Loading...
HomeMy WebLinkAbout0055 LITTLE RIVER ROAD - Health (2) �; SSr�Little�Ri�er�Road ��- ��Rk ��e''C�C�"��1�+1n *��rt� �'3' t}'�+ �e.Y�.� ��1wy �' +r�` ,,7��.� A 1".�'�{ t ,yq @ t,� ,� �, �r s yy � .a� �'7 ;�. 1 l II • II I Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: v c,_55 LITTLE RIVER, Please specify well type: Building Lot#: Assessor's Map#: Irrigation 053 'Assessor's Lot#: ZIP Code: Number Of Wells: <m4 001`� f02635 COTLA l I CitylTown: Well Location BARNSTABLE In public right-of-way: GPS C Yes r-No North: West: 41.62493 70.42534 Subdivision/Property/Description: Mailing Address: click here if same as well location addres Property Owner: Street Number: Street Name: STAURT RAPP 55 LITTLE RIVER City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02635 Board of health permit obtained: (;Yes r,Not Required Permit Number: Date Issued: W20200403 11/09/2020 ! Massachusetts Department of Environmental Protection Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) r Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock- WELL LOG OVERBURDEN L ITHOLOGY From(ft) TOM) Code Color Comment Drop In drill Extra fast or slow Loss or addition stem drill rate of fluid 20 Fine To Coarse S I Brown I: t~ NO YES NO Loss Addition C20 22 Silty Sand Brown i;� f7)Fast r Slow Lo YES NO Loss Addition 22 40 Fine To Coarse S€�J Brown YES NO FLoss Addition WELL LOG BEDROCK L.ITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(f) Code Comment addition of Large drill stem slow drill rate fluid Staining Chip s :ES f" r r h (, Choose Code � YesYNO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed I r`Yes C No Disinfected f Yes (=No Total Well Depth 40 Depth to Bedrock Surface Seal Type iNone �racture Enhancement CASING r Is Casing above ground? f From To Type Thickness - -- _ Diameter Driveshoe --- --- —------- - - _ -- --... ----- - �� 38 Polyvinyl Chloride _ Schedule 40 SCREEN No Screen From To Type Slot Size Diameter 38 40 Stainless Steel Well Point 0 010 ......... . - .......................................................... ................ WATER43EAPJNG ZONES 11"1 DRY WELL From To Yield(gpm) 20 40 12 PERMANENT PUMP(IF AVAILABLE) Wire Constant Speed Pump Description Horsepower Submersible 3/ Pump Intake Depth(ft) 35 Nominal Pump Capacity(gpm) 15 f S`' ' Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement Choose Material � J Choose Material iti+ C----7-1 C-= -Choose One- ; WELL TEST DATA Date Method Yield(gp m) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) - -- - _ -- --- . - . _........... - --. - ----- ---- 11/23/2020 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured 11/23/2020 20 112 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Monitoring[M] Signature PATRICK, DESMOND WELL Firm DRILLING INC. Rig Permit# 0551 Date Job Complete o3/09/2021:- NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. ENMOTECHLABORATORIES,INC. AM CERT.NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandivicli,_.MA 02563 008)888-6460 1-800-339-6460 FAX(508)8884446 Client Nan;e: Desmond Well Drilling Location':. Address: PO Box 2783 55:Little River Rd Orleans, MA Cotuit;MA 02.6.53 Lab Number DW-204450. Collected By. : DWG Date Received: \11/23/20-i Sample Type Well Specs Irrigation 40720'' a E Locntlon Sourced batee vll ce tetl �Trnre¢C Jleclerl� � �yik Corn►ri`ents t �11/23/20a r' r" 14 QQ .411alysis Requested Units Recommended Litnits Ahalysis Result Method Date Analyzed Analyzed 9 Total Coliform CFU/100mL 0 0 SM92226 11/23/2020 KF(a�16 00 _—- :- pR:; P.. tinit' 6 5=8:6 "6 66 , S(VI"4500 Ti B i1%23%2020 ...__ Specific Conductancett: umhos/cm 500 73 EPA 120,1 11/23/2020 SD Nitrite-N mg/L 1.00 <0.006 EPA 300.0 11/23/2020 SD Nitrate-N mgiL 10.0 0.55 EPA 300:0 11%23/2020 SD __...__.. _.._ ._........ . .... _ Sodium mg/L 20.0 10 EPA:200.7 11/30/2020 KB Total iron mg/L 0:3 0.03 EPA 200.7 11/30/2020 KB Manganese. mglL 0.05 <0:005: EPA 2007 11/30/2020 KB Coriinreirts: All samples were analyzed within the established guidelines of US EPA approved methods with.all requirements,met, unless otherwise noted at the end of a given sample's an.a.lyticai results. We certify that the following.results are true and,accurate to the best of our knowledge. Water meets EPA standards and is suitable for drinking_for parameters-tested -=---- ::44 Date. �12/1/2020 Ronald J.Saari Laboratory Director BRL .Below Reportable Litnits. *See Attached Page.1 of 1 aCerfiflcation is not available for this analyle for potable water samples.. No. 00z ' Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpPliLotlon for Disposal *pstem Construrtlon VPr;ndividual Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Components Location Address or Lot No. �:S- `�{-arm \��� �.