST ( left side ) ELEVATION u+ a Z -1 O 1/4" 1,_0" d O F W ¢ 44 W 1. J it W w d H DATE: 09/26/2011 SCALE: 1/4'=1'-0• DRAWING#: A7-18 N In o V N 'm Q2 v O� Za 16B BOARD W/4'CROWN MUDS, II�DO Z Q F MILAL Q ALL GABLES /� / \ 1f .� J w O a 10 UALRVIN CLAD LLIRCEWINDDW� \\\ �$ O OP PLATE W/5/4 x4 CAWING \\ WHO.HEADER_ _ U \ _ W❑ m RED CEDAR ROOF SNINGES-TYPICAL 12 \\ EEE ~Q O 10 1/2 \\ I x8 FASCIA BOARD ON s 8'ROOP OVERHANG OVER x 10 FRJUE BD.-TYPICAL _ THIRD FLOOR AW CORNER BD, THIRD FLOOR TOP PLATE TOP PLATE WND.HEAOER WND.HEADER . TYPICAL:' - DO Bu!LLAD ULTIMATE DO5/4.4 CNG WINDOWS W/5/4 x4 CASING T BHDTTERS WvERE 51IowH C �C C © ©R © U U - b q 1.4 O ROOF DECK: 'O DECKING TO REVERSE SLOPE ON f2x4'S) CUT _ ' FIV ' SECOND FLOOR - RUBBER ROOSENGCONOD ER FLOOR TOP PLATE TOP PLATE -_ W ND.HEADER W HEADER - - CUSTOM STRUCTURAL BRACKETS ® C ® C ® `• © L5OUA- ND. N OFIRST FLOOR RTOP OF GARAGE SLABO - IxI O SKIRT BOARD-TYPICAL _TTE CEDAR 5HINGLE5 - AT 5'EX'05URE-T ICAL N p m WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL WEST ( right side ) ELEVATION - O2'-6 3/8"X 5-4 7/8" CUDH 2428 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR = © 2'-63/8"X$'-07/8" CUDH 2426 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR 1/4,. 1,-0,. © 2'-63/8'X4'-87/8" CUDH 2424 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR x O. 3'-23/8"x F-47/8" CUDH 3228 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR " O 3'-2 3/8"x 4'-8 7/8" CUDH 3224 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR W Q OV-10 3/8"X 4'-8 7/8" CUDH 1624 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR - © 3-10 3/8"x 5'-0 7/8" CUDHP 7?58 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR O3'-9 318"X 4'-8 7/8" - CUDHP??54 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR Z ~ O4'-23/8"x4'-87/8" CUDHP4854 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR W O5-2 3/8"x 5'-0 7/8" CUDHP 5258 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR Q G O 5-23/8"x5-47/8" CUDHP 6062 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR © 5-03/8"x 5-4 7/8- CUDHP??62 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR U) 0 W O, V-10 3/8"X 5'-4 7/8" CUDH 1628 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR It W O O5-2 3/8"x 2'-0 3/16- CUDHP 60?? MARVIN CLAD ULTIMATE DOUBLE-HUNG TRANSOM WINDOW ALUMINUM CLAD EXTERIOR d. ❑ OO 2'-6 3/8"x 2'-0 3/16" CUDHP 60?? MARVIN CLAD ULTIMATE DOUBLE-HUNG TRANSOM WINDOW ALUMINUM CLAD EXTERIOR F = © 2'-5"x 2'-75/8" CUAWN 2832 MARVIN CLAD ULTIMATE AWNING WINDOW ALUMINUM CLAD EXTERIOR N 0 © 1'-10 3/8"x 3'4 7/8" CUDH 1616 MARVIN CLAD ULTIMATE DOUBLE-HUNG WINDOW ALUMINUM CLAD EXTERIOR INTERIOR DOOR SCHEDULE G 1n- d ® S-23/8"x4'-8718" CUDHP3254 MARVIN CLAD ULTIMATE DOUBLE-HUNG PICTURE WINDOW ALUMINUM CLAD EXTERIOR KEY ROUGH OPENING WXH SIZE STYLE NOTE - W Z OS-1 1/2"x 3'-1 1/2" CFCIR 3950 MARVIN GLAD FULL CIRCLE WINDOW ALUMINUM CLAD EXTERIOR O' 32"x 83" 2'-6"X 6'-8" RIGHT HAND SWING DOOR J O p H O2'-1 1/2"X 2'-1 1/2" CFCIR 2750 MARVIN CLAD FULL CIRCLE WINDOW ALUMINUM CLAD EXTERIOR O 32"x 83" 2'-6"X 6'-8" LEFT HAND SWING DOOR W ' ; O3'-2 7/16"x 7'-2 1/2" 3070 MARVIN CLAD ULTIMATE SWING FRENCH DOOR ALUMINUM CLAD EXTERIOR O 26"x 83" 2'-0"X 6'-8" RIGHT HAND SWING DOOR W n J O12'-0"x 8'-0' 12080 MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR ALUMINUM CLAD EXTERIOR ® 20"x 83" 1'-W x 6'-B" RIGHT HAND SWING DOOR W O9'-3 3/4"X 8'-0" 9080 MARVIN CIAO ULTIMATE SLIDING FRENCH DOOR ALUMINUM CLAD EXTERIOR O 3W X 83" 3'-0"x 6'-8" DOUBLE DOOR H ` U O6'-1 5/8"X 8'-0" 6080 MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR ALUMINUM CLAD EXTERIOR © 44"x 83" 3'-6"x 6'-8" DOUBLE DOOR O W O6'-15/8"%7'-21/2" 6070 MARVIN CLAD ULTIMATE SLIDING FRENCH DOOR ALUMINUM CLAD EXTERIOR O 50"%83" 4'-0"x6'-8" DOUBLE DOOR E. O3'0'x6'W FRONT DOOR W/TANSOM 8 SIDE LIGHTS-MATCH EXISTING ® 50"x 83" 4'-0-x 6'-8" BIFOLD DOOR ® 3'-2 3/8"x 6'-11" 3'0"x6'8" 1 1 LIGHT SIDE ENTRY DOOR - O 62"x 83" 5'-0"x 6'-8" BIFOLD DOOR DATE: 09/26/2011 ® 9'-0"X 8'-w 9'0"x 8'0" OVERHEAD GARAGE DOOR 1 D 122 1/2"x 84 1/4" 5-0-x 6'-8" DOUBLE POCKET DOOR SCALE: 1/4"=1'-0" © 3'-2 3/e"x 6'-11" 3'0"x 6'8" INSULATED FIRE DOOR 11 98 1/2"x 94 1/4" 4'-0"x 6'-8" DOUBLE POCKET DOOR ® 2'-1"x 2'-115/8" CCM2436 MARVIN CLAD ULTIMATE CASEMENT WINDOW FIXED 611/4"x 841/4' 2'-6"x 6'-8" POCKET DOOR DRAWING If: A8-18 m N N m� 0 ap m ;z m v� 0 0 o Z arP 42 Zk � Q -1ao - - N cO U C O W o m ~a a �1 = U Q _ 1 3/4"x 11 19-LVL RIDGE BOARD - ^ 2x 10 ROOF RAFTERS Q I G.O.G. 2.12 RIDGE BOARD W/I/2,CD%.PLn SHEATHING !RED CEDAR ROOF SHINGLES . II II II II II II II II II II II II - 2.12 RIDGE BOARD 2x4 COLLAR TIES®I G'O.G. - I 2.1 O ROOF RAFTERS 11 16'O.C. 12 2x6 COLLAR TIES g 1 G'O.0 W/1/2'CM.PLYWD.SHEATHING T I To I/z II _ . - I 4 RED CEDAR ROOF 5HINGIES I I I I ll 12 CLOSED CEL FOAM CL05ED CELL FOAM • 10 112D INSULATION-TYPICAL INSULATION.TYPICAL woodeam ' II II II II II .II II 4X10 as bs t�aLwe vlaie 1 II If II 'N ROOF RAFTERS - 2x10 CEILING J015T5@,IG'o.C. II II II II II II II �II II II - ' zxlo CEILING Jolsrs p 1 e o.c. II II II II II II � - II II II II II II II I - __ TOP PLATE _ __ TOP PLATE II R84 W10x39 or W8x48 STEEL BEAM below (2 7 3/4^x 71/4'LVL header WINDOW/DOOR HEADER 1 WINDOW/DOORHEADER C) ALUMINUM GUTTER 6' — -- - . y I x8 FASCIA BD.ON B'0.1, El ® � I . _ I v o v b OFFICE EXERCISE STORAGE BATH TYPICAL: ROOF DECK: - —1 1: 2x6 EXrER.STUD WALLS W/ Ix4 DECKING ON P.T.SLEEPERS(2x4',J .4 ^ 2x6 EXTER.STUD WALLS W/ - 5HEAT CELL 11.51! RA PLYWD. CUT TO REVERSE SLOPE ON CLOSED CELL IN5L..1/2'PLYWD. 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EX15 ING 10'CONCRETE FULL BASEMENT F FOUNDATION WALL(TO REMAIN) FOUNDATION WALL(TO REMAIN) j ENISTI NO CONCRETE / j EXISTI NG CONCRETE / Z 5L18 FLOOR(TO REMAIN) / ' 51AB FLOOR(TO REMAIN) j ? 0 -6, 30'-O' Ex15TING 5'-2' - • 2G'-O' ex15T1NG J 8'-2'Ex15TING W o S3 SECTION THRU DINING ROOM, FOYER&BEDROOMS S4 SECTION THRU DINING, KITCHEN&BEDROOMS a F A 0 114-=1-0- A 0 1/4-=1'-0" y Q: 0 W 0 J Z W 0 O N U 11J d a U) U w J o F DATE: 09/26/2011 SCALE: 1/4"=V-Y DRAWING#: - A10-18 1 m N N Z m� O ry ve Q o 0 Za O N U o ! W o m ) rad U Q 1 3l4'x 11 il4'LVL RIDGE BOARD 2.4 COLLAR TIE5 @ I G'O.C.. 2.12 rcOG[30-0 2.I O ROOF IRAr7tIZ9@IG'v.C. W/112"COX.POWD.51-EATHING Qy'/A--CL05ED CELL FOAM 2.10 ROOF RAFTER5 @ I G'O.C. - - 4 RED CEDAR ROOF SHINGLES INSULATION-TYPICAL W/I/2'COX,PLYWD.5HEATHING 2x4 COLLAR TIE5 @ I G'O.C. IN ROOF RAFTERS - 4 RED CEDAR ROOF SHINGLES - - '- 2x 10 COLLAR TIES @ 16'O.G. 2.10 COLLAR TIE5@ 16-O.C. 12 CL05ED CELL FOAM— 12 ' INSULATION-TYPICAL 101/2� IN ROOF RAFTERS - 10112� TOP PLATE - TOP PLATE WINDOW/DODR HEADER 4M NDOW/DOOR HFADEK MEDIA ROOM 2x5 ROOF RAFTERS @ I6.O.C. N o W/1/2-CDX.PLYWD.5HEATHING O v MEDIA ROOM b 'T 4 RED CEDAR ROOF 5HINGLE5 r ED ED 2x6 ROOF RAFTERS @ 16'O.C. 2 2x6 ROOF RAFTERS @ I G'O.C. 2 W/I/2"COX.PLFWD.5HEATHING 61/2�. W/1/2-COI?LYWD.5HEATHING 6112 3/4"T4G PLYWD.5UBFLOOK ON 4 RED CEDAR ROOF 5HINGLE5 4 RED CEDAR ROOF 5HINGLE5 - 9 1/2"A15 20 ELK,J5T5 @ I G'O.C. 5ECOND FLOOR SECOND FLOOR 2x6 CEIUNG JOISTS @ 16"O.C. IJ -- 2x6 CEILING JOISTS @ 16"O.G. - - TOP PLATE _ TOP PLATE • (2)1 314'x 9I Q LVL WINDOW/DOOR HEADER- FBGL.IN5UL. WINOOW/GOOR HEADER_ y (3)2x8 HEADER (3)2x8 HEADER IN FLOOR OZ ' 3/4•TIG PLYWO..5UBFLOOK ON 9 1/2-A15 20 FOR.J5T5 @ I G'O.C. W 6x6 P.T.P05T CASED IN W/- 6x6 P T.POST CASED 1N w/ - b 51MP5ON ACIUCE POST GAP 4 BATH MUD RM PANTRY q Ol 51MP5ON AD LCE rosi CAP 4 a sIMPSON ABu44 Posr BASE COVERED To 51V ANCHORBOLT TP1�L_ TO 5,0FANCr,OR BOLT GARAGE- TYPICAL: - `O - EMBEDDED 1R CONCRETE PORCH 2x6 EXTER.STUD WALLS W/ EMBEDDED IN CONCRETE 2x6 E TER.5TUD-WALL5 W/ TO CL05ED CELL IN5L.,1/2•PLWWO. OPEN TO TO TO ClO5ED CELL IN5L. 1/2•PLYWO. KITCHEN 5HEATHING.HOU5E WRAP♦W.C. STORAGE BASEMENT MUD RM. 5HEATHING.HOU5E WRAP 4 W.C. 5HINGLE5 @ 5-EYP05URE 5HINGLE5 IT 5•EXPD5URE FIR5T FLOOR - 1IR5T FLOOR (3)1 314-A 1/2'LVL - I' FBGL.INSUL. '- N FLOOR I I 1=III- I I III=III= P.T.2x6 SILL PLATE W/5/8 ANCHOR 4"THICK POURED CONCRETE SLAB FLOOR PT.2x6 51LL PLATE W/5/B'ANCHOR 19 DIA.CONCRETE 50NOTUBE5 NEW T T BOLTS @ MPX.32'D.C.4 A--12-FROM I O"GIA.CONCRETE 50NOTU5E5 WITH THICK PO O x O W.W.M.ON CLEAN III—I I: 3OLT5 @ MAY.32'O.C.4 6'-I 2-FROM ON"BIG FOOD CONC.FOOTING FULL BASEMENT END OF PLATES U5E 3.3 x 1/4'PLATE ON'DIG FOOT'GONG,FOOTING END OF PLATES,USE 3'x3'x I/4"PLATE W a 1 - WAFT ERE,BOLT EMBENTMENT MIN,7" COMPACTED GRANULAR BASE III WASHERS,BOLT EMBENTMENT MIN.7" n 3 1/2"CIA.STEEL LALLY - NEW I O"THICK POURED CONCRETE - COLUMN5 ON NEW I0"THICK POURED CONCRETE - FOUNDATION WALL ON l0'x20' 12'x 36'x 36"CONC.FTG. FOUNDATION WALL ON 10x20' x - CONTINUOU5 CONCRETE'DOTING F CONTINUOUS CONCRETE FOOTING BOTTOM TO BELOW FRO5T LINE(4-MIN.) - MATCH HEIGHT TO FXI5TING - 4'-9" 26'-O" - 4"CONCRETE SLAB FLOOR 6 MIL POLY VAPOR BARRIER OVER GLEAN COMPACTED GRANULAR BASE. 1 � ~ L—V .