� Owner's Name,Address,and Tel.No. 5t�.•��y �y 2� Coa.-N..�r _74k Assessor's Map/Parcel fo5l ® —Qn Installer's Name,Address,and Tel.No.lj H7— fl Designer's Name,Address,and Tel.No. c ® `s Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided r gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) —�y �c h�� n� (J Z.%.,, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f191th. Date pL Application Approved b Date Z4 ZTp Application Disapproved by. Date for the following reasons Permit No. Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: oe Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS _. Rpplication for Misposal 6pBtem (Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(. ) Abandon( ) ❑Complete System [+ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. St"rk IAIZ Assessor's Map/Parcel c!S aQ04° —uj Installer's Name,Address,and Tel.No. Q L(k'D Grrp Designer's Name,Address,and Tel.No. , Type of Building: Dwelling No.of Bedrooms 1. Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ! Nature of Repairs or Alterations(Answer when applicable) -rNSA"t�� �e� � 0&, djCW Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in . accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by tABoarH lth. Si t Date Application Approved by Date 20 2 Application Disapproved by Date { ., for the following-reasons Permit No. t 9 Date Issued I,� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ` Certificate of Compliance c THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( V) Repaired( ) Upgraded( ) 1 Abandoned( )by C,\ `%3trae I-T�ct 'Ck 0�s C at ,�-�.t-�e, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q .` dated 7/7.l�tv Installer Designer #bedrooms A) Approved design flow gpd The issuance of this permit'shall not be construed as a guarantee that the system wil fun ionr!as designed. Date 2 u Inspector - - - ------------- ------- - No. .-- ! i _ _ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION.-BARNSTABLE,MASSACHUSETTS Mispo -at *pStrm Construction permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) Systenrlocated at e fj L I !L 0,%-VCg, .�� --�-i.t 1 T 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:Co stru tion must be completed within three years of the date of this permit. Date ?1.�,0 Approved by n No. w _.L Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ]Diary �&pBttm Cone-trutdon Permit Permission is Hereby granted to Construct(. Repair( ) Upgrade( ) Abandon( ) t System located at aril as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with True 5 and the.following local provisions or special conditions. Provided:C. tr ction,must be completed within three years of the date of this permit. Date Approved by. rj n 3 HS r �f&' o oa Dapii LE i L l Li C> Ll 5'r { 0' Fee , BOARD OF HEALTH TOWN OF BARNSTABLE 2ppricatiou _Ior eVell Con5tructiou permit _ Application is hereby made for a.permit to Construct ), Alter( ), or Repair( ) an individual well at: , 5S. kver Road Doi Location-Address Assessors ap and Parcel Rgee, Sfiva.rt w T'6 �� way n stmpi . V,Ilie� Owner I Address OQ&fmy) l w?i D r t k% , Inc. �-0 �3ox Z`Z�� , l���t(1.Yls M� data Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4" sdylad 1.D NL. Capacity Purpose of Well 1Y r I UII�'+l n Yl Agreement: The undersigned agrees to install the afore described 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 Certificat f Compliance h een issued by the oard of Health. Signed �`ao 6 Date Application Approved By (. . Date Application Disapproved for the following reasons: I Date Permit No. © Issued I ( �, Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual yvell Constructed�0, Altered( ), or Repaired( ) by ��5 4 (.� �(��� Qal `nox Installer at 5,15 I9.6" has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Wel Pro ction Regulation as described in the application for Well Construction Permit Now:;�q� Dated q 1 Olt> THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ?.04� mil/ r o? Fee A BOARD OF HEALTH TOWN OF BARNSTABLE ZIppricatiou -for lVell Con5tructiou Permit Application is hereby made for a permit to Construct' Alter( ), or Repair( ) an individual well at: Location-AAddrees/s�� -r^�kQ Mal y/� f Assseesssorrs�Map and Parcel f +♦` , ]�. � - . P P, ✓1 Vl LL r'I `� \ 1\ 1 1 Y al t \ f l f-\,1�G{ .0 C N-(V i I V. 1 V� 7� Owner Address Resrnor�d wt1► Dr , lll�i1 , Inc. o �3ox 2 `7 3 tyafis Mh 02b Installer-Driller Address Type of Building f Dwelling I/ Other-Type of Building No. of Persons: Type of Well q, 5 c►'tid 't :. - Capacity Purpose of Well ix t i n(A D n Agreement: The undersigned agrees to install the afore described 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 of Compliance has-been issued by th�eABoard of Health. { Signed ']� o _ {� ro!r7� Dates(� Application Approved B PP pP Y V Date t Application Disapproved for the following reasons: 1. ^. Date Permit No. �� J —~" / V Issued ' J6-0 Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, that the/iindivid\Ju�{al(well` . /C�onst`ryu�cted P, Altered( ), or Repaired( .) by �Y �7 9 1�1)Y 11 1 1/\�f.1` rM A V Installer at 55 1--lffil-e '1'Jer I�OCII� . Gotw'\- 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 N4� )qr,) Dated r/( 1 Q THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date 6 Inspector rs�..w�.«�+�sss.�•s.+�+r.�sw� .s.cr�..s-rsy�� .rriw:�:�,r.-�.s.`��-�+xs.4:a+.s�.sva�.�.e��vnr.+se�a���^s`v-�-s..►se�.s.►w.w•�s-fs»-sy BOARD OF HEALTH TOWN OF BARNSTABLE Yell Construction Permit No. � 'N G yd Fee w 11 Permission is hereby granted to �s�mun d �`Q 1,1 by i l 1, eq , yic. Installer v to Construct Alter( ), or Repair( an individual well at: Street as shown on the applieationlfor a Well Construction Permit No. ..-pated' A A(z) Date Approved B y 14; ._ N r .. .y .: •G u ow f Wf�: �6 •��',' 1 o f Cotu;f.'Hay O w, �p ij �-0�'�'` A. y y ri _.. _r.� 10o U$SMA z � 13?, o �" �.,._. �'•� - x „39 ,;Y -" hIr b S., SEWER PIPE, IN CONNECTION N0.2 18.4E § !N TAxl CIF.ANO.T k Y 1 1I 2 1.-. 44 1 x�i } " IS17NG }i SEWER CONNECTION NO.1 Z - ;1 C.I. P:FE !Nr.=19.:7i -m.S HO SE (05) � Iv' W AltOARt£S) ryEc '1 i,...--15 BENCHMARK[ a SCREW SET IN •c - � � o rA . . . _ . s 1 - . i < I DR1P�£ GINC �, ., At °- C ' qq k w .) f L 'X,in�. "a EL>aDp 7 ` o x 20A <?n PROPOSED SEPTIC:TANKa. o PARCEL ID: 053- 004 001 29.504 S F.t 04 o • x r s16 3N 11 N I N ` A., SHELL DRIVEWAY p 5 VENT oa py EXI57 S•. DRAFT r 4 1 _, M 55 T i�r LD LEGEND _... r$ 3 2 EXISTING CONTOUR �t' j� 7IIcY. F id ►� ).. EXISTING SPOT-GRADE. >... ._ .... "e...�r.E_... 0 .. _UNDERGROUND WRES 228l - o n '. ... } 0" EXISTING GAS SERVICE a___ r TEST PIT EXISTING WATER SERVICE LITTLE RIVER ROAD -FAR � a ?� BENCHMARK w N� yW - W I-P -, Fic,& d 7 Z,97w)2-0 sJU. ' ��� :: 4/m LLp 'Px+' •nl',S yyY� S .• t • F � b y j ` Y�', • ~ ' # , .. C111a}� .. .. +. �'/J�'F/q{gyp .�q1.t {��y'�� • �■(♦ '' 4 S I Ii, ' `" + n ,1 - • F ,r:may. ���fff - - F b ` - .µ N TOWN OF BA,.RJNSTABLE ,LOCATION �S I}'-_��1 Y�l� @�U SEWAGE# VILLAGE CIS" ASSESSOR'S MAP&PARCELj6 -� -(,�I r"J INSTALLER'S NAME&PHONE NO. OQ I Y :S E VjJhj3 n (may 1�- SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /2A ,(size) sw NO.OF BEDROOMS L4 N OWNER .. rlVADD PERMIT DATE: 17 Ilk- COMPLIANCE DATE: �a 6 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on ( site or within 200 feet of leaching facility) NtQ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of lea acility) WA Feet FURNISHED BY Ay -41.5 A5:-62 A g A7= 67.b A2 =C- $2= 22. 5 - , - By =y7.5 1.� zi0"( �5= b4 � r 0 0 G� 8 0 0 0 z . No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye ftpliCation for Vspopl 6pstrm Construction permit � , Application for a Permit to Construct( ) Repair( ) Upgrade ❑ a� Abandon( ) Complete System ❑Individual Components ►-� Location Address or Lot No.j� �.) C IVC,� Cdt�� Owner's Name,Address,and Tel.No. 06kh EAt(,(SiS , r Assessor's Map/Parcel pS 3 "d n—001 b O r r,ABC, KW o rr JJY +6 D A „a Installer's Name,Address,and Tel.N . Designer's Name,Address,and Tel.No. Pe�"t l- KcE � eZ M (��li►AIA l F)talvd h +Se�f�(' �i� 12 WeCf CWAcIdizoad Type of B ding: Dwelling No.of Bedrooms Lot Size Zq j_5bgsq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required 4 gpd Design flow provided gpd Plan Date jib IL Number of sheets Revision Date Title ), Size of Septic Tank I at !D Type of S.A.St ((OhU L it Ch tj(��¢r( (5W a 1 Description of Soil l Q - "'°'�T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f lth. Signed Date 011JI Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Zk — Date Issued No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS. RppliLation for Disposal �&pstpm Construtti0tl Vamit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued r ui r. r 0 No. Fee }' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y_T PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS T_ application for,V8f1�0��Y �pstetn �OnBtrUttion Pernrit ' T; Application for a Permit to Construct( ) Repair( ) Upgrade(A Abandon( ) ❑Complete System ❑Individual Components . Location Address or Lot No.r ( � Owner's Name,Address,and Tel.No. J0 k h h�'(,o 1 S u Assessor's Map/Parcel CS3 -(,'(�q 6f K A,Yc t�cW ;'o r C i o G 21 Installer's Name,Address,and Tel No. . d t s Designer's Name,Address,and Tel.No, P f,-r� �4(.P F.t ce (:Ltlrin'S Fez ,��lt►��h ; G .'