• I Q O 1 O'5' 1 5'-7" t7 xl f I 2G'-(Y S5 SECTION THRU GARAGE&MEDIA ROOM H A 11 1/4"=1•-0" W O S6 SECTION THRU MUD ROOM&MEDIA ROOM r A w 11 va"=1'-0" O s W o d a Z O Q W p a U r. �w d u w w K ~ a 1' DATE: 09/26/2011 SCALE: 1/4"=1'-O" DRAWING#: A11-18 ' ID rn N Z 1 3/4'x 11 il4"LVL RIDGE BOARD Q x II II II II II II II II II II II II II II II II II II II II II II II II II II II a Lo Q 2 m h Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih Ih 2x4 COLLAR - Q0 O W O 2.12 RIDGE BOARD I I - I I I I O Q Z C < " II II II II II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII. IIII IIII IIII IIII IIII II II 2x O ROOF RAF 11 I G'O.C. �W Z&I P P P P IP IIII 4E D.SLG 5 II II RED CEDAR ROOF YINGE5 F~ II II II II II IIII II II II II II II II IIII II II II II II II II II II II II II II II II II II II _ Qa OU II II II II II Will II II II II II II II II II II II II II II II II II II II II II II II II II II o II II II II II IIII II II II II II II� II II II II II II II II II II II II II II II II II II II II II �z o 6 I6 Ih I6 Ih Ih IM I6 Ih Ih o N 2,10 CEILING JOISTS I 6"O.C. III III III I 2x 10 DOLLAR 11 11 16"O C ~N X ' II II II II 'll IIII II II II II II II W of m I IIII 2xG'S Q 16'O.C. TOP PLATE __ __ __ (211 Jl4'.x 9114 LVL HDR OR TRAY CEILING FINI5H F a a WINDOW/DOOR HEADER - U —1-AL: Q b 2xG EXTER.STUD WALLS W/ ROOF DECK: MEDIA ROOM 5HEATDINGHO 5E WRAPP4 W DC. PDECKINGO P p 5HINGLE5®5-EXPO5URE CUT TO RE FREE 5LOPE ONERS f2x4'S) RUBBER ROOFING OVER I/2'CDX PLYWOOD SHEATHING ON 2x6 ROOF RAFTERS Q 16"O.C. CLOSED CELL FOAM 216 DECK/CEILING JOISTS p 16"O.C. 3/4'T<G PLYWD.SUBFLOOR ON W/I/2"CDX PLYWD.SHEATHING INSULATION-TYPICAL.. WITH RIGID FOAM INSULATION TO CREATE SLOPE 9 I/2'AIS 20 FLR.J5T5 11 G"O.G. 4 RED CEDAR ROOF 5HINGI.E5 (211 3l4"x 912"LVL HDR secorlo r-LooR - 2x6 CEILING JOISTS®16'O.C. TOP PLATE _ _ • WINDOW/DOOR HF.ME,2 (2)1 3/4"v.91/2"1 VI HER Hfi _ _ R72 W12x50 nr W74x3A fiTFFI.PFAM (3)1 3/4"x 11114"LVL beams O ti (3)as HEAEEH (3)1 314'x 9 1/2'LVL HER H4 note:top of LVL beams ro be nosh w/top of mg/aeck IoisLs H5 (3)1 3/4'z 7 1/4"LVL _ tool.(3)2x12 heatler HEADER Oush full length of wall D "STRUCTURAL BRACKETS • O - a SUNROOM MUD RM GARAGE — O.H.GARAGE DOOR 3/4"T4G PLYWD.EUBPLOOK ON 9 1/2'A15 20 ILK.JSTS Q'I G'O.C. FIRST FLOOR (21 1 314'x 91rz'LVL HER --------------- ffm nfflM FBGL.INSUL (3)1 3/4'x9 1/2'LVL x ' P-T.2xG 51LL Pwre wi 5/e•ANcnoR IN FLOOR �I H I IIII= Liii FIT _I Fri BOLTS(�MAX 32'O.C.4 6'-I2'FROM - —I I I " � T- END OF PLATES U5E 3NX x 1/4-PLATE NEW -III I I. _ WA5HER5.BOLT EMBENTMENT MIN.7' 4•THICK POURED CONCRETE SLAB FLOOR FULL BASEMENT — - TiI=1 .0x1.0 W.W.M.ON CLEAN CONFAC E COMPACTED GRANULAR BASE 31/2"DIA.STEEL'wLLY NEW IQ-THICK POURED.CONCRETE NEW 10'THICK POURED CONCRETE COLUMNS ON FOUNDATION WALL ON I ON20" FOUNDATION WALL ON 19x20" 12'x 30"x 30"CON-.FTG. 4-CONCRETTE SLAB FLOOR ON G MIL POLY VAPOR BARRIER CONTINUOUS CONCRETE FOOTING CONTINUOU5 CONCRETE FOOTING _ OVER CLEAN COMPACTED GRANULAR BASE. - BOTTOM TO BELOW FROST LINE(4'MIN) MATCH HEIGHT TO EX15TING �.- In I5-7' 9'-6' 15'-2 1/2' 28'-11 112' - - z IP-- 0 LU W a' S7 SECTION THRU SUN &MUD ROOM, GARAGE IS,MEDIA ROOM A 12 1/4"_V-0" 53'_2• 34'-4' 10'-7" W a V ` 12•THICK CONCRETE FOUNDATION WALL.BOTTOM - z ~ TO BELOW FR05T LINE.TO RECEIVE CONIC.SLAB O PORCn/PATIO.DROP T O.WALL G-+/-BELOWED MAN FOUNDATION WALL.PROVIDE 4•WIDE 5HELF - F @ TOP OF FOUNDATION WALL TO 5UPORT 5TONE VENEER _ PATIO above Q 43e o 4•CONCRETE 51-AB WITH STONE CAP _ V W o PATIO above — — — — — — — — — — — — — — - Ill: J 4"CONCRETE SLAB WITH STONE CAP b existing _ - - - - — — — — — — — — — — — CRAWL SPACE I ( O new 12'THICK CONCRETE FOUNDATION WALL.BOTTOM Q I^ TO BELOW FROST LINE.R T.O. RECEIVE CON-.SLAB O d CRAWL SPACE I I AINDRD I PATIO.FOUNDATION WALL.PROVIDE L4-WIDE 5O LFIL O \ -- ------------- 4'-ON-PA PATIO a�bOVSTONE CAP �TOP FOUNDATION WALL TOS .TSTONE VENEER M I. To uPPOR j Z _ / W o 0 r — — — — — — — — — — — — N V - - -.� " LU new existing FULLBASEMENT FULLBASEMENT — — — — — — — — — — ;i — — — — — — — — — — — - - - � X DATE: 09/26/2011 115 4" - � SCALE: 1/4"=1'-0" . DRAWING#: PATIO LAYOUT-FOUNDATION PLAN 1/4„ Al2-18 . 9112"AJS20 ALLJOISTS @ 16" O.C. - TYPICAL - OTHERS ARE 'SHOWN rn N N z m _0 3 1 3/4"x 912"LVL HEADER N V ~U N —_— 2x8 DECK JOISTS @ 16"O.C. - o >z / \ v XQe 0 w o (3)1 314"z 71/4"LVL HEADER (3)1 3/4'x 7 1/4"LVL HEADER LVL 1!1 V- z a �. _ B6(3)13/4"x972_ J� O i brook boom�post ': I,,Q NO pod up B3 W-118 STEEL BEAM B4 WBx21 STE BEAM H4 (3)13/4"x 91/2" VL HEADER post down _ m_ ,•.. -'i HS64x4 I4 Dosl Posl u dorm P HSS x4x11 Posl down N$ I F G d ost '— 9� � H T P up to boom .L 0 3m III.o6r a (,) HS9 3x3x t/4 H2 (3)1 3/4°z 117/8"LVL HEADER ' Q �4'` >4'` �4'h - —-- ' �' v v v q `_ H3(3�113/4'x 982 M1LVLW(2)12"z 9112"pl tes^ d 4 �'(1 rll H ADE flush p 1p C m V n.W:t.pal LVL baorlsto bolnusM1 v4 top of clop/dock lorcts V /` m Q bleo boo t D BB W8x35 STEEL BEAM — 89 We 1 S EELBE HSS 3x3xv4 — — - T pod down '� T "pod doom pod dorm .• 1 m . n Hss 4x4x114 ,HSS 4x4x1/4 (2)1 z9 12 LVL I Post gown t _ S1 � BR GW-boles H5 (3)13/4"x7.1/4"LVL � B E 0 HEADER flush H553x3x114 Ur J BRN.W. slo B7 We>�e STEEL�BEA�M A9 _ e ARI WA L-b law Z q ; W m t (2)13/4"x912'LVIL H553x3xt14 N m J I IC O(2)13/4'z112"LVL - +.. _I R)9112-LVL H6 HEADER flush post down H7 (3)1 314"x 9 12'LVL m i < " HEAD ER�ush�v/c.js� I �BRN .W.-aloes BEA ING ALL � " (2191/2'LVL .. II A11 — �. . > II ,m st Vpt Dam CII I I 3ren Jilp z L : S2 r t - A 9 w Of S4 Al S3 N 01 W /B RIN WA -bs w Ce Q IW > Q O a ��yZK OF htgssac W F o� MARK A. yGN ® 0 z MCKENZIE �+ — a N 4 N lu c z Q B2 W 112x50 or W14x38 STEEL BEAM Q T-^ Q � Hss 4x4x114 - _ '`' jT�Q' LL Hss 4x4xv4 �SSjOVAL ��U 0: O We O ILL Z _ ss SECOND FLOOR FRAMING PLAN 0 N WP. 1/4"=1-0 # U w J a 1= -- — — -- — — — -- — — -- — — — — DATE: 09/26/2011 --- _—_ - - SCALE: 1/4"=1'-0" continuous(3)2x12 header full length of wall - (3)2xe HEADER DRAWING#: A13-18 91/2"AJS20 ALLJOISTS @ 16" O.C. - TYPICAL - OTHERS ARE SHOWN N U1 W Z (3)1 3/4"x 7 1/4'LVL header N m ob _0 N V F ,O Q z N a� >w o N LL v BALCONY - below J w O poal ev 81tlW808 STEEL ¢ U Doal up (3)1 3/4"x 7 1/4"LVL header (3)1 3/4"x 7 1/4"LVL he der O N ROOF DECK-below I W o m . ¢ O U I Pea,down y " I i - �- 3 ° II B RING WAL -boles posltlown I ----- ----- .� - ® 216 COLLAR TIES @ �'i a N 1�/-uLvve 2ntl Reel �+� rd ROOF DECK-below BEA NG ALL-bob e I I II H B.W. bol 1 N (2)1 3/4"x 9 12'LVL B NG. .-be fJ J 1 c RNG W.-olow. W — --�----- -----�---- I m St G - Pos 4— 3 — --I— 4zmlewaaa baaa�-bv Pal I m ,� y m I 3 paabdawn 82 W8x31 STEEL BEAM waawp � � ,� —— _ 2x6 COLLAR TIES @ 16'O.C. I S2 @ 15'./-1bove 2nd Roo, LL < X I - rca ry I I z y 2,10 CEILING JOISTS®16'O.C. W I S4 0; A o S3 A 0 I ' - I (2)114-x91/d'LVL header Rush wiM mllinD lotsCa , �\ 2v6's�16'o.c.br haY clop /� ti -- ———— —--——- O I I I o I L Q I I w mi o z o i i o MA.. NZ!; ® v Z MI I I I C G:_d "-t I N U) Q d I 2x10 COLLAR TIES @ 16'D.C. ' r W O Ur @ 10'./-abava 2nd fo,, u - Z epic SF�,t S T C 6 Y, In0 J 0 LL THIRD FLOOR FRAMING PLAN — n = 1 J -------------- -----j \ w w 2x61@,6'o.P.la aearo„ay celllnD O B. I �Q DATE: 09/26/2011 I ti+e I SCALE: 1/4"=T-0" I -- — — — — — -- — — — — DRAWING#: S7 A 2x6 ROOF RAFTERS @ 16"O.C. - p /� Q (@ wrap around porch) Al4-1 Q 2x10 ROOF RAFTERS @ 16" O.C. - TYPICAL - OTHERS ARE SHOWN m ((1 2x8 ROOF RAFTERS @ 16" O.C. (@REAR SHED DORMER&TOWER) m� O & 2x10 CEILING JOISTS @ 16"O.C. (@REAR SHED DORMER&TOWER) Na F - - - - —- o < / re ow o — — '� ) z� F RBt (2)1 V4 x91/4'LVL BEAM \s'r'v' svtch ceilin tdirect- ro pick up ceiling joists 2 in this ores g lois ..I W U y ^ u I RB2(3)1 3/4"x 9 1/4"LVL BEAM RRa(2)1 3/4'•x 9 1/4"LVL BEAM 14 Q O in ce Im ro reDeme rDpf ranera O in Da lin ro BALCONY - below ?o 0 g g support cupola L(j O N Dpeldown posltlpwn -below -I —6 m ROOF DECK ce Im9loist below U root below \ 2X81ay on ledgers 'S -- _ -- -- — — -- oc Izlz 10 /1 3/4 x 11 1/4"LVL OF ARD - - - 1 3/4"x 11 1/4"LVL RIDGE BOARD cupola above ROOF DECK-below 2x12 RIDGE 80 pose aawn 3 bearing wall for attic ceiling Dopleewn (2 DER)zzio HEA pe:l aowe bearing wall for attic ceiling a — — — !� w ,�� y 2x12 RIDGE BOARD S1 —————— o of I o —1 n m ry \ roof below , o" roof below —J _ S6 — —— - -- — — I I I I I A9 z I I ° I W I I I A t0 S3 . I I I I I I I I I o I {U Q I a o Z F ®-0 MAfe-K A. I I \ McKENZIE y a I I I rn a LU o z /STEE`Q��'tte QC c 0 IL z I I SS�ONAL Ee°3� W c I C LL ss W o l ROOF FRAMING PLAN — A o I I w Io � I I a F I I I I D 09/26/2011 I I L--_-----_-- -----------'J SCALE: 1/4„_1'-0„ T----- covered porch roof below I DRAWING At A15-18 B C.1 C.2 N m� O w a F- 5 4Z 4N,2J 4K.2J0 �0 N >W O 8 2 8 4_ O O 40 Z a � }. K. -' 4K.2J '9 4K2J, dK,U W Z STONE PATIO I i ^I t t0 I: �I < u O D Og I QQ332`Oa O III C,1I1I � 1t� COVERED,PORCH S II .I I U o0 Ill cq 2 SK,2J SN SK,2J SK,2JI I DINING PORCH 5K.2J 28 2 4 2 8 3K,2J ].2 8 2DINING ROOM 4K.2J 4K.2J 4K.2J 4K,2J 8A SUNROOM P2RI 2 LIVING ROOM MASTERO a I i BEDROOM II SITIING I 881� SK.21 -� I' ,. IT... _._, ..._� -s•o_,sac.o. }"�........ ¢i ROOM <I -- --------- -- 8A CLOSET F I. 11A I CLOSET • w I Is I A'. COVERED f o�Rs ° 11A -- --- - PORCH I ®® g I MUD ROOM 11RISERs 2 I ® KITCHEN LR rllAl 15RISERS WALK IN DP -- CLOSET BA 15 ISER$ o I; I ❑ I;Y I lO O O --. . . -�:� II RUF ]K.2J 3K. I FOYER I v 8 I °..s terzs-,.u, n ..'v_-_ - rr,sti'e,.. r. . . . . . . . s 1 ..0° y, ✓ -- 11.. Q t 1 I. I MASTER z BATH } 8A 8A --- , I ]K.zJ ]Ul I, I p O BATH PANTRY i h L..I„ ) LAV. iO 2 j..I j I's� I • T I c. J '� � I I I N 8 w..---------I-- LAUNDRY 21 RAGE I °N WITE RE IG R EZER R—RY I p - I I I W Q n I I �yyi O i NOTES: ~ 2 ALL DOOR 8 WINDOW OPENINGS TO HAVE 2 KINGS 8 1 JACK STUD Lu F L UNLESS NOTED BY XK,XJ AT THE OPENING C o$ ALL INTERIOR SHEAR WALLS TO HAVE 3 1/P'N 9 1/4"PSL UNDER COVERED I SHEAR WALL FOR NAILING 8 HOLD DOWN INSTALLATION 3 PORCH OVER I? I Q N STONE PATIO I"• ..I' - W C N GARAGE I (ti OF A� F Z s y g P I I P I i At O`'� MAR A G� uj d o FIRST FLOOR PLAN o M� Ez' Lo LL 0 w � I'-0" I � N O� �C1ST� ����k itUL la �sS/OVAL F \ a o I DATE: 09/26/2011 continuous(312112 header full length of wall I SCALE: 1/4"=1'-0" 14 14 14 14 14 14 AA A DRAWING#: ——————————————————————————————————J Al 6-18 V) B C.1 C.2 T G m O 4K,21 4K,2Jr O N >t4 N /�J X O W O Z� ~ I a J O I' BALCONY P z0 O I 2 O2 x U 3Ka T 2J 3K,2J ROOF DECK a I f IIjI` t OO I Q 1 " IxBEDROOM 3 �R BATH LL — Q �4K,2J 4K.2J A ]K 2J 3K 21 I I; BEDROOM I BEDROOM I, I CLOSET I I I� I tl I I - PI ) Y, BATH �___-�____-----� ----� j < ,.T02 v - — ---i---- j ROOF DECK I; ❑ / S L_ .. - 1 ❑ I ' ,4RISERs I I w l ' ❑ I WALK IN uP cioser o l 3K,21 _ CLOSET — .I2 ----7---------+---- I OFFICE 2 l i FLAT CEILING I EXERCISE I I BEDROOM VAIJLTEG GEILING I I r_ BATH ? LINEN STOR. 3KRJ, I`' I 0.,, •sWACK � P 12 j B VAIJLTEDCEILING FL.Ai O2 I.- ATH I — ——— j '.em.-rM �y..laY..+r. �, ------ •� r —_—_— _ ��� "-- 2 k. •O O13 15 ER3 DN _ _ f B I d � A, I ,s ERs RIS GN O.r-- a -- I z ZL--. .. ------ ----- I, I I 1 ------ -- --. . . ----' 2 I I I 14 I I f STORAGE U 15 RISERS I IN ,I E F � Ix LL- ';� m -I I I I I .I I I F NOTES: z � tO I I ALL DOOR&WINDOW OPENINGS TO HAVE 2 KINGS&1 JACK STUD I8J 06 UNLESS NOTED BY XK,XJ AT THE OPENING to ALL INTERIOR SHEAR WALLS TO HAVE 3 1rY'x 9 1/4"PSL OR ® tl 3 Al' I 1 P (2)1 3/4'X 9 12 LVL TO ATTACH BOTTOM PLATE OF WALL G3 I I _.IQ 8 REQUIRED HOLD DOWN STRAPS UA 0 L I I r• MEDIA ROOM I W C Z I I TRAY LEILIN(S 10'M. ` I - I I 0 I I O OF Lu I I I 1 C U- SECOND FLOOR PLAN McKEiZIE Lu ° o co - LU O�s G 3T �`� I o 6i r I ONAL 1 3 I H =9K2J 3K,2J O u, ' DATE: 09/26I 2011 I P I - SCALE: 1/4"=T-0" DRAWING#: A C--------------------------------- Al 7-18 rn B C.1 T m o_ Nc f ———————————— U N V Q W O Q / 4K,2J 4K,2J \ Z W �- I e Q Q u I BALCONY - below o jOl SITTING II"£ O '*I ] 4N,2J 2 I UI-.D>¢ m --� ------ -- —— — --- Wc, ROOF DECK below KJ xOa U t�l BATH BATHI� II Q o • --------- --------------- --------------- ---------- I I I 1 BEDROOM I OI BEDROOMS ROOF I / HALLEl v / © . ElROOF DECK - below t U41-. I. O CLOSET CLOSET p I I I; �-------- ;-------- _mil � ' I ROOF ROOF �F ATTIC /// i \\\ ATTIC j I4 // STORAGE \\ I I I I li ROOF ROOF i-- ------ ------- . ----- -----J I "I ROOF I I I 1 I ROOF IL------ ¢ I I I I I I I I I I I I I I I I I I I I I I I I 3 j I o - I I LU I I m I o a I Z ~ W f t ® 3 od cu I I 0 I U) o m I < D I ROOF I - - W O y Z y d I I IN OFSsgt, W ' o THIRD FLOOR PLAN � MARK A �� L -j LL _ 0_ I OAF (;Is T Eta C��/ °a S/ONAL ail I V e DATE: 09/26/2011 I SCALE: 1/4"=1'-0" ROOF - below - DRAWING#: I I ---------- -------------------------j Al 8-1 8 GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CONT'D) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: SECOND/THIRD FLOOR HOLDDOWNS: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY O (I)-CS 16 COIL STRAPS W/(26)I Od(0.148"x 3"LONG)NAILS WHEN T l DWELLINGS,EIGHTH EDITION(780 CMR),AND ALL AMENDMENTS,WHICH 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE "PLYWOOD-(EDGES BLOCKED) I STRAP IS APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH(1)TSP CONNECTOR AT 32"O.C. PROVIDE(9)-lOd x I i NAILS 32 8d COMMON OR GALVANIZED BOX NAILS r+6"O.C.EDGES AND END LENGTH AT EACH END OF STRAP)OR(30)8d(0.131 x 2 Z"LONG) TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. 12"O.C.FIELD. NAILS WHEN STRAP IS APPLIED DIRECTLY TO 2X FRAMING �{ 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT - MEMBERS.(l7"MIN.STRAP END LENGTH AT EACH END OF STRAP). WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REQUIRED WHEN USING H2A CONNECTOR PER NOTE T,"ROOF FRAMING Ls PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE.AT W FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". 32 PLYWOOD-(EDGES BLOCKED) EACH END OF STRAP. IF STRAP IS LOCATED AT EXTERIOR WALL,DWELLINGS(WFCM),AND THE"MINUMUM DESIGN LOADS FOR BUILDINGS - 8d COMMON OR GALVANIZED BOX NAILS @ 3"O.C.EDGES AND ( W AND OTHER STRUCTURES(ASCE7-02). THE BASIC WIND SPEED FOR TIIE 2.EXTERIOR WALL STUDS ON SECONL)FLOOR'10 BE ATTACHED TO 12"O.C.FIELD. CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE STUDS ON FIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS 16 IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE CATEGORY'C'. COIL STRAP W/(14)IOd NAILS(7 NAILS AT EACH END OF STRAP)WITH A SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE STRAP STRAP CUT LENGTH OF 18"+THE CLEAR SPAN ACROSS RIM BOARD. 32"PLYWOOD-(EDGES BLOCKED) AROUND THE HEADER BELOW. PROVIDE HALF OF THE REQUIRED 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL STRAPS TO BE SPACED AT 32"O.C.(EVERY OTHER STUD).STRAP IS NOT A3 8d COMMON OR GALVANIZED BOX NAILS @ 2"O.C.EDGES AND NAILING AT EACH END OF THE STRAP.) BUILDING OFFICIAL FOR THE STRUCTURAL.FRAMING INSPECTION(S). IF REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. CS 16 COIL STRAPS - - 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE O (2)-CS 16 COIL STRAPS W/(26)10d(0.148"x 3"LONG)NAILS THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE TO BE APPLIED OVER PLYWOOD SHEATHING. 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. INSTALLED AS DESCRIBED ABOVE COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL O (3)-CS 16 COIL STRAPS W/(26)10d(0.148"x 3"LONG)NAILS ~% CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN 3.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT - 3 INSTALLED AS DESCRIBED ABOVE- ® Q THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL 32"O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)IOd NAILS TO RIM NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2,AND 3 LISTED h�l INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 z"). FOUNDATION HOLDDOWNS:. a VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF CONNECTOR PER 32"O.C. GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR ALTERNATE STRAP USED AS A SUBSTITUTE. O_ HDU5-SDS2.5 W/SSTB24 J"DIAMETER ANCHOR BOLT W/CNWg INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE COUPLER NUT BETWEEN SSTB24 AND J"THREADED ROD INTO GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT FIOLDOWN. POSITION SSTB24 W/ANCI-IORMATE TO NO. REVISION/ISSUE DATE EXPENSE. 32"O.C.AND PROVIDE(6)I Od NAILS TO STUD AND(6)10d NAILS TO RIM 24"APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WITH APA FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT IN BOARD. WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER TOP TECHNICAL TOPIC TT100. INSTALL STHD14 HOLD DOWN STRAPS AS PLACEMENT. CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED I N THESE OF SILL PLATE. FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. - INDICATED IN HOLD DOWN SCHEDULE O HDU8-SDS2.5 W/SSTB28'p"DIAMETER ANCHOR BOLT W/CNWg" ACCORDANCE WITH CATALOG C-2011. IT IS THE RESPONSIBILITY OF THE 4.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL - COUPLER NUT BETWEEN SSTB28 AND I"THREADED ROD INTO CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE HOLDOWN. POSITION SSTB28 W/ANCHORMATE TO MANUFACTURER'S SPECIFICATIONS. FOUNDATION. FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT PROJECT ADDRESS: PLACEMENT. 5.ht'c'Ei:GlivEu:ED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL IIDU11-SDS2.5 W/SB 1X30 1"DIAMETER ANCHOR BOLT W/ 721 OLD POST RD. 5.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION SCHEDULE: I] COTUIT,MA INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. CNW 1"COUPLER NUT BETWEEN SBIX30 AND 1"THREADED HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE ROD INTO HOLDOWN. POSITION SBIX30 W/ANCHORMATE TO CONNECTION TO FLOOR RIM BOARD FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT L=1'-0"TO 4'-0" (1)LSTA 9 (1)SP4* PLACEMENT. ROOF FRAMING CONNECTIONS: L=4'-1"TO 6-0" (2)LSTA 9 (2)SP4* WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 1 I HDUI I-SDS2.5 W/ V DIAMETER THREADED ROD THROUGH 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4* THE PARALLAM BEAM BELOW WITH A 3"X3"Xn"PLATE. RIDGE WITH(I)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6# (3)-16d COMMON NAILS PER 16". WASHER AND I"NUT. - * STHD14 WITH(38)[Od NAILS INSTALLED IN ACCORDANCE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/IOd COMMON L=10-I'TO 16-0" (2)ST2122 -(2)SPH6 NAILS TO RAFTERS.