! '12' l i Pal! t%t r!' > /( �t(�S V7P r�7t tl�t cy P( U. . !}2�4�/ %�:D�tq I I-_(;33 J Type of Building: ' Dwelling No.of Bedrooms Lot Size 2—(t .!(t?q! sq.ft. Garbage Grinder( ) Other Type of Building ���}��t' ({', No.of Persons' f Showers( ) Cafeteria( ) Other Fixtures Ii Design Flow(min.required) -I Q gpd Design flow provided .`"l gpd Plan Date 1 }(, L Number of sheets r Revision Date ` Title }`�i l���Lft P�'tl) C LIS ACM M a l•n Size of Septic Tank (��_ a }( h 10 ' Type of S.A.S.�i {(` (}f (�,i4h�'e}ypf { 53V JIo r Description of Soil 010 ��J l !nf1yk <AA � - K Nature of Repairs or Alterations(Answer when applicable) a Date last inspected: 2 ; Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / f Signed /' '`�� �. �� r Date ' l 1 Application Approved by _. Date , / Z/ Application Disapproved by Date for the following reasons Permit No. ,-,.c//"� � Date Issued ---------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance � THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at .75 -41 #/V 0 i V u Co Jvj T-has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. /(' tC" dated i t?if Installer Q�)t h n Designer #bedrooms 4/ Approved design flow 4t41 d r PP � gP The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 2—'7Inspector t l s _,� ----------------------------------------------------------------------- ---------------- ---------- ---------------------------------- No. t 4 FeeC THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby,granted to Construct( ) Repair(p�) Upgrade( ) Abandon( ) System located at J 5 ',.,, i r�tG (� � v 4 c~' () ,r__ t_ C? t3 f 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 permit. Date ____ 1 -2 Approved by ` t i EXISTING EXISTING I HOUSE (#55) I HOUSE (#55) T.O.F.=20.7f(VA RIES) T.O.F.=20.7f(VARIES) �s Nt o 3r. r-� �j Lo v J n Cp j c9. co J (Y 0 00I I PROP� _S.A.S.L--- --- 33.5' SEPTIC LAYOUT 55 LITTLE RIVER ROAD, COTUIT, MA Jean and John Entwistle To Whom It May Concern: August,10,2016 Re:55 Little River Road,Cotuit We are the owners of 55 Little River Road.We purchased this property in October,2004.The property when purchased had four bedrooms and we have not altered this layout.We purchased the property from the Barton family who were the owners for approximately 75 years preceding our purchase. It was known in the community that during these years it was a four bedroom property. Jean Entwistle John Entwistle e .a I - jf` tit ,•�' �'f� f f ` ! i i •� f(r`j f; EX/S TIN G ;'j ;`' fr` /EX/S T/NG HOUSE (#55) ;HOUSE (#55) T.O.F.=20.7f(VARIES)' ; T.O.F.=20.7t(VARIES)' w' �s L6 o S' L0 � J CO J �C� J 0 Ti -------- — N00 ' 1 PROP� _S.A.S.L----- --- 33.5' SEPTIC LAYOUT 55 LITTLE RIVER ROAD, COTU IT, MA Town of Barnstable ;Regulatory Services .� Richard V. Scat,Interim Director • sn�wsras�,E, 9 "S. � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-710-6304 Installer&Designer Certification Form Date: I Q [ Sewage Permit# Assessor's Map\Parcel 63 3 ~©G''1-0 0( Designer: r`� yt ,e.: r:c 8�c l.►S t :Installer: 0. '✓�S U f l Y1 S �C C ti�cl� Address': i Z i,,j, C cPo 1 z c-°1 Address: 3AL On I V c o4GLS 'f-'acwg (-,was issued a permit to install a (date) (installer) septic system at *L)t �,:✓�e✓/24 4-v, based on a design drawn by (address) L L,n t i �'C' dated t—e-yfi& ff (designer) BMg.' x I certify that the septic system referenced above-was-installed substantially accordantqc�ckwA; o the design, which may include'minor approved changes such as Lateral relocation of the distribution box and/or septic tank. Strip out.(if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above :was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation.of any component of the septic system) but in accordance with State &Local Regulations.. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed.in co "fiance with'the terms if t AAapprleLttersif applicable) A o PETER' T. (Installer's Signature). c vlE N No. 35109 f � Designer's Signature) (Affix Desi Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Cergfication Form Rev 8-14-13.doe Town of Barnstable P# Department of Regulatory Services BARNaTAIUM Public Health Division Date �e 1639. ,b� 200 Main Street,Hyannis MA 02601 ' a(v reo r,u't" Date Scheduled_ Time_ w�, Fee Pit, ` �G C. Soil Suitability Assessment for Sew e Disposal Performed By: 'ed ` �t=�" -J - I S�Z Witnessed By; d / LOCATION & GENERAL INFORMATION � ` Location Address es :,t� 12� .. Pe,( Owner's Name Zr,�kL &7,+-w t S 4-Q j VSA 4L_ Address ,h.pew Assessor's Map/Parcel; Engineer's Name / ti -S .