(REFER TO DETAIL 1-RF) (4)-16d COMMON NAILS PER 16". I4 WITH APA PORTAL REQUIREMENTS. POSITION WITH -ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE - 2 STRAPMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR CORRECT PLACEMENT. THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE THE JACK STUD TO HEADER.ATTACH CONNECTOR WITH HALF OF THE 3 (3)-SIMPSON SDS25312(q"x 31")WOOD SCREWS PER 16". APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS � HOLD DOWN ANCHOR GROUTING PROCEDURES: ALTERNATE:USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW. TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. CONNECTION TO CONCRETE FOUNDATION TSP CONNECTOR PER "WALL FRAMING UPLIFT CONNECTIONS", - CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND 'DIA.THREADED ROD INSTALLED IN A 10"DEEP aa DIA. - IS NOT REQUIRED WHEENN USING(I)H2A AT EVERY RAFTER. RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS O HOLE. HOLE TO BE BRUSHED AND BLOWN CLEAN.EPDXY ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. ROD WITH SIMPSON SET EPDXY OR EQUAL I.A.W 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE NOTE: SILL PLATE CONNECTION TO CONCRETE MANUFACTURES REQ. _ NSTALLED IN A 15"DEEP I"DIA. BLOCKIEXTERINR WALL AT NG AT 6"O.CTHE ROOF WITH PROVIDE`V`NOTCOOF SHEATHING H IN BLOCKING TOILED TO PROV PROVIDE g' DIA.THREADED ROD 9'DIA.ANCHOR BOLTS AT 32"O.C. ® HOLE. HOLE TO BE BRUSHEDAND BLOWN CLEAN.IEPDXY k r A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT ROD WITH SIMPSON SET EPDXY OR EQUAL LA.W pp l/ '7ti ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE y"DIAMETER A307 MANUFACTURES REQ. Jvt C K E N Z I E.DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC CONNECTOR. B. HEADERS 4'-1"AND LARGER REQUIRE 2 JACK STUDS AT EACH END STEEL ANCHOR BOLTS WITH 3"x 3"x 1"PLATE WASHERS WITH 7" I 1"D[A.THREADED ROD INSTALLED IN A 24"DEEP I y"DIA. O MINIMUM EMBEDMENT INTO CONCRETE - HOLE. HOLE TO BE BRUSHED AND BLOWN CLEAN.EPDXY FNGINF.FRINC7 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE OF THE HEADER. ROD WITH SIMPSON SET EPDXY OR EQUAL LA.W - CONSULTANTS ........................................................ EDGE OF THE ROOF SHEATHING. ATTACH SHEATHING TO BLOCKING W/ C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF MANUFACTURES REQ. 8d NAILS AT 6"O.C. RIDGE BLOCKING IS NOT REQUIRED WHEN HEADER TO THE KING STUD ADJACENT TO THE OPENING. 1279 MILLSTONE RD. SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR LEGEND: BREWSTER,MA STRUCTURAL RIDGE BEAM. D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF (774)353-2144 THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4)-I0d NAILS -- TO KING STUD..FOR CS 16 STRAP SIZE REFER TO NOTE T'ABOVE.FOR - SHEARWALL CONSTRUCTION: I SHEARWALL TYPE N p, FLOOR FRAMING CONNECTIONS: FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO W$S THE FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE"4" 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X [� 1.PROVIDE 3 I'x 9I'PARALLAMS UNDER ALL INTERIOR SHEARWALLS ABOVE. STUDS AT EACH END OF WALL.(UNLESS NOTED OTIiF.RWISE) O SHEARWALL GRIDLINE Pv�AR iC WHEN THE SHEARWALL IS PARALLEL TO THE FLOOR JOIST FRAMING 1 DIRECTION. IF CS 16 COIL STRAPS ARE SPECIFIED AS HOLDDOWNS AT E.KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED'ABOVE 2.FACE NAIL DOUBLE TOP PLATES W/I6d NAILS AT 16"O.C. USE(8)-16d g vpl THE END OF THE SHEARWALL,WRAP THE STRAP(S)AROUND THE 3 n"x 9}" IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO NAILS AT EACII SIDE OF LAP SPLICES IN TOP PLATES. THE OPENING. Oj SHEARWALL HOLDDOWN TYPE.. F.SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE(I)A23 CLIP AT 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL. `y TIIE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACI I END OF ® SHEARWALL HOLDDOWN THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT ��C GISTS \� ' CLIPS AT EACH END OF THE SILL PLATE ON THE TOP AND BOTTOM OF SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR ..........' SHEARWALL SS���AL ��G THE SILL PLATE. SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST FLOOR SHEARWALLS. - PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL - SPECIFIED SHEARWALL TYPE. ENDS. - JOB#: 11-247 SHEET: XK XJ #OF KING AND JACK STUDS REQUIRED AT WALL OPENING DATE: 9/22/11 C 1 SCALE: NONE TRIMMER STUDS KING STUDS MODEL NO. 51A. MIN.EMBED. MIN.REBAR LENGTH BUILT-UP CORNER STUDS MODEL NO. D1A. MIN.EMBED. MIN.REBAR LENGTH (PER PLAN) INA[LPER le) SSTB 16 5/8 12 50" .(PER DETAIL. ) WF WF SSTB 16 5/8 12 - 501. OPENING I SST820 5/8 16°i 58" SSTB20 5/8 16 58" - - 1�L SSTB24 5/8 20 - 66" SSTB24 5/8 20 66" CS16 STRAP SSTB28 7/8 24 g7" 741. (PER GSN) SSTB28 7/8 24 74'' - i SSTB34 7/8 28 n' 82"• I - SSTB34 7/8 28'" -82„ ISBIx30l 24" - 96 HDUIIOLDOWN[" SB1x30 1 - 24" 96" _o HDU HOLDOWN. - CS STRAP.*NOTE:94 REBAR TO BE CENTERED ON HOLDOWN AND - I I •NOTE:#4 REBAR TO BE CENTERED ON HOEDOWN AND LOCATED TO 5"DOWN FROM TOP FOUNDATION WALL (PER GSN) - THREADED ROD PER SIMPSON MANUFACTURER'S SPECIFICATIONS. LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALLFICATIONS. THREADED ROD PER SIMPSON MANUFACTURER'S SPECIFICATIONS. "14 ° SN) 45° d. (PER GSN) AR• SST➢HOEDOWN ANCHOR #4 REBAR' *- a - DSR(PERGSN)' (PLACE SSTB ARROW SSTB HOEDOWN ANCHOR EDGE DISTANCE a ON TOP OF ANCHOR- POSITION IN WALL PER L75"FOR 2X4 WALL a H DIAGONAL IN CORNER 3"TO 5' 3"TO 5" #4 REBARSIMPSON MANUFACTURER'S 2.75"FOR 2X6 WALL a APPLICATIONSILL PLATE d d a CNW COUPLERANCHOR BOLTo SPECIFICATIONS. SILL PLATE //GSN) 'ANCHOR BOLT'Jd(PER GSN) SSTB HOLDOWN.ANCHOR(PER GSN) d EDGE DISTANCE MIN.REBAR LL•NOTH a L75"FOR 2X4 WALL7- aSTB HOLDOWN ANCHOR " 2 7 I HOLD DOWN PLAN VIEW MIN.RL-BAR,. AL 5"FOR 2X6 WALL 2 HOLD DOWN @ PLAN VIEW 5"MIN. HD WINDOW OR DOOR OPENING xD EXTERIOR.BUILDING CORNER BUILT-UPIL. ICORNER STl1DS MODEL NO. DIA. MIN.EMBED. MIN.REAR LENGTH �..� (PER DETAIL. 1 ) - _ e7 SSTB s/a 12 " so": 2x4 WALL 2x6 WALL SST820 5/3 161" 58' r SSTB24 5/8 20 66" 6"O.C. 4"O.C. Gx6 DOUG FIR POST 6"O.C. 4"O.C. SSTB28 7/8 -24°i 74:'7SSTB34 7/8 28 " U -SBIx30 + _ +_-HDU-HOEDWN. � 96 rF.Td.mj. CS 16 STRAP - I 'NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND - HOLD DOWN 0 ~� (PER GSN) THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL (PER PLAN) ++ + HOLD DOWN + PER SIMPSON MANUFACTURER'S SPECIFICATIONS. ++ (PER PLAN) + + + + a ++ + + + MIN.REBAR - + LTPS #q REBAR. NO. REVISION/ISSUE DATE (PER GSN) - PLAN VIEW ELEVATION VIEW PLAN VIEW EL_EVATION VIEW . z NOTES .NOTES: • DSP(PER GSN)' a C7 - - 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS " #4 REBAR d OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. : - SILL PLATE d a CNW COUPLER EDGE DISTANCE a a 1.75"FOR 2X4 WALL - PROJECT ADDRESS: ANCHOR BOLT d 2.75"FOR 2X6 WALL 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS (PER GSN) SSTB HOLDOWN ANCHOR - OF 16d(0.162"x 3.5')NAILS AT 4"O.C.STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1ST STORY - 721 OLD POST RD. a SSTB HOLDOWN ANCHOR SHEARWALLS. T (PLACE SSTB ARROW - SHEARWALLS. COTUIT,MA • 3 HOLD DOWN @ ON TOP OF ANCHOR - . . .. .. . DIAGONAL IN CORNER PLAN VIEW I BUILT-UP CORNER @ HD INTERIOR BUILDING.CORNER APPLICATION) wF END OF SHEARWALL ROOF SHEATHING ROOF SHEATHING - - EDGE NAILING / - SHEAR.WALL END POST—� LSTA STRAP @ 16"O.C. - / ROOF RAFTER (NAIL PER wF ) (PER GSN) 2X BLOCKING BETWEEN PER PLAN RAFTERS(NOTCH FOR - - - ROOF SHEATHING VENTILATION IF REQUIRED. -REFER TO ARCHITECTURAL EDGE NAILING HDU HOLDOWN PLANS FOR MORE INFO.) (PER PLAN)(7)-IOU NAILS - @ EACH END - - ��1 i / noJ" i t-1-+ +++++-F+ .ROOF RAFTER PER PLAN.(REFER - k. "PARALLAMDOUBLE 2X TOP PLATE THREADED ROD M C K E N Z I E SEE ALTERNATE TO.ARCHITECTURAL PLANS FOR RAFTER DIMENSIONS AND SAVE - ENGINEERING ROOF RAFTER PER PLAN DETAILING) H2.5A(INSTALL PRIOR TO CONSULTANT.