� NEW CONSTRUCTION REPAIR Telephone# of-Lt7-7•--_15`3, .t'D a y Land Use s, slope!;M Surface Stones Distances`from: Open Water Body ft Possible Wet Areal�-Q`� ft Drinking Water Well eft Drainage Way ft Property Lineo- ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) Parent material(geolo is) Depth to Bedrock, Depth to Groundwater: Standing Water in Hole: N014-( Weeping froin Pit Face Estimated Seasonal High Groundwater Z -t DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: __.. In, Depth to;toll Depth to weeping from side of obs.hole: _ in, Groundwater Adjustment Index Well#_ Reading Date: _ Index Weil level-_;�.,a,�, Aqj,factor_ AdJ,13roundwater Level,,,.,_ -- PERCOLATION TEST Data—_ Thne__ Observation Hole# Time at 4" Depth of Perc Time at 6" Start Pre-soak Time @ 0� Time;(9".6") End Pre-soak Cl cA i, 5rL, 1dx" Rate Min/Lneh. Site Suitability Assessment; Site Passed Site Failed: Additional Testing Needed(YIN)i Original: Public Health Division Obserwition Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first:notify the. Barnstable Conservation Division at least one (1) week prior to beginning. QASEPTICMRCFORM.DOC I �,U DEEP.OBSERVATION HOLE LOG Hole#_ I Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(inl) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. pnsislenrv.9h'(;ravel) 6 9; 2Y 13 LS 1a �7 � .DEEP OBSERVATION HOLE' LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface On.) — (USDA) (Munsell) Mottling (Structure,Stones,Boulders, e t� Consistency,%Gravel) O A L✓ to tO DEEP OBSERVATION HOLE:LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other USDA (.Munsell) Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) Consistency.T Gravel) DEEP OBSIERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soli Other Surface(in.) (USDA) (:Munsell) Mottling (Structure,Stones,Boulders. istencv 4b Gravel) Flood Insurance Rate Man: .Above 500 year flood boundary Nos Yes 'Within 500 year boundary No,_ Yes.:, :.. Within 100 year flood boundary Nax, Yes Denth oi,Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou t titerial exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervio s material? Certificgltion I certify that on f L(late)I have passed I:he soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required t ' ,expertise and experience described in 10 CNM 15.017. / -� Date C Signature Q;\.SBPTI(VFRCFORM.DOC N \_ C f nd Old Post Rd Z N x w 1$.,L4 \ \\ F Cotult Bay Q 2 16,54 !. 18.64 + 19,07 \ GQ x / of clearing x —i LOCUS 0 c e 17.16 x fdgX 19,62 19.15 \ U m 17.53 x 1E,26 19,78.. 19, 7 rn t L PA TIO 19,30 �oPPrOx h T LOCUS MAP W Q / 1$ 19,73 19,81 0 rox. U ) NOT TO SCALE 0 0 9 95 �2 SEWER CONNECTION NO.2 V? m 19.68 x bh 1846 x 20,18 4" C.I. PIPE, INV.=19.23f r i . / INSTALL CLEANOUT x W c '! 17.24 !! 18,60 x 18.44 + 18.47 SEWER CONNECTION N0.1 U o EXISTING 40 x PARC��' ID: 053-004-001 19,87 s HOUSE (, 4" C.I. PIPE, INV.=19.17t v / T.O.F.=20.7t(VARIES) 20, 1 / x 29,504 S.F.f / ui J w / -5; 20.2 BENCHMARK / T SCREW SET IN +c P-2 x 2058 DRIP EDGING 19.44 1 ( i W J OF r w -F 1 1 i s / EL.=20.71 V) _ 1 \_(D 2 / I oO�0,24 '019.54 x 19,41 / 0 1 .38 19.31 Z Z N i x PROPOSED. SEPTIC TANK m (0 W 0 . i 000 N x 21.28 Q t, x /' ,, 0 - 4 16.29 Z Y EXISTING CESSPOOL o a x PLANREVISION 6 x 20,97 ` c \ TO BE PUMPED, FILLED WITH LA 9Z28/10 SAND AND ABANDONED r-— 19,75 \ 1 MINOR ADJUSTMENT OF TANK & SAS o C SS \ 04 2) SHOW ADDITIONAL SEWER LINE (FRONT). 0 o \ 24 II 3) REMOVE 2 COMPARTMENT TANK 2 58 x 2 x .+ � e W — o / \ xx 17,69 00 OWNER OF RECORD / r x 21, 11 -- .•:• O:, ENTWISTLE, JOHN J & JEAN L '` ' f' Q 04 // SHELL °DRl1/EWAY. � \� _S.: \ VENT OF Mqs v k 800 PARK AVENUE ``` w 4 8 FLOP S.A.�,, \ NEW YORK, NY 10021 x 20,59 /J 4c;• Ci!' r� J'_------J'. \ �y,`�Q q�y� FEMA FLOOD DESIGNATION; 222:9' ::, ', I \ McENPETET EE U d MAP NUMBER: 25001 CO543J // 22:55 22.79 ————"� T. �� CIVIL EFFECTIVE DATE: JULY 16, 2014 NON HAZARD 00 \ 20,10 No. 35109 \ O , B I � -- ° 22,71 \ x?��F R IS1E aG\�cQ_ 1 LEGEND :.,-... /0 0 0 ' T 193.1 1, , t' ° 20.-w---EXISTING CONTOUR 20.96 0•00 CBd f nd a: x 100.98 EXISTING SPOT GRADE edge of pave — M (� °�—' U ." UNDERGROUND WIRES 21,80 9 p ement 23.11 22,87 20,62 21,38 22.49 TL y M (,, EXISTING GAS SERVICE 1 Lo 22,56 CATC BASIN c w .°EXISTING WATER SERVICE LITTLE RIVER ROAD 22,48 c v ® TEST PIT00 BENCHMARK `w �Lj„� 'n v 6-- ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED 03 FINISHi GRADE SHALL NOT BE < EL.17.5 Z N FOR A DISTANCE OF 15' AROUND THE O SEPTIC TANK PERIMETER of THE S.A.S. GENERAL NOTES: Q g INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CL OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER INSTALL H-20 RISER & COVER OVER ONE CHAMBER (MIN.) 1. BOARD OF HEALTH AND THE DESIGN ENGINEER. W T.O.F.