`. ALTERNATE:ATTACH OPPOSING RAFTERS BLOCKING AND PLYWOOD BELOW RIDGE BEAM OR RIDGE BOARD DOUBLE 2X TOP PLATE SHEATHING)ALTERNATE: /T" 'NOTE:DRILL HOLE FOR THREADED ROD - �2X STUD THROUGH PARALLAM AND ATTACH W/ 1279 MILLSTONE IU). WITH 2 x 4 COLLAR TIE AS SHOWN. RIDGE H2A � BREWSTER,MA STRAPS NOT REQUIRED WHEN USING A BEAM COLLAR TIE. RBC(INSTALL PRIOR TO (INSTALL PRIOR TO NUT AND 3X3X lj"PLATE WASHER (774)353-2144 ([F SHOWN ON PLAN) WALL SHEATHING OR ON PLYWOOD SHEATHING) TOP OF DOUBLE 2X TOP NOTE:NOT REQUIRED IF �N ASS I RRF PLATES,PROVIDE 90° H2A IS USED AT EVERY 5 INTERIOR HOLD DOWN q�RF STRUCTURAL RIDGE BEAM RAFTER TO TOP PLATE BEND TOBLOCKING) RAFTER. HD IN FLOOR FRAMING MARK McKENZiE to Co / GI ST RSSIONAL _ JOB#: 11-247 SHEET: - DATE: 9/22/11 S 1 SCALE: NONE OPTION#I HEADER SIZE A B t O O P O O O O G L=1'-0"TO 4'-0" (1)LSTA 9 (1)SP4 PER KING (l)A23 (1)A23 (1)H8 TOP/BOTTOM OF EACH CRIPPLE STUD C C (1)SSP NOTE:FOR HEADERS LOCATED _ L=4'-1'•TO 6-0" (2)LSTA 9 (2)SP4 PER KING (1)A23 (2)A23 DIRECTLY BELOW DOUBLE TOP (I)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO (1)SSP EACH END OF STRAP TOP PLATES WITH(1)CS 16 L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD. (1)A23 (2)A23 PER 16"WITH(4)8D NAILS E E (SEE NOTE W) EACH END OF STRAP. BEND rn V 1 - L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6 (1)SSP STRAP OVER TOP PLATES PER KING (1)A23 (2)A23 AS REQUIRED. ALTERNATRAFTER TO HEADER EACH HEADER(PER PLAN) �� I SSP RAFTER TO HEADER WITH �rl L= 10-1 TO 16-0' (2)ST2122 (2)SPH6 PER (1)A23 (2)A23 �1 HS PER KING A A OPTION#2 O HEADER SIZE A B C WINDOW/DOOR OPENING (1)-CS 16 (1)SSP L=1'-0"TO 4'-0" W/(5)8D (1)A23 (1)A23 (1)H8 TOP/BOTTOM a J EACH END PER KING OF EACH CRIPPLE STUD (2)-CS 16 O SSP 1 L=4'-1!'TO 6' EACH END PER KING_�" W/(5)8D (1)A23 (2)A23 NOTE:FOR HEADERS LOCATED ., E---1 - DIRECTLY BELOW DOUBLE TOP (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO V F F (2)-CS 16 SEE NOTE'3' - 1 SSp EACH END OF STRAP TOP PLATES WITH(1)CS 16 I 1 J L=6'-1"TO 8'-0" W/(6)8D PER KING PER EACH KING STUD' (1)A23 (2)A23 PER)6" N=ITH(a)sD NAILS 1� W EACH END (SEE NOTE W) EACH END OF STRAP. BEND - ti (2)-CS 16 (1)SSP STRAP OVER TOP PLATES L=8'-1"TO 10'-0" W/(8)8D PER KING (1)A23 (2)A23 AS REQUIRED. EACH END - - ALTERNATE:ATTACH EACH a (I)SSP RAFTER TO HEADER WITH B B L= 10'-1"TO 16'-0" (2)ST2122 R KING (1)A23 (2)A23 1 H8. PER NO. REVISIONASSUE DATE NOTES: I. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. D D 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5.DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 721.OLD POST RD. - COTUIT,MA 2 FRAMING @ WINDOW AND-DOOR OPENINGS WF McKENZIE ENGINEERING CONSUlTP,NTS 1279uM I LLSTONE RD. BREWSTER,MA 774 353-2144 OF o� Nw PdiARK A. �, P c ENZIE 1. co SIDE ELEVATION �s`/ONAL - JOBH:11-247 SHEET: - 1 PW APA PORTAL WALL DETAIL NO SCALE DATE: 9/22/I 1 S2 - SCALE: NONE •s. ° ^ : , , ��( , \ � _ �� �a ,� _. BAXTER NYE PTA I fit` ��/ ` � l'J \`� F �1.$ 3c.Q // �' Io f\\� Ear % lA h ( �/ N I , I I J x 3I,4 D.E.P. File #SE 3-4962 �� \ ti , ° ALL �� ;V �,� �„, :D�i� ;�. ''(k ENGINEERING & \ I 32.3 0 ,� �' II ------ ----- ' c _ r �J, Order of Conditions Expires: 9-23-2014 I �� \ � � I � , � t�o� `��+ \� ��' ��``�O `� y I � , P - a O l - ' P'MAG. NBIL SET BENCHMARK , •,� v�,��_ -__ ' SURVEYING I I MAG LOT 2A , , r' • --/`. _. ;1 EL 31.27 NGVD I Jew �' / _�. 1O '��� •p ro` '„� ?r }\� '� CONSERVATION NOTES: I '. _ _ _ _ --J - /x 29.9 r I � PLAN BOOK-�62 PAGE 17 _ _ ,1 _ �' . ' Registered Professional Engineers �� I \\`� / \ w 30.5 30,5 / a L\�.,, `� �,�>�, ` �► ' �� r' }` and Land Surveyors DONE UNTIL FORMS A do B ALONG WITH REQUIRED / a� c, , R �� r 1. NO WORK IS TO BE , � / � 2.83 ACRESt (PER RECORD PLAN) c, ,� � , � - 11 � - �' -`��-• PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. 31.3fi', 2. LIMIT OF WORK SHALL CONSIST OF HAYBALES AND SILT FENCING N i K _, EDGE OF LANDSCAPED AREA 30 78 NOrt / _ /` r�• `�' ` �, �, `'p�`` H h Street - 3rd Floor 1 r • • 9 �• � _ o r 7 TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. I tx 28.1 \ I r � x 29. CB DH FIND _ ' - - - Hyannis, Massachusetts 02601 _ 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO l - _-- - ( • THE CONSERVATION COMMISSION. \ \\ �, �`�2w '�9,0 28,8� r' ,�.o J �Z 1 ro Phone - (508) 771-7502 ' \ 31 2 I m / g_ - -\a _ ---- • ) ►+ -� . �� n ` Fax - 508 771-7622 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. i I `� \ I. / ` ' "'�" �` -� Timf =Ti"w ' \�<'I ( ) 1 \ \ \ \ \\ r EXISTING WATER SERVICE �� ` / i •,r-��11p1/ y , t ,�;� c0" V - ^ °o\ j WWW.baxter-n�e.COI11 5. ALL MATERIALS FROM HOUSE DEMOLITION SHALL BE DISPOSED OF IN ACCORDANCE WITH APPUCABLE REGULATIONS. 06-23-2011 ` \A - Hsi \ I x 2>7 2$.s r x 23.2 \\ \ \ \ / \ J� ' / •.�• ( oop� Pt •{.� �, f19�.eh �' fiC S T A S T A M P s •, • •.' . . Noise ' \ 6. A MITIGATION PLANTING PLAN SHALL BE PREPARED IN CONSULTATION �, �, WITH CONSERVATION COMMISSION STAFF. Q, 30.6 I \ a BOPS F M v 11 I -� ...• •�I 1 �� 1•A x-. �.�o.�V '�i p�`, /C�, '1'EI I 054/011-003 x 28.7 „ ' N/F PIEPER LOCUS Map Scale = 2000 io.s.r \ \TREE? GFo PRtaJECT BENCHMARK / `\ I 29.4 i vv 0. MAG. NAIL SET vv 1 ' 29.3 \ o u`�^`✓��G �'Q i \ v 28.9 piL� EL 30.25 NGVD 28,5 � ���� 054/011-001 ,� ` c r GENERAL NOTES . NA I/F NICKERSON 0�,�3` � 9B O i /�,' 1 ,il 2(,1/L- 3 0l►T ' , ,, ---, J� , 1.) THE INTENT OF THIS PLAN 6 SHOWN PRaPlosm WORK a LOCUS. W \ ,� r J I 2.) LOCUS AREA IS COMPRISED OF CONSULTANT a T NE RETAILING W LLS - '�' �'� -- , ASSESSOR'S MAP 054 PARCEL 011-M x&` _ DEED BOOK 6209 PAGE 38 TP r / .,� PLAN REFERS K•'tr PLAN BOOK 362 PAGE 17 - LOT 2A L PROJECT 664cHMARK_ '� 2 .4 `�'�" 1 �9,� � hfi MAG NAIL SET C PROPERTY OWNER. I Q� EL 27/67 NGVD \ •. .ijs a �- --`----• 721 OLD POST ROAD N 20.0 v� � .' �' \\ COW, W02635 CONSULTANT x M \ ` 1 , \ APPROXIMATE _ 1) PROJECT EEN f:CHkIlA AS SHOWN ON PLAN O `�► / / \ O LOCATION -ELF SEP _ - - ~ 30 WG NAIL SET DRIVEWAY EL 27.67 (NGVD) \ j /111 m 9MP�ENTS (FIEL '� 4.) ZONING NFORMMTION , LE / n��o LOCATION NEEDED PRIOR TO a 30,3 �_-- � �o� ZpOIG OIS1RICr RF a \ X \ CPILMENACIING WO AN AY_6� m = OVAY DISTRICTS: AP (AOLIFER PROTECTION) ` v _ LANDSCAPED f °'- [- RPW (RESOURCE PROTECTION OVERLAY DISTR" ` � � _ PREPARED FOR : t�S0.5' v L�� 9� - ------ -__ _-- _ - �� r^ �_ 31.3 x - �- AND PIER OVERLAY OISTRICTRMWATOW SHELLFISH AREA AND SHELLFISH RELAY AREA DOCK • X 31,3 Charles Pieper PROJECT BENCHMARK ' l ' �: 721 Old Post Road x x 18v.�� �� 11 � r I 1 .� � _ , 18.2 ` r i rr I TREE r E)OS1�G LANDSCA l �`,) ' ? LAWN / CB DH FIND SYS EM TD T 4 �� C EL 31.65 N( x 30 MNWLIM TAT ARM 2 ACRES / ' \ - , I RE11011ED ; �Q_ 2.9 6 _ ,�'_ / 31. MIINMLNI FRONTAGE: 150' �it MA OM5 i i I 15 7-r?'--i- 1_ _ ._--- .� N FRONT YARD - 30' SIDE YARD - 15' REAR YARD - 15' ! _ _ r '• �, x 2d14cj LUT or# •• ----- , 1 \ r �� PROPOSED ' Y� $Tq Tpp D �s v \? 5.) A TITLE CH HA•S E SEAR NOT BEEN PERf016ED FOR THIS SITE IFDEIE10/ED ,�e. PLAY HOUSE TO BE IECESSARI; A TITLE SEARCH STALL BE PERFORM BY OTTERS. � 1' N � N �� / M ` I ' .` 'a'o ` ST mON �4Nir� -`- / `�`jl7• / / THIS PLAN IS BASED ON AWAABLE RECORD NFID"TION, r ' 1 i i I I I 11 I 0pY f � PLANS AND MI ON THE GROUND FIELD SURVEY BY THIS BUTTER, MrE II rI I r r w S C Cw ' LANDSCAPED -� ' W_ ONCB FNp. ! �� '. r I 1 • 1 ; °Co l'I'c �` `� BY B�Pff EN TIN ERMc&� URVEYYNa6 ON %i1111 A 6/UPDATED11. r r \ ��fj� r 31,1 ` I x "r�!► do p 0 T m R -� 06-2 S� )��q�F �� �Ql �� g� COI KNW PANEL NLW�R 250001 MIS D C� 5 lye, �4 // ) THE FLOW INSURANCE RATE AMP DEFINES TENS AREA AS ZONES STORW F // C AND VI (EL 9.0). \\\ r r I 1 cv ' *"` O C Ln ' 1 1 7A pso N OlFpSE� \ �� _ •v� • T i' •flE CONTRACTOR STALL OWIIACT DIG SAFE(AT 1-8 -Wo-SAFE)NO UUM COWAHET TO LWAX \ \ 1 1 ! 1 \ x 29..3 SAr - , o , �O .• / '� rp / / ALL DOSWI/C UM III AT LFAST 72 HOURS FRO 10 THE START OF CON511MN.•110/I. DE LAOIIMII OF �\ I ' A / L �� T TC? N� '� / AS1RA:9W UWnM CMM AND LIES ARE STMIMII N M N'PM=MIE 7 �N'N OF \ F , W ONLY; LMY NOT BE LUND TO WN SHORT NDM31 NO NK KEN NESEA M V=ON TIE ; x 29. AWARE UIUTY Iff r Ds VIIED NWK 1TW OONIIVK.'IOR AMES TO LE F1uY RaPONSI8IE FOR \ N fal 4' Q, 054/0 1 v-003 ANT'AND Al6YS l D 0011 ILLW BEOOlSI O M Or DE L�IIIIICM11ft FIEUM:TO LOOOE SW 2 3.Q i I , \ \ � C F A. j ! PFWS R1CRK NO UNM3 L9MCU IF FIELD OMMNLS DIFFWS FAN RAN/LFOOrgM TIE `` N/F PIEPER COIA1bI W SHALL MP TIE ENL W NEDMITIY FOR POSME R.DE3WI1. O,�` "II \1 11 \\ `\ \ �'qT ' I // / / I � / � / � •LOCATION OF UNDERGROUND ELECTRIC IS APPRO)alAlE PER O BRUSH \\ \ x ;,� 7 PROPOSED 30.0 , NSTAR EIMIL AND SKETCH DATED JUE 23, 2011. MAL INDICATES LAMT OF x 3�.0 / LOCUS IS FED OFF A SME MAX PRIAMRY ON OLD POST ROAD WORK x 28.$ WITH SERVICE BOWTAPPED OFF POLE 84/31, CONTWIIANG WITH EXISTING \ \ \ / UNDERGROUND SERVICE TO HOUSE WOOD STEPS (TYP.) \\ \\ `\ T LOCATION ro \\ \ _ _ ` _-•••• / ,' •SKETCH 89-18 PROVIDED BY THE BARNSTABLE BOARD OF HEALTH OF SEPTIC COMPONENTS 6 APFIRID)MIATIE PER AS BUILT C •` \ �� ��r1iy \ > \ FIELDSTONE PATIO`_ \ / WANE DATED 3-22-M. ACRAAL LOCATION OF SYS U NEEDS TO BE c h'� �' x 28.6 VERFIFD SINCE SKETCH DOES NOT PROVIDE WENCH SIDE OF HOUSE • \ `� \ = / SYSTEM IS LOCATED NOR DOES R SHOW STREET LOCATION OR NIORRI ARROW! IL 3 o C 2.2 `\ \ `\` ,� ,�: \, \ - - Q 9 R�g$9.5 �' •MA70K GRD SKETCH PROVIDED DOES NOT SHOW GAS SERVICE TO PROPERTY. �� 40 SH ASSESSOR'S WORWTTON STATES THAT HOUSE S HEATED BY OIL, BUT THIS cc N x 28.4 - ' -0.2 ---- 2 9.0 INFORMATION MUST BE VERIFIED Br Dry-SAFE PRIOR TOORK ANY W COAIAEIVC/rG. i O \ \ `\ �� _ ` / / J/ • we WATER SERVICE TO PROPERTY ISAPPROXMATE PER SKETCH PROM BY THE W O �B - - O •r 27.n COIUIT WATER DEPARTMENT. H IL 9 , ,;�- _,`,?� _ / -- 2 7, •NFORYAITON RECEIVED FROM OOAICAST STAl12S THAT 1FERE S UNDERGROUND WWZES �\ .a \ ,` \ ` ` \ 1` FLAGPOLE G ---- -BRUSH-------------- -x '�8.0 x �'_ / TO HOUSE /733 FROM POLE /31-,A ALONG WRH A TRANSFORMER TO PEDESTALS. x 27,2 j COMCAST WY BE CW`ACTED F FURTHER INFORMATION S NEEDED TO LOCATE 1FESE ~ C � � _`- - - - _, �x, _, OOMIECTIONS (G1711E LINER/OOAIGIST O 508-760-3400 x33037). w O -STATE MD-TOW DMN = � ` \\\� �'\ ;ISM �'` �2�-------- -.