=VARIES SET TO 6" OF GRADE AND SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT 0 s 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS • F.G. EL=20.Ot F.G. EL=20.3 to 21.9t OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Q F.G. EL.=20.0f F.G. EL.=20.8f 11 CHARCOAL VENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 0 - .•0 1) A 2' variance to the 3' maximum cover requirement, for m L = 72' L = 10' L = 13' up to 5' max. cover. S.A.S. shall be H-20 and vented. 0 ` S=1% (MIN.) : ® S=1% (MIN.) ® S=1% (MIN.) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR a� 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �'- s" DOUBLE WASHED STONE DESIGN ENGINEER. W Q 1o^I ^ 10^ 6• E3 a 0� (OR APPROVED FILTER FABRIC) 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING F- 0 0 14 24" 666a BBB INV.=17.80 48" LIQ. EFF. DEPTH aaaaaaB ---3/4" TO 1-1/2" DOUBLE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN (/) O m LEVEL WASHED STONE ENGINEER BEFORE CONSTRUCTION CONTINUES. IN0- (HOUSE) GAS INV.=17.38 INV.=17.21 4' 4.8' 4' 5. ALL ELEVATIONS BASED ON BARNSTABLE G.I.S.t. V) 0 INV.-19.23 INV.=17.55 PROPOSED D-BOX EFFECTIVE WIDTH = 12.8' W 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 2 (COTTAGE) H-20 RATED INV.=17.00 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF U PROPOSED 1500 GALLON (H-10) SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. o .SURROUNDED WITH STONE AS SHOWN 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. a. 0 H-20 RATED I 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. W J w 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS U) NOTES: TOP CONC. ELEV.=18.1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE _ 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.= 17.5 DIRECTED BY THE APPROVING AUTHORITIES. INVERTS, PRIOR TO INSTALLATION. INV. ELEV.= 17.00 eaaa W J 2 SEPTIC TANK & D-BOX SHALL BE SET LEVEL & TRUE a0aaa aBBBa 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY as®a aBBBa THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Lf) L TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED BOTTOM ELEV.= 15.00 0 o 4' 3 x 8.5'=25.5' 4' CONSTRUCTION. STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL EFFECTIVE LENGTH = 33.5' SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE 0 4) CONTRACTOR SHALL INSTALL AN APPROVED EFFLUENT 5' (MIN.) ABOVE G.W. S.A.S. AND REPLACE WITH SAND AS SPECIFIED IN 310 CMR 255(3). o- a� FILTER ON THE OUTLET TEE. BOTTOM OF TP, EL=7.5 LEACHING SYSTEM SECTION 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE a SOILS SHALL BE VERIFIED BY DESIGN INSPECTED BY A CERTIFIED SOIL EVALUATOR PRIOR TO BACKFILL. ENGINEER AT TIME OF INSTALLATION 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND o - z cV IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. Z 1 14.-O SEPTIC SYSTEM PROFILE ,4. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC Co Cfl w SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 000 N C14 LU 3 � cYj � SOIL LOG ®®®® DESIGN CRITERIA DATE: AUGUST 1, 2016 (REF#15,123 ®®®®®® ® ®®®® 37" 0 o\ SOIL EVALUATOR: PETER McENTEE PE(SE 1542) w ®®®®®® ® ®®®® ►= NUMBER OF BEDROOMS: 2 (main house) + 2 (cottage) = 4 WITNESS: DAVID STANTON R.S. HEALTH AGENT Z ®��®®® ® ®®®® N z Qo SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 19.5 q 0" 19.4 q 0" LOAMY SAND LOAMY SAND 04 DAILY FLOW: 440 GPD 10YR 4/2 10YR 4/2 1 02" 0 DESIGN FLOW: 440 GPD 18.8 B 8" 18.7 B 8" < GARBAGE GRINDER: NO LOAMY SAND LOAMY SAND 10YR 5 4 110YR 5 4 4" KNOCKOUT PROPOSED SEPTIC TANK: 1500 GALLON 17.5 / 24" 17.5 / 23" PROPOSED DISTRIBUTION BOX: 1 OUTLET, 3 INLETS (H-20) C C 20" DIA. COVER PERC ,� o LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 40"/58" 4" KNOCKOUT / 4" KNOCKOUT 58" O .74 GPD/SF M-F SAND M-F SAND USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y s/s 2.5Y s/s0 X SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES v 4" KNOCKOUT C M SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 SF BOTTOM AREA: 12.8' x 33.5' = 428.8 SF. CD 2 7.5 144" 7.4 # 144" c N v TOTAL AREA:..............................................................614.0 SF PERC RATE <2 MIN/IN., "C" HORIZON. 5OO GALLON CAPACITY, H-20 LOADING DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD NO GROUNDWATER ENCOUNTERED CHAMBERS �'� a L J W N N ; W 1 i NOTES: I S N - - - - - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ` - - &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. E - DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT L FIRST FLOOR TO BE 6'-1 1"ABOVE SUBFLOOR d'-0 2D-c 4•.0 4_17 27r :Z'-D" . i 4.) ALL CONSTRUCTION TO CONFORM TO780 CMR MASSACHUSETTS A - STATE BUILDING CODE;9TH EDITION AMENDEMENT&IRC2015 A4 5.) '110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - OR HORIZONTALLY W1 BLOCKING AT EDGES.3"EDGE112"FIELD NAILING b - - - - - 7.) ALL LVL L.UMBERIBEAMS TO BE 1.9e V360 LOAD " - 6.) SEE CERTIFIED PLOT PLAN DEVELOPED BY ENGINEERING WORKS,INC. ' § STORAGE .5 - - FOR ALL PROPOSED&EXISTING DETAILS I - - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL g SIMPSON COMPONENTS e rR x Aq .. _ _ 10.)ALL CONCRETE USED FOR FOUNDATION`MALLS,FOOTINGS&.SLABS .