- - --- _ ="��5 •VERLZON �O ! "OF 4�A16TAL.9�WK ITTaRS ---- SHIOMS NO CONDUT FOR OLD POST ROAD N 00iUR 0 xM ------------ - --------- _ - - - - - - - - - _ a _ _ ___ -____________ __-______________ - --- - _: ;" __ - SITE IS NOT wI►HNN AN A c.E C (AREA of cRr►Ir,AL ETNMiONAENfAL CONCERN). - �'' _ _ _ _______-___i__ - _- • SITE s NOT LLrMN AN AWEA of ErnwTED IMeIDtT of rMAE w aUFE bl -_ ---------------_---------_----- -_-- - -_ - _- ___ PER NIESP WP OCMSER 1, 2010 TSTWTED HABITATS OF RARE' \ - 4.7 - - _ _ -------_ ------_- - -_ - ,----_-__----_- -_ NIDLffE'FOR ARSE WITH THE W WEIIMQS PROTECTION ACT x REM ATTONS (310 CW 10).' ESTOATED HANTAT EXT M 100'1 = o \ - 2.1 `` -``__ - -_---_ - _ -_- SOUTH OF OLD POST RM BUT DOES NOT NCLUDE SITE AREA SHOWN a - \ STAIRS ON THIS FLAIL F x � '�-`- - _ -- - � -'' -- SITE GOES NOT OON'T71M A CDBFED 1kTINIL POOL PER NHfSP TAP 2.0 2.1 ?2 - , FL000 ZONE V11 (EL 9.0) ---- -_---f�'3 8 •OCMSER 1, 2010 TERIEED VERNAL POOLS' t a \ 1.5 x `\ ----' _ - - - - - `-___-�' - •SITE S NOT WHIN A PRORf1Y K WW PER NH#SP TAP OCMW 1, a a w - - ------ \ \ CB SET x3.2 ___---- -.-_ 2010 TRIOR11V HAB=OF RARE SPECIES'FOR 9SW 011 ER THE ' p 2 d6-23-2011-__ r-----_---- WSSACWSE77S DVMGR D SPECIES ACT, REMU.ATMINS (321 CMHOJ x -2.1 \ -- - PRIORITY HABITAT WENDS 100't SOUM OF OLD POST ROAD BUT DOES 1.9\` _ -- 25 N_---__ NOT WK SITE AREA SHOWN ON THIS PIMA • \ --'._._-X- ___ `���._ _.-,- ._,' ___ ' -' IONS N GR019D MINTER N -• r• W .� x 2.0 0.4 x \ \ 1.4 p -- -- - - ._ _ . . ----- -- ---"- __ 6 A _ x 2.3 •RECHWiGE PROTECTION AAfA n N \ a o SITE 6 WRMI A ZONE OF CONTRIBUTION 10 SALTWIATER E4T VNS (B.OH RM 31110-45). �p x 2.1 -------- ----� v m x -2.1 ---- 00 tp ''_-------------- ------------------------- x 1.7 1.6 �� x n•o _ _ SHEET TITLE o SIGN 'NO COMMERCIAL -- - - - --- ------- ___-- ti -�T MEA LOW K'AT septic system Plan N i x -31 SHELL FISHING" - / ER 3 0.2 . . . . . . . . . . . . . . . . . . . . . . . . x . . . . . EMSIMG SEASONAL DOCK 0 nn SE3-4271 SHEET NO z x -3.2 `J x 07ER11iAYS LICENSE 10,359 o (Irr DEFT. OF THE ARMY PERMIT NAE-2004-4193 p -l.7 I 1 D A T E : 09/23/11 x -2.9 20 0 20 40 x .� x -1.9 U n� IT2 o SCALE IN FEET x - �^ SCALE : 1"=20' 0 C) DRAWN/DESIGN BY: MTM CHECKED BY:AIWE 0 C) JOB NO: 20OD-049 C A D D FILE: 2000-049NOI-rov. 0 0 N_Z 0 Q • PIP `��- CU/ �� -, `� BAXTER NYE W File 3.49 2 �`.x ��' c . . . t i 3 .4 , v am+ r ' l�� n n, �Q ; E !� ENGINEERING & -' Order of Conditions Expires: 9-23-2014 \ ; ' -' �� `--___---- --- y o t�on�°��, �' a � V�y�w� - 1. PROJECT BENCHMARK - LOT 2A _ - , , +� '� , ��I °- '�-, :` SURVEYING % =� •rwAG NAIL SET 1 ._ ,' _`` \ - / �l #. . CONSERVATION NOTES: 31.0 EL. 31.27 NGVD _ - \ __ _ I J�� ', ,�� \ U , or-- s.-��r• ,• ��. yl- t I \ I I PLAN_BOOK- 62 PAGE 17 '` -_ °'° �� ' tt o , •�,��\' ! �0.5 ;l � a / ' ;;- Registered Professional Engineers 1. NO WORK IS TO BE DONE UNTIL FORMS A do B ALONG WiTH REQUIRED , / 2.83 ACRES* (PER RECORD PLAN) 30.5 an \, "Q ,� `� 1 ,;ia �� d Land Surve rs PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. i ` 31.3 `\ - \ �° •w>' ,I • , _ ,� • • ':� " 78 North Street - 3rd Fl r 2. LIMIT OF WORK SHALL CONSIST OF HAYBALES AND SILT FENCING N I I \ _ 30 / _ , /. ,�TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. i i,. 2a , i i EDIT LANDSCAPED AREA \ y 2a 7 \ r•• •,�� !�- ,r 00 \ CS D H MD - O _ - ' .6 Hyannis, Massachusetts 02601 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO t �� ••. •. • THE CONSERVATION i , ^� 2 2s.�\ s� J " r b 2 . _ COMMISSION. I , ,, ' _--- �9.0 \ • - / r; f Phone (508) 771-7502 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. \ l 3 .2 1 J -- � •�` )� +'o . r5 4 �� r _:,--; f / "n Fax - (508) 771-7622 EXISTIN!y WATER SEPVICE .. ° ;. _ _�) , �-, Tins's ` ! www.boxter-nye.com I y'e 5. ALL MATERIALS FROM HOUSE DEMOLITION SHALL BE DISPOSED OF IN SET \ \� \ -__ / ' __ '• '' _ �� H •- ;Pt f( �'" ACCORDANCE WiTH APPLICABLE REGULATIONS. 06-23-2011 z �\ \ - / =� i x 7 7 28.3 Pt �• � \ ` STAMP STAMP \ s \ �, , , Noisy,,--'s ' , 1Lrbm 30.6 `I JV ' \ 0 •; 1\ • ��O • 1A OF M, \\ \ \ `\ ` \\1 v•2�3 \ 0 ,. '� / i •� y� �, s ion' • a •° p� X 28.7 STEPHEN C'yG 054/011-003 --_, „ ° A Y rt, ` \ • �, TREE PROJECT) f PROJECT BENCH / \\ i N/F PIEPER �,.-2 4- Locus Map Scale I = 2000 y ` C MUG. NAIL SET.: ,' `� 1 29.3 ti \ `� 05a;n1 '-Cn1 OUT \� '% �� X 28.s GENERAL NOTE: o,�F c,sTER is "IICKE�SON \ \ 29.5 D- -zd� 40 2 1.) THE INTEM OF IM PLAN E SHOW PROPosED 1Lm a LOM x C \v 23. 2.) LOCUS AREA S CMFM D OF. C O N S U L T A N T T NE RETAILING WALLS ,' 'r � - J � IlS5ES90R'S MAP 064 PARCH 011-002 DEED STOOK 6209 PACE .16 TP P L PROJECT ._' J / 3C PLAN REFERENM PLAN EAaOK 362 PACE 17 - LOT 2A �/' \ d� • 1`� ` a ( -I Qt ` \ r IGHT PO L� MU1G. NNL SET•` rz \ ' ` EL 27.67 NGVD i 29.5 PROPERTY OWNDR \ \ ------�• / = MR CEWILIT PIEPER cv ►�=p p ` ' / I \ O _ J ( 721 OLD POST ROAD coo �\ `` 1 ' I/ x 1t+j.tZ y OI COW. MA 02635 CONSULTANT APPROXIMAT& I� \ -14- - - � < l I 3 PRO= 8Efld>IilMC: AS SH NI ON PLAN / / `" ` _ LOCATION OF SEP 4. //' 3O ) W3 NAiL SET N ORIVEIUAY EL 27.67 m `� ` ', ' \ O� Pe+�NTS (FIE L i � ,••• i I \\ f \ �� LOCATION NEEDED CGS/�1\ &E 4.) 2CIMddG 3A710N 1 l \ \ `� `� PRIOR TO �_-- ,\ n \ a m� 0.3' ZOi M DISTRICT. RF l Y ,f COMMEI ONG WOR . ` "CL�F7ISTd1<G o \ \/ �` v . \ LANDSCAPED �'� ��`.� �� OVERLAY OlSiR1CLS AP (AQUIFER PROiECTION) •° SYs1E]I 10 !IE \ -- C WOO � PROI£CTTON OVERLAY DISTRICT) PREPARED FOR : \ i`'p t50.S' 1 / -�� �� ------- ____ _ v `-- [-- 31.3 REC3TfAT10NAL S1#LLFSH AREA AND SFELLFSH RELAY AREA DOC1t ', 1 \ ` �. f --- f^ _ ,' x AND PER OVERLAY DISTRICT x 31.3 Charles Pieper • \� , 1 I �, , t o`\� � ) / I � '' , •I �1 / ,a�• PROJECTOH FNBE?�'HD bIARK i ` CURRENT i�U11 Z0161VC REQUlR01E?II� y /�, 18.2 \ ' r ' I TpEE ' ? LANDSCApE�b O LAWN / /21 Old Post Road / I ' •I 11 n . v� COS EL 31.65 NGA6 x 30 Itl'!!' N LOT AREA 2 AM A��.■ -1 F 7�2' I ' ' / �jP� 2.9 6 __ Jv- MN" FRONTAGE: 150' V V`6i�� � PROPOSED WT OFf t ' <v "rT 6 °" "� O A� \ ' \ FRONT YARD - 30' SIDE YARD - 15 REAR YARD - iS • 7bp RdI HA.S i tD \ `y ' Q' �s s \) 1) A VILE SEA r KN 129 FORTED FOR VMS 9M IFDETEINED PLAY HOUSE / 1O BE fEWESSARI:A TITLE SEAMI %U BE PERfORIFD BY OTHM • t�t 0 ai/ r ' , B STO NmON \� �� IRIS PLAN S DiASED ON AVl01LAHIE REtiORD idFORIN110N, ' '1• 4,Q ; I + ' I ^ �y FE, qQq c,� ao I / ,' PLAINS MID AN ON THE 1XiD M FIELD SURVEY BY THIS allffM NVE yo0 srh �? CF 'V 'O�" ' a HOIIpG EN. INC. ON 7/15 03, 7 03 AND s 14 04. UPDATED O C S I LANDSCAPED ��✓ CB FND I -, BY OWTER M'E 0M*1hNG O SURVEi'NG ON 6121111 AND 6 27 11. 06-2 66 o /� 1 ��� 1 I fP I •,• r \ \ r 'T'o Qq `� P 0 �� • 3L1 , < I , r , ) M A , I/ I ..& I I I I 1 ` { •� \ \� OTC O/L ,� o- /� 6. ��,, ) CDI�IJPITI' PANE7. NIAlDE1ER 250001 0018 D /! �`'1<yJ�, 'Y q� S�(i o F3 N �' r/ THE FIM ItS RVICE RITE AW DEFINES THIS AREA AS ZONE'S 1s p J STORA61E , C AND VI EL 9.0). NIlk('Q SO p y / \\ 7v • , ',•1w 0"ACIDR 9Wi OO MI AT 1-E�J-d0-SM1�MO URM Odf'M�S TO LMIE c.. �. •� 4Y / / ALL FJOSAIC U1llIFS►AT lFi!'T 72 NdalS Pll�t 10 11E START ff OQfSlRl1C11d1. 1FE lACA1DN OF HUM � EJQSRMC lA�0110/f1blSlyd.C71A9E, lRtlTES�CONl111i5 AND UET ARE 900RR IN IN N'PROR�t1E a O ~ ' 2.. AM W LIMY ILLS NOFM N XDK TIE CONTIOIL•R1R AGREES TO BE RULLY Il130IMM FOR `�. �.� ,' / �x o i W ONLY WY NOT BE tw ED TO Ti T SR10m91 AND WE KM 1E WARCIED SM ON TIE 7 lw�c 3.0 i i ', �` `� �� \ 1l 9�� b q S``t3 /� ?4' �/ /' 054/01 1-003 / NK NO ALL OILlS S WIER1 MIT BE OLD_ D BY THE CMIWC70n AMIDE TO LODUE SAD \`�"` \•\ \ :\ \\`\ ` I i II \ \ \ \ \ \_ SS 041, N015Y TIE EIIC�FDt 11lIFDIQiELY FOR £R R' F�E37CRL iRE N/F PIEPER FSIT •1DO1110N OF UNOERCROIAID ELECTRIC S APPROXOINTE PER ♦ `: ``. `\ \ (( / LOCUS S FED OFF A BAILEE Pt�ISE PRIMARY OR/ OLD NDIfATES CO�• ' ', QAU�H `\ v 30,7 �O PROPOSED -/' 30.0 NSTAR DNA. AND 9 TMH DATED JUNE S '\ \ • •• • k jp,_ 1 e`� ` \ LAWN, ` - x f 1 0 / •�`�� �` •�`• Sl ` EXISTING �� wow '� Y R WITH SIERViCE BENG TAPFi:D OFF POLE 84/31 WITH ROAD ` \ ♦ \ \\ `\ ` `\ ��\ UNDERGROUND SERVICE m HotrsEr WOOD ',_TEPS (TYP.) \ `� / �.•L. �.. �. �/ *LOCATOR OF SEP'TLC COILVEM iS APPRO)MIATE PER AS BUILT \ ,\ ,♦\ \ \` `\\ ` - "' �� / SKETCH 89-18 PROVIDED BY THE DAARPMABUE BOARD OF HEALTH FIELDSTONE PAT16. Nt `-_ _ / ,' DATED 3-22-99. ACiUA!. LOCATION OF SYM NEEDS TO BE \ \ �,, ��. .\\`. .\���� �:, � � � 'h / •' x 28.6 x VERIFIED SINCE SKETCH DOES NOT PROVIDE WN1CH SIDE OF HOUSE man 28.5 SYSTEIE S LOCATED NOR DOES iT SHOW STREET LOCATION OR NORTH ARROWtn �49.5 WTV AI GRID SKETM PIIOVI ED DOES NOT SHOW GAS SERVICE TO PROPERTY. ! ASSE'SSCXYS N IS .. B FORWTION STATES THAT HOUSE HEATED UY OE.. THIS cc Ila NFORWTiON MUST DE VEWIED BY ORG-SAFE PRIOR TO ANY WORK OOM E111CM o� i \ \ - 29.0 .// J/ •WATER SERVICE 10 PROPERTY IS APPRO)MATE PER S1(ETCH1 AN PROVIDED BY TEE -+ COW WATER DEPARTLeC. IL an " cgs =�� \ `` ' -__ FLAGPUE ® 2 7.?, 010N REC:EM FROM COMOIS'T STATiS THAT THERE S t�fRCR'OURD WIRES F- ' \ �� �� \` BRUSH _-------„28.0 x TD HORSE f733 FROM POLE J31-,A ALONG WITH A TWIS R TO PEE)WADS. ` •- `_ - _ ? \�' =_--`` " ------'--- 2 7.2 _-'j-;; COiKAST iNY EIE CONTXCRED F PURIFIER NFCXR5MT10N S NEEDED TD LOCATE THESE ~ r -�p`` _�_y- r------ _ J _ _ �-'S - '; OONNECM (GENE LK#1T/COWAST O 506-760-3400 430371 V ■his , - - --__��OF ITN._BANK-STATE yWD' T 1DEPRTTiMS-' - �_; ,, w .� 15�;;, __ �- - ; - - -------- ----- ---- - - -� - �� -� _-_ - `------------_ - - •VERE ON SHOWS NO CONDUIT FOR OLD POST ROAD N COTUrr O �. �I _�-` - -__---____ __ _____________---------------_- ,� -� - - __ __ _ _ Q' a -----------_ •SiTE IS NOT W THIN AN A.C.E.C. (AREA OF CRITICAL E?AARONIiQITI{L CONCERN). `\ 2.1 ,�4 4r�`-- _ _ '�_ _----_ _-_-_-_-_-_- - --- -----_-__ _ '-_ •91E Ei M7f NROI AN AREA OF ESfI�tTED EMiBTAT OF RARs:Rd3rE `` 4 ' _ - --_- - _ - =___-_ , PER IEESP 1W OCTOIER 1,2010 'VSWED HAIIIWS OF Riff \ - __ _ ____-_-- - - ------- ------- --- -_--_ NI,DLFE'FOR USE WN 1FE Y1 ME'RAMOS PROTECTION ACT - -` _ __- -_ - -_------------------ -- ------- - RATIONS (310 CUR i0X' ESTIMATED WIRAT D7f TM 100't = � Z 2 1 `'�� `--_-__`'_-_-___- _-_-_---___-_ ------_-- -- ----_-�-3' - SOUTH OF OLD POST ROO EUT DOES NOT INCLUDE SITE AREA SRIOGEI O STAIRS \ `� - --- _- - - . �, ^` ,_` - - - S.2- -,_ ON THIS PLAFL a! H 2.2 `` _ ____- - •STTE DOES NOT CONE A CO FTED VERNV. POOL PER N'ESP wP a \ \ ___--'-- FL000 ZONE V11 TEL 9.0) ____------- X 3.8 OCTOBER 1. 2010 WIFID VERNAL POOLS' CIL \ ``\ - -------------------- - •SITE IS NOT ECTEWI A PRMIV NOW PER**ESP WP OCiOBER 1. � Cn ' J 2010 TRIORTTY 1iABRATS OF RW SPM_ FOR SPEES LEER THE w SET x3.2 -� o - - --- `\� 3.2 'd6-23-2011-_ _ ,----------------------'- MCSACHUSERS• ' El'DA)CERID SPIES ACT. REdA4106 (321 0/t10X -� - .................... _ PRIDIM NUN EXTEVD6 100'3 SOUTH OF OLD POST R'1'ViD BUT DOES _``--- __ - 2.5 __ NOT MCD lAE SITE AREA SH01N1 ON TFlS PLAN �\ r. -2.0 r1.4 \ Y 1 4 -----x `` 2.5 ------------- 2.4 _____--------------�4'�' •SITE S NOT 1LEM A STAVEIiPPROVED MW 16ROM 1Lt= � � H " \ - --------------------------_-__ x 2 3 2` RECHA1W PROTECTaN AREA \ O A 0 \ L� ` -0 • >y O 9 , SITE S 1LlM A ZOEE OF O /iON TO SIIUMUER ESltWM(B.OJL RM 3E0-45�. 3 3 v -,�1 On �� yti `\ X 2.1 x ----_ 1..x x m c., ----- 2.1 ---------_x 1.7 ----� 1.6 X 1.0 Y 1.4 - - - - - - - - �[ I I I 1 0 X � ` x 0.9 - � TITLE Z SPA N "No COVYERCIAL t - - _�.0 x nAft SHEET E E T -�+ y MEq SHELL FISHINC" -2.0 _ N COW WATER zielontic Srstem Ian CoEXISTING SEASONAL DOCK Sr.3-4271 SHEET NO -3.2 p r X WATERWAYS LICE 47 10,359 DEPT. OF THE ARWY PERiNT NAE-2004-4193 1 X -1.7 P) 2� D A T E : 09/23/11 x _ � .� Tom• y f 20 0 20 40 -0.9 immmmmmmmid X -2.0 SCALE IN FEET SCALE : 1"-20' DRAWN/DESIGN BY: WN CHECKED BY:MWE J O B NO: 2000-049 C A D D FILE: 2000-049MOI-m.dwo BAXTER NYE .1 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED N ACCORDANCE ENGINEERING & r WITH TITLE V OF THE STATE SANRTARY CODE DATED APRIL 21. �-> 2006. AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY SURVEYING TM A e p � c LOCAL RULES do REGULATIONS APPLICABLE. 1 1 r ICAL SYS 1 Gftl'i r f7V(I U 2. ANY CHANCE TO THIS PLAN MUST BE APPROVED IN WRITING BY f TMTTN � IPVaH�� � WIT TO SCAM WIHoWRIT EN PRIOR APPROVAL BY THE ENGINEER. Registered Professional Engineers and Land Surveyors 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO BACKFILLING, 7. NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR 78 North Street - 3rd Floor "! INSPECTION. Hyannis, Massachusetts 02601 PROPOSED FINISH FLOOR - 33.36 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 SET ALL MAHFIOLE COVERS TO r BELOW FFM GRADE PVC. UNLESS OTHERWISE NOTED HERON. 7 Phone - (508) 771-7502 PROPOSED GRADE = 31.5t RISERS & covERs SINAIt BE rvATERTx��r SET COVER TO 6' BMW FINISH GRADE 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED. TO THE "C Fax - (508) 771-7622 41444 RISER & COYM SHALL BE WATT IMIT HORIZON- , FOR A HORIL DISTANCE OF 5' SURROUNDING THE J LEACHING FIELD. AND REPLACE WITH CLEAN SAND PER 310 CMR www.boxter-nye.com 15.255 TO THE TOP ELEVATION OF THE SAS. MALE! HOUSE FINISHED BADE TANK = 31.0f /- GRADE - 30-% PORT LtG 1ROVCiR 30.0-31.Of 6. INSULATE ALL PI AGAINST FREEZING AS REQUIRED WHEN S T A M STAMP FLASHED GRADE OVER BELOW TD LESS THAN 3' OF COVER. P�ZH OF MqS = 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE c�, S 9 3" MIN. 9" (min) Cover GRINDER DISPOSALS. STEPHEN CyG ft NNN OUr - 28.9 4 SCH 40 PVC ' MIN. M FIRST 2' (TO BE LEVEL) 8. ) Cover 8. Ste: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT _ 2� 4" 40 PVC 2P1/8 tot/2 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL �' INV IN = 28.7 " MIN. 14 '` 0" NV OUT=28.4 LF�NG EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF No.30216 PVC TEE (SEE TABLE) 6" SUMP THE CONTRACTOR SHALL DETERMINE THE EXACT . LOCATION. BOTH HORIZONTALLY AND VERTICALLY. OF ALL EXISTING FSS/ONAL } GAS BAFFLE INN M 27.4 : . \- INV OUT-27.2 UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF 4 PVC,, / EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE GAS :S _/ WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND REINFORCED CONCRETE,--., BAFFLE 6 CRUSHED INV IN = 27.0 HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS BAFFLE STONE BASE L 66 REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY .. . . .• r ;.�,••:. .: RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CONSULTANT -�-.. • ,: ; �-- -: ,.--a-�-. OCCASIONED BY THE CONTRACTOR'S FAILURETO ...... _. •.•!• 'w•.r. '�• !_ .•• :.•z .• LOCATE THE 80X BOTTOM OF SYSTEM 25.0 5' MIN UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER No Groundwater Observed O Elev. 19.8 IMMEDV►TELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. GALLON T%10-C ai T VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS, TELEPHONE do DATA/OOMM AND RELOCATE IF CONFLICTING WITH ST-3000 OR EQUAL PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONSULTANT CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS LIQUID DEPTH N SEPTIC TANK DEPTH OF OUTLET TIE BELOW FLOW LINE REQUIRED. 4 FEET 14 INCHES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 5 FEET 19 INCHES SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE 6 FEET 24 INCHES APPROPRIATE unmy COMPANY. 7 FEET 29 INCHES 8FEET 34NCHE5 PREPARED FOR : Charles Pieper 721 Old Post Road Cot lft, VA 02635 12' --� FINISHED GRADE 36"MAX.-9"MIN. \y/ / / / / / \ COMPACTED FILL \ \ 3/4'-1-1/2' 2" OF PEA STONE DOUBLE ►� OR FILTER FABRIC 3/4' TO 1 112 DIST. LINE IN _ i t � ti I �1fr d cV 30.5" DOUBLE 24" EFFECTIVE DEPTH WASHED STONE 4' 4' 1 4' 85' E PLASTIC LEACHING CHAMBER DETAIL PLAN VMT CULTEC 330XL OR EQUAL NO SCALE s an AFEA fflemF- REsOMIAL• 9 BEDROOMS ( MAR+ HOUSE (8 BEDROOMS) + POOL HOUSE DATE: 9191fl ~ TOTAL DESN(xV FLOW SOIL EVALUATOR: BARNSTABLE w (0 now GW43AGE GOVER (NOT PIMUom) - R/A BOARD OF HEALTH AGENT: WSW �® Plc RAT _ ��� (CUSS WM 1) STEVE WILSON, P.E. DONALD DESMARAIS, R.S. o 1" � LIAR =WL CH GAWA OF SAI TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 CL M GPO/ 0.74 GPD/SF. = 13m sr. WL 00 G.S.E. = 31.0E 0, G.S.E. = 29.8t on G.S.E. = 30.2E ow G.S.E. = 30.5E PROPOZD 11 COLTEC MM CW MM WM 4. S NE ON ALL SIDES Ap; IOYR 3/2 ; LOAMY SAND Ap; IOYR 3/3 ; LOAMY SAND Ap; IOYR 3/3 ; LOAMY SAND Ap; 1OYR 3/2 ; LOAMY SAND . 1 . z SQL.A%k. + 81 k rx2 - 3M S.F. 0 BOTTOM AREA 1r x 95 - Taro SF- TOTAL AREA- 1,408 S.F. B ; IOYR 4/3 ; LOAMY SAND B ; IOYR 4/4 ; LOAMY SAND B ; IOYR 5/6 ; LOAMY SAND B ; 10YR 4/6 ; LOAMY SAND 1.409 S.F. x 0.74 CM^F. - 1,042 GPD 22` 240 24' 210 a SEPTIC TANK SOW. 99LI GM x 2= - 19M GALLM d � 0 1ST ooMPONEwT - low GALLON C ; I OYR 5/8 ; MED. SAND C ; I CYR 6/3 ; MED. SAND C ; I OYR 6/4 ; MED. SAND C ; I OYR 6/4 ; MED. SAND °1 2W COMPONNW- 090 GALLON 1 W/TRACES OF GRAVEL D.E.P. File #SE 3.4962 USE 2 COMP0NEINT MOO GALLON SUM 7W 44` 132` 132` 1200 ALIMABLE MII.Y FLOW AS PER B.O.K REG. 360-45 - 2M ACRES x 440 GPD/ACRE = 1.245 GPO C ; IOYR 7/4 ; MED. SAND Order of Conditions res: 9-23-2014 2DE9 ~ x• 132' CONSERVATION NOTES: FINISH FLOOR 33 36 SEWER INVERT AT HOUSE 28.9 NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED °° 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED SLAB ELEVATION POOL, 31.5 O EL 20.0t O EL 19.8t O EL 20.2E O EL 20.5t N 0 PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. SEWER INVERT AT POOL HOUSE 30.4 PERC O 560 PERC O 520 2. LIMIT OF WORK SHALL CONSIST OF HAYSALES AND SILT FENCING N SEWER INVERT INTO SEPTIC TANK 28.7 SHEET TITLE TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. TANK 28.4 3. A COPY OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO SEWER INVERT INTO DISTRIBUTION BOX 27.4 zeptic Srsuem Plan THE CONSERVATION COMMISSION. SEWER INVERT OUT OF DISTRIBUTION BOX 27.2 4. ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. SEWER INTO SAS OF SAS. 257.0 ll 5. ALL MATERIALS FROM HOUSE DEMOLITION S1lALl BE DISPOSED OF IN NO GROUNDWATER OBSERVED 1D ELEVATION 1 . 