� TO BE 3000 PSI AT 28 DAYS 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE -' --DURING FRAMING CONSTRUCTION . arrxre• ROOF 12.)TIMBER FRAMING TO BE SPRUCE/PINEIFIR NO.2 GRADE,900 PSI MIN. BELOW - - - - - - 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE i .ANC - 'up' F - VIA,UNDERGROUND CONNECTIONS TO COMPLY WALL LOCAL CODES APRON! - za' e'-t' r_1C ia'-5' C-2• -+-t 17P - - - 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY . Tvrus z 910.1 EADRv. ANDERSEN EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION .AND PIS N ANDERSEN ANDERSEN ANDERSEN azst. Aal - aTLANOINc rna44B GSs �,. INSTALLERICONTRACTOR FOR THE.STRETCH ENERGY CODE - z b - TEMPER' - - b O' )ALL WINDOW AND DOOR HEADERS 4'0°OR LESS TO BE 3-2 x 81M/1 K 1J 15. 16.)PROVIDE SOLID BLOCKING UNDER ALL PARTITION WALLS b _ ANDERSEra 17JINSTALL ROXUL.SAFE N SOUND INSULATION AT ALL BATHS BATH P'TRY. i Gss W 12 K45 OR IS b .. W 14 K 34 STEE_BEAM. - I D up _.____ II RNGE 6 ml ,-lttrr ga 5' I .ANceaEEy ECC2015RESIDENTIAL ENERGY EFFICIENCY DETAILS 5A' 6' 12' E0 G55 b ICAIMAIE ZONE 5(USE E:1:-tER PRESGPoPTIVE VALUES OR RESp1ECK C?LGJUtT1G?! m m x b EN TA a (MINIMUM PRESCRIPTIVE TI Y N RA I M T&.E C2 t (A U REST' E..Sl.l O 8 FE EST T OTJ RE�]l RE EN S) gM1'DEFSEN I IS _ I "�� T•.1o• 4`., - �C'. _ !JLwo SINK ccae SUNROOM --------- _ HALL �I----------------? N. x GARAGE 2•�. �" ------- ---, NCEE ^ 3-5' I z PIRE RATE 'a - 1 pyy i LL._.___AM iE- ?RYAL..IES ARC MINIMUMS 9:LFA TORS ARE MAXIMU S - I ( F' 15/1g HEATS R=/S CONTINUWUS It SULATEC SHEATHING OV THE lf1`ERIOR OR EXTERIOR - . ( 2. e �� tcRfY KITCHEN r R+T 6-C I ANDEH-SEM OF THE HOME OR R?'31NSLIAT ON:ANTY AT THE 1nTERRC°THE BASEMENT WALL' Y -2 L LAYOUT LM-_WgERI I - - I'I FL1(yIXi11� 3REFER TO.IEDCM15CHAPTER 4 FOR ALL INSULATION&ENERGY'REOUIREMENTS - - FRENCH.^ 7 EENCN - I' �ANDERSEN iI 413+SMEANSRCONTI'a OUS t:SIJLATC09i'.grt11NGON 71iE V:m.LL CXTCRIOR ..h Ol l'SV.iti R _ a ....__ AOOERSEN'. DESK ( F RE?N..iPNDC..... ... ER..rC0. .JSILAT.ON .. _ . w I `I -mot. RE I T=R c �.. EXPOSED BRICK I. .DOOR - h REVERS= u5 4 ...... i .. .. .... ........ CCTT.AGE SHELVE _ ..s s14E ves ia ANDERSEN q DERSEt NDERSE. - FW<+t - K i.GRANITE � .i.... PLATFORM I I DINING LL -L:g A f 30 Kse• I .AT..,E LOOR IT EXIST. h 0 KGB N Q . e:DELIGHT "-4 f;-d` -A" HEIGMTi S 111 4 HOUSE. b ,L• I A LIVING EfJCH A 1Ir P 1ANDERSE. ANDERSEN '.` : i o ^. a NAILING SCHEDULE e I aAIOERsev JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF60XNAILS ':NAILSPACING ANDERSEN ' ANDERSEN PICTURE .. BO KI RJG: - TVJ264o" TVV2E4o' BLOCKINGTO P.0.FTERlroENAIIEDT TBtl 2-tOC EACH END - . R lER3E RC`J[kSE :. R14 IIO.LRD ORAfTER;eNONAILED) a:9tl }1. -EACH ENO i - - - COTTAGE COTTAGE - .. .. _ .TOLL PRAT G 10-7 4'-11" 30`° 3'a" TOP PLATES'T 4iTEPSERIONfi 1FACE NAiIED? 4-i84 Sth MNTS SitiO TOSUO(FACE-LEDI lis,,I ?104 2 ..o:. HEADER IO HEADER(FADE HRILED) 1. � 1. Ye.c.ALONG EDGES FLOOR FRAMING: i.. i. .. _ JOUST TOSILL.TOP PUTS OR,ED, ITOE NAILEDi R-L4 - 4-tIM PER JOIST .. BLOCKING TO S"U.O ROE NAILED ".-C4 b10u EACH END. " - OLQKINO TO SILL OR TOP PLATE RUE NAILED) 31BC 4+IIti EKHBLOCK LECGEft STRW TU BFJI4 GRGIRDER+FACE NAMED) :-R80 -4.18tl EACH'GIS : JOISTON LEDGER 10 BEAN.ITOE AMLED)' 9!'sl }10tl PER JDIST - : . - BAND A 11.JOIST IRIO.AILSM .1. 4-1. PER JOIST ,. BAND AFT O SILL OR TOP PLATE IT-NAIIFCO 4'04 }1. a PER FOOT. FIRST FLOOR PLAN ROOF:HLTHNO: Y.000.STRUCPJRAL PANELS(PLYLIOODi - 'IDJ j YEJG-FIELD- RAETEFSORTRUSSESSPAOEDUPTOtYA.e. Sa : RASTER&ORTRUWAFfi SPAG DOVER.4'b"c. SU - tOd 4-EOGFl4'E1RD j .t^ S.F. GABIJ:END—-RAKE ORRAKE RUSSnY00VERR G M 1IN YEOGER'F ELO i .. FIRST FLOOR i209 J .. .. .. GBLEEND—RAKE OR RAKE TRUSe W tW ISOG `FIELD I . (� f� /� p - .. Y&STRUCTURAL OUTLOOKERC SECOND FLOOR 608 S.F. - - - CLABIE FNCI•JAIL RAKE OR RAKE iRUS9 WI WOKOtR eLOCK3 fiA - tDt 4-EDOEL"FIELD GARAGE 784 S.F. - - -GE-LING SHEATHING: - --- '- C.YPsLMWA. oARD WCGOtF.RS T'F.OGF./IYfIELO -' WALL SHPATH:NG' 'MOOD STRUK ORAL PANELS IPLYYAODi .. .. _ _ STUDS SPACES UP T02R^e.c EJ I. YEOGEI1-- ''SMOKE DETECTOR - t2'4.2'!J?FIOERBOARD VANEu YEOOVIII'=<O tIY GmSUu V4ALLBOAftO 64 COOLERS : rEOGEitY FIE.O .. _iLOOR iLIU11�ING: _.........._....._................._................._..........................................................................._..................._._....................._..............._............