1 CERTIFY TWIT N APRIL 1995, 1 WAVE PASSED THE SO& EVALUATOR EX TION APPROVED BY THE DE1Wr M7 OF EN4�ROM'�'ENTAL PROTECTION AND TWAT THE ABOVE AW.YSIS WAS PERFORMED BY ME CtNRS1STENT IR'M THE REMM TR4W, EXPERTISE AND EXPERIENCE SHEET N O ACCORDANCE WITH APPLICABLE REGULATIONS. DESCRIBED N 310 CUR 15.017. Rog STC4IURE CC%�L ( 2622) QATF' 7�-5-2'u�/ D A T E : 09/23/11 20 0 20 40 SCALE IN FEET SCALE : 1"-20' DRAWN/DESIGN BY: WV CHECKED BY:MWE Y JOB NO: 2ODD-049 CADD FILE: 20OD-049NOI-renmi r P="-;zc TEsr DATq P-719 I DESIGN DATA'rr'�1 t Stv1 IG FG\�,n�1 5c\!•cn •B cclroorri� No G�+rtoa G Grim c!•C P' - D4t'C : Dcc ZCS IciSg IL'fG 1�Lf-c : 2 r» n/�N cL� C•,`C \\Q `� y} S:t�> l �.- Tcst-b Stew Wilson C Dc1i I�r Flow 7 x !I O - 770 9PcE (T,+lc?) Y ;� Vp Wlt11Gs:•i: .ltrr l7Vv\v„n �� j"i \Q �17 1 - -� .. _ Pcal�vj >=1ow . 77o x I Vz = 1024 ��� CFx' -60H) y a \5 f Y Scpttc. Tank 1024 x ISO = Is40 gc,llons 7P "I T-P'z ` t,p ` _ D % o USE. Z Otyd Go l lon TAr1Fc - _ -Ay To To�se'�I l r�OClls a n _ Laa clri.�y n�so�1 .. µ . Fci /f-�/ 6 Lc�c6i..f Gd//�1/s- afa�o 2 rsfa./c cr..o� i Svtosoil "• of/Tyf fS TDi1C e..// G i•O Jh GI Sci1i3 i _ "•AYr• ,,ti,,-,. •_a s,��u, C )( ')(� Zs )x(z, 9��/s, ) = s9s Gad =•, � , 1 �_. A30/ t-341 (S X Z 8x (/.0 9�c,/�sF� _ �2�t G�4/ y..i. Of //69 GPD a .; "` � HAKecKS Sa nC� NOTES ; 'ss Zon/E : R (, Tkc Iccaf-ton o f ,11 l)v\G12 YOuno( u+ilnccs Is gpprom ma+c. �nf-Irac+or sYtovlt4 cal l DIGSAFE (I-� - 3ZZ- 4844) - �/✓o [,.c�,6.- /YIAP S4� PARCEL -2 , v —21r I C'K'a Wte. C,01'0I7 WATER pEPT- 4(S-02) q28 - 26-S7 ) c, va�nimvw+ of 72 flours Prio.- +m +k& sto,r•t cxc.a.•latiorl , ft5�� / T /�1-/1 .Io/i.s/.��' .aiscr/ fr//e-crl 411oV> Scpl� Go--a/7617 LO / eA 4aa, /nk-rn rar/ ar�,./�cfvr> /ar/s./Vdm -Ormnttovj c,+- +hc HeolPel gyp+, � h 9• L74.tvrst : //a rions/ Gec�'ef7e E/t�trGa/ �otvM Z e0 l old fJost o/ L /'-3/c 8'4/-78 N y \ $, The eoasfia/ 6a,7/r on us ante is /eta�f,/� w0,Min \, /=/ovcO 2onc 1/11 C (Avc- /�Ichon C/ /90 M6.V-D) eeo shouzn on Y—E/r/A //'Iar ozs000/- Z)0/gG . RcvtSecQ Av�vsr Ic7, 15fls `2G "� G4 //c/ 3 �xts t'^5 rious c € A rim, Fir 33.6 TP 2 f ��us t co vc r �ro oc 11+I h+Y 4djvs t Go vice 7- onG fuo t be/o w �a cfe, foef be/a w y.-a Q04e J _ Z" Pecs tent /l /NV(j Founa/c>fion CCC///0' --- 4 L z8.0 O - Gcac fix•/ cys Box aoo0 6a//air b� 3.z5 lNV_ NI/ 5c t c Tn/r l�IV z9' Z7Zcf 27,q5 STONE Z)RIJ „ { �- 3/4'-I'z'Washcs Stv+u 2' -.. -W/ 1 _ r;a o+Fo m . f S y s+XM W RfT, wAt_1.. EL .,�/z's� ,� �i�at/sm•�'s/dcs� min o - r 0 �Djst. IIox r / r BLm f TP Z gK ISO NG ,yorJ /'CaK. /ccaPion o) d' Raj 1,7 1 1 Nj r \ \ p T3�VcHMAR►K LEG ENO TSn1D.;FL 3a,3 (N•G.V,0) w wa+tr ef-rutcc- SEPTIC SYSTEM UPGRADE 2vr1c.F eleetr�e. c.a ble N 3ur,edt 72/ OLD POST RO/}L7 Tst P:t c-oTU/ T, Mol SS SCALE : /���O � Q ToP o� , ,D,,4TE . �ar/uae 3, /96 �a..a••� - 13,4xT�rz � Nye', s"/l�c. AEG/S rZ-rz4-o 4AA10 SUR✓t Y'ORS �� 3 ,8077-°&" OF �gNK �•, C1Y/L eW1141E'RS Tr ,�' ,Do7••7r�.r/ of D.fN.to' y �, -•-�"- c4 �STEF�IJ/LLC � `Tl7/1`�S/'1GNvS�'TTS LO M.H.W. Per Plan co C07 U17 00 :rom.h1•W. Pc,- pia" 15"4 1 • GUY POLE 31 S-9 "+�� ^ t -t ..• aQ • •3t.s • ./Y r `+ f^20 +ri 'ate -,,--.�•+ r '`t,y - = ' 'r_. 72 ,Sol ;€ rf p i '* 7 ap go 'r•+_ +• ,q� , k ,•t ��� y: - ,- ,,k;�,.,s .,, 36.3 ...►'• \v) AD fyr+�- P cd '3 w !- -,,,._.r- 1' r-�, -`sy!' ,-x, ,i__'( 3 '...e k:�t t 't: . ! •••,,,,... R, M 193.96' fa y 'r, N xs : OLD - pOST C SAYP � .�:'=' ' �'� ;f + .•r"'-r r .r '-. 40 (� - ix 1 + ,-• t C - /'` / K, y t ate- tfarx'r j K",a ,;t,. P p 1 rr- r^"� { 4 f', C5 ...• r S i s t k CVti__, . r--.-r'-"'"ter -_"• • • ! ' �! f ''fir ti.4�'TYi �..",l• ''' °°� .�i'zw s� � .-�-� .:.,.,C CONCRETE PAD d `,.?�~" , Tk ff1 fJ ✓ CB -„-..--�-"..+ - + r ---- •► 'l V j j i ��? i •-.r y}, -x %t±.:'r'.'. - --r¢,'R`'',�,� " �,�._._,,____.. 8" WATER M =N gy01 50 E 0.00 \ UGHT' POLE ' Ylc�opr _. •\ s py ? • • 15 1 i \ '�'. ,s¢.�+�.��:,:;.'' rat},P`eai.� ✓ -, :# - � , \. f (' _. ii `°•` ' �+, i i,,.. } ...*+-�; ,7Y R•i?i153., '1 - y; \ r Pt f 4 '\ s`kY t y-.ii-�.-. ,5•5 •4,".t,:'�.'�-� :,. f z J.-,t'Y`r^'�rt CB/DH FND06-23-2011 •\ f f '; ,--`.: :;�.r . �' ., i *„ r •\ / � { f' '' 5, F4C'�3'r��t.,�y-��-.,:fi;, ,T'tr�;,% PtClifM� :�r s �' LOCUS MAP •� l r S i i�- '� SCALE: i" = 2000' 1 \ Qm�j i { ` ; i, '�, 3 4, ; 4441 3.4 \ LLJ LEGEND /ABBREVI1 1 F 0 \ X 35.1 c -0 UTILITY POL N t ; 33.: = MAG NAIL i � `. �. LOT 3D 1 \ PLAN, BOOK 552 PAGE 88 ` N/F PIEPER ® = ELECTRIC N ! 2 _ = WATER GATE m � ! .,�� ,�r .�� ; �,. �.�:�t-�-;.....�..�.-.--� OVERHEAD l x ti a UP #31A. TREE/SHRU r `;k CB DH = ` r / EI STONE BOU C = ^ �! i CB,.DH `\ _ CONCRETE , FND -.� �:, V..x j ,, FND - FOUND w _ 11 ---t' CCB = CAPE COD �� --------- 1" LS = LANDSCAPEI 2 i _ _ EP - EDGE OF P 34.6 ? O� ,` F t lk OF PROJECT BENCHMARK: DATUM N NGVD (RM-41) 3 s i PROJECT BENCHMARK tl a LOT 2A T l ii '`,MAG. NAIL SET T ' �� 4 EL. 31.27 NGVD , t ; � 4 PLAN BOOK_..3f 2"PAGE +17 _ -_..- 7BM = CONCRETE BOUND FOUND 0 ELEV.= 31.65 NG' 2.83 ACRES± (PER RECORD PLAN) i + ZONING DISTRICT: RF }! t 30 _ OVERLAY DISTRICTS: AP (AQUIFER PROTECTION) LANDSCAPED AREA r--f •- ' ` ~ RPOD (RESOURCE PROTECTION 01 x "� CB DH FND =. , F7 ,7,�f MINIMUM LOT AREA: 2 ACRES MINIMUM FRONTAGE: 150' } 2 _ - FRONT YARD - 30 SIDE & REAR YARD = 15 (A)-[.l. EXISTING-VATER SERVICE CB SET .. 06-23-2011 , ', `ti, ,, -�� ,-'' ' LOCUS PROPERTIES ARE SHOWN AS: LOT 2A ® ASSESSORS MAP 54 - PARCEL 11-2 �'o� LOCUS DEEDS: 054/011-1 LOT 2A 0 DEED BOOK 6209 PAGE 38 ! / `,TREEt-, c�0 PROJECT BENCHMARK N F PIEP AG. NAIL SET\ X `\ EL 30.25 NGVD a `i r =•.4 �• , v -' -001 �\ ` f' PLAN REFERENCES: LOT 2A @ PLAN BOOK 362 PAGE 17 9 ICKERSON °; ` '� \ y'� \ '� `� � % s' !''t � f ;, S ST iR `t4 f { i l ONE RETAIRIING W�LLS COMMUNITY PANEL NUMBER 250001 0018 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA C V11 (EL 9,0) Al (EL 12.0) . .2 \ PROJECT BENCHMARK . ` I ? E st.3 `1 IGHT P6 % MAG. NAIL SET,-----' I r? `�• 1 ate; - a !\ 1 t X 29 % i , EL 27.67 NGGD THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATIi '' f` _" - PLANS AND AN ON THE GROUND FIELD SURVEY BY THI coo :\ �- ♦ws ' ` , , y - ' \ _ - �_. ON 07/15/03 & 7/22/03, UPDATED ON 5/14/04 � ' 1 •�;F�4,0 `;ti ` ,�;� r%-�. ���, `' APPROXIMATE,,\-.3 y �. TqT •�.TOp ; �1., � �! ;1 `� t�U, `�'..._. LOCATION QF'SEPTI "- i , .� �. COMPdNENTS (FIELD \ N o , LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMA7 T �.. Ot"✓jV '•�cO,gS 4 t LOCATION NEEDED r, _ LE zi o 0 i F q i ti PRIOR TO >`" N SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIA s ; O T cu r� '`' UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. COMMEN_CING WORK)\ i ` m �► LANDSCAPED •� Ui rn ``� '; i i �•�;, �• ;,' `�'' `'. f --_ w I PROPERTY OWNERS: P ` •? `�. LAWN CHARLES P. & CAROLE J. PIEPER t ` t �` TREE '9. F LANDSCAPED ry o N � � _. •�.` �c,�' h `.�. 100 �, 721 OLD POST ROAD ' ' 6 _ A COTUIT, MA 02635 167s2 • +S i i ,.1 \, .0 � ..'..r-'.-.._ - s4 •V } } �<v .` `• 1.0 90 PLAY` ti��;' \i x <`-3 �.,` SC'9A�. STO �.`o� cY• G, , y • O ;� %� 1 • ;s[ `c' :, '' 0 141 ?, ' O LANDSCAPED f B FND % r J I .� O G S' F f' , 5 OOR -'M S X.�s�,;' 'f � rf �p � � �.,.: � � '\� ;��•\ � Np , ♦.._., .� � Hb'W�I� • ' � i 4''•`,4�� r ,� i ;� f '', `r 1`' •� ,q0 <1i p s33 0 ,' r 17 W ! OS STORAGE 19 " N OF U 054 011- 003 F 4.4 N F PIEPER BRUSH ti A,gTIO f!' ,r LAWN '' > .. `_-,, �,. . ;`'`•:'",' -::,,r=�. .,,` EXISTING ' ,,, �• `",••♦., 1 WOOD STEPS (TYP.) FIELDSTONE PAl'1C�' Q \ knz �"\' � -\�' "rf`..�4, •,�'a\.\' ti. tiM`ti`'�`. w �4,*..A.- 4.,,°.. ( ti � /tn `i f✓ 00 ```. " . '. .�'^.y,.,.,^•'`•,.'�.� -^.,,,r•``,,1" ..,'`• •*. ` `•.,."„�`-.,ems`-._ �.'^.y .. ,r , _^ ••� - '•♦,01.•1 '"- :✓ !•'` �s""e. . ,* .+'' ''� ``,.-, `•`.`t` ``...,,;�'*',.,,,, `mi�l'^.> �„"••.,�`"a.'`.�'`1,,...'` y�`''9q'..a_- .,`.,`Cf ..,�',s - _ , "♦.. _ 27, 721 Old 7 FLAGPOLE BRUSH . - . "� ' Post Road CB I FNI7 l 1'\ k�^' • A `4` ,,. ,•�y`ti "'`'` y`'-•..ham`'_ ``�`.""."""�.''\'\"-,,,,'+w.,.�(? R--.,,,�` ' ^�`1.� ..� <+� '` `�- �.- �, .'.c`:.s...i P .--.. _.....,. ,....-._._..........-.....,.-..-._....Y.__w.-.-........__,...,.__-.__... . 1_ _ TOP' OF GsAsT Cotuit Massachusetts a Y=`--- •�., -. AL-.BANK--STATE"'Ai�D""T �EFtNITf PREPARED FOR „ Charles Pieper '• , .''£ t1_ (' � +.."""„'^. \".,+..ti".-`.- tiTM - -• _+. ,--'L~•.,. __ "�.....,e•_y,.___....na..ysa'•_ "_.r_..`.r___-^..•..».ww-.w,_x xac-.....,n=.... ..Wmw,w..- -n.er.....w.-.+ TITLE =x1sti g Conditions Plan STAIRS - "" -4 - ;• =iced... _. _ _ - w "5 '-., `-..... x - µ`"me- .-.._.-....... ._.._.....___--• ._,..._ , - _ BARTER NYE & HOLMGREN, x -21 -----.___.._--_��` y ~��_ 3.2q =' 6-23-2©1l,w_-_ Registered Professional `' _ .... ._.__� 1.9X -_, ;- _ ---__ _�-. __w._� __ -'.5 Engineers and Land Surveyors X -2'0 `- �^ x 1,4 ,� __. ---- 812 Main Street, Osterville, Massachusetts 0.4x . _� __ .._ _ as achusetts 02655 _ ,. _-. _• -" x 2'3 Phone - (508) 428-9131 Fax - (509) 428-3750 , -0�__ x -2.1 x 2.1 x 2.1 (1 20 0 20 4'0 X -210 �c$� ,�� - --------- -_ -___-_-- __ x 1.0 _.__ u- SCALE IN FEET SIGN "NO COMMERCIAL SHELL FISHING" x -2.0 MEAN LOW WATER SCALE: 1" = 20' m. x -3'i REV. DATE: REMARKS 1' x -1.8 CO x -3.2 x x -1.7 :Y 0; 00-049 serve worsht 00-0d X -2 9 x -i,8 2000-049