_....__........_..._..:............._.............._...........� I CARBON MONOXIDE DETECTOR WVDDGTRuc JftAL PANELe cPLn•.000i - GREATER TNAN T THIS SS HEAT DETECTOR � 1'CR 1E55TNICNNE45 E4 1x YEO E,2 FE.L .On tM YE09EAt`F..LD RIDIIANT - ERRORS OR OMISSIONS RE FOUND ON . (®�® COTUIT BAY DESIGN, LLC BUILDING PLANS FOR. ThESEDRAN'NGS PRIOR TOTARTOF SCALE : DRAWING NO.: 43 BREWSTER ROAD CONSTRUCiCN INS BUILDING CONTFACrR 1/4"= 1'-0 1 INTHESE CR CN„GSI FORTIECONT4 tl. :IN THESE GR�.YANGS If WNBTRU 110N ;.. MAS H PE E,MA. O2649 DESIGNER OF ANY ERRORS OR O r SSIONS. is P/H../(508)274-11166 RAP P RESIDENCE A FAX(50 )539-9402 OFTHEO"F O�5NYOTHERUSEOFEDATE 1 55 LITTLE RIVER ROAD COTUIT, MA HE WRITTEN Hj�ESE „�P NG E(NON ........... .. _. ___ ....._.._ ____ _ . .........................._............ .._ _ _ _ ...__ __.............. _ ___ . __ ....._ _..__ __ ___ __......__ . .__.. _..._. _ _..._ _ __.___ .. .____._.___...__.. _._ __ _._. __.___ _.. .._ _..........._. . EDESISNERUNU LATHE 12/26/2019 NIGH E S N - ROOF BELM `�1/ g - Yv - _. t7-V ............... i I . U B D ANDER EN RVA2 R E"1lAJ�RSd t?'S• Z3- E ANDERSEN TYI2ANDE 4-2 j — ANDERSEN g - - I ON A2.. S iNDERSEN b REVERSE i or7AOE UNFINISHED DN. A3t �8:c 7'0• ANDERSEN - m TILED STORAGE ATTIC . : ANDERSEN - .. A?51 ANDERSEN N' - _.. ANDERSEN MASTER 2r,8 . 2:1'Ex Bo' PKT.OOOR ._ �PERED / BATH it ANDERSENZL N an, ROOF BELU - L `a W.I.C. S .ANDERSEN ANDERSEN ANDF SEP < FOY151 :AIM!AWL51 b . .. A '. ANDERSEN __ I Y - ANDERSEN — 1RENCHY1IOOD DVT—NG . : AYJ25f aai DOOR . - 'EWER_O I as z-B z-s a a — ANDall ERSEN MASTER ROOF EXIST. a.m zm r� BEDROOM DECK HOUSE :,SHED DORMERR I L'ANDERSEN c Avl.'Et h CABIN!T SU:LNN ROOF DER LT ^ _ UN CABINET CA3INETUER BEICW RAFTERS :.. '4,AID'-T-RS .. .. ANDERSENI ANDERSEN ANDERSEJ A21 REjTVVERSE [21 REVERSE .. COTTAGE ...._...... .._.._ ..... 44-SGIARE CUMA - o S" 3.3' a'_a^. E3" . VERIFY ALL DE7AJL5 �TYP PVC,x 8 MIT BOARDS' - - - - - :13 - V0Ix3ORIPBCARD3 SECOND FLOOR PLAN a- PLATE CORNERBOAR ' :i ., . :. S T W.C.SHINGLE SIDING : -- .. F: 5'TO WEATHER ATOP PAT I(NFEIVA.�F :. - .. _ J`_/ : is SECOND FLOOR iG R.t suaFLGOR SEC D°uH O —'�.-- TOP OF PLATE i•� : : ` FN TOPE PLA E - Jill iRsi i �a f ILF DOR _.iCPOF FJ,IND. CEDAR RO SWING SOUTH ELEVATION o D�S VERIFYA CEDAR SMNG DOORS .............. DETAJLSW/CAANERS 1 THE DESIGYERt SHALL dE NOI IHID IF ANY COTUIT BAY DESIGN, LLC ERROR OROMISSPRIORT SFOUTARhT ON SCALE : DRAWING NO.: ®� 43 BRE T BAY E BUILDING PLANS S FOR. THESE DRAWINGS CTIOGSPEBUILD OCOINTF CAUL BE,ESION IBLEFORTG CONTRACTOR IN THESE CRS A_IBL@WRTHEU0711CONTENT 1/41,_ 1i_ORi MASHPEE,MA.R. 02649 - - COM E.EOMYANGSIF GVNSTRLGTHE _ c RAPP RESIDENCE COIGNERO ANY ERRORS R NOTIFYING PH 50H 274-1�86 - OESIGHROFAMlERRORSOR.OMISSKNJS. A ^ FAX(5O )539-9402 : : I THESE OOM R N ARE SOLELY FOR THE USf DATE OF THE O.HER NOTED IRE' HER USE OF n/ �+ n (� � FN THEBEDR..W NGS REOVIRES7HE WTiITTEN 1L/2VI"O1 ff 55 LITTLE RIVER ROAD COTUIT, MA IAARRCNtiIECTOURALOOIRIa PNO,ECIDN .ACT`OF RiSO. i i 1.5 ( Z; TOP OF PLATE 1 I ! i Q.10 ie 12 10 SU9_FLOOR - :' F TENDING SEAM METAL ROOF TYP FVC.W z6I TRIM W Y S1Ll hV N HI ly ® ® - ul I lyll Illy,jl�yl IT-1 Nil,ITY Fill ; I, FIRST F_OCIN R :: I - SUBF_COR. III :: .._......_.. : I :. VERTICAL RED CEDPR - i DETAI'JER FY All .. I. DETAILSYdi CWNERS : EAST ELEVATION - fiRICtt CHIMNEY TO. Ad'SQUARE CUPOLA - - - - - .39'ABOI'ERIDGE. .. YERR"YAIC DETAILS . WMERS i. TYP.PLC 1%B RA1Q BOARDS .. - _ - W/.1 x 3 DRIP BOARDS' : - - ... 'OP OF PLATE_ TOP OF PLATE. :: ... - . .. I — ... TYP.PVCSN xF Y fhqIpl CORNERBOARDB I F j TOP OF PLATE AT 101EEWALI TYP.W C.SHINGLE'SIDING M1 STO WEATHER i h ..ECONO FLOOR :: Cp JBFLOOR 12 _ .. JBFL100R .CW-0FFiA7E :. 3� ' i - _ OP OF PLATE... ,. I -lillifil fit Wr BRACKETS .. 11JEE R]Ill M1.1-111-1.1. vAft--- [w 1111111 ill N11 ��.- - FIRST FLOOR : - Ill IT* NNIflpff."T i : :.-SUBFLOOR i _ II 1 i4PT FLOOR LIJ UB'LOOR WEST ELEVATION s; i COTUIT BAY DESIGN, LLC ERRORSIORO SSIONS N,YFOUN iFANY BUILDING PLANS FQ R ERROR RAWNiS PRIOR TO START SCALE : DRAWING NO. ®�® .43 B REVVSTER ROAD THESE oeaW NGs PRIOR rosrnRroF p� c,� CONSTRUCTION THE BUILDING CONTRACTOR MASHPEE,MA. 02649 INTHES RESPONSIBLE GSIF ONSTR INTENT 1/41Y PH. (508)274-1166 RAPP RESIDENCE DE O YdVERRORS OR OTAIIGN ti COMMENC FS W 7HOLI W-YING THE DESIGNEROFANY ERR ORS SOLELY THEE. THESE DRAW NGS ARE SOLELY'HER THE USE FAX(50 )539=9402 DATE THESE RAWNGSOF THE GANEF HGiFD ANY OTHER USE OF I CONSEO F^THE DESIGNRER ES UNU RTHERTI O HE 12/26/2019 A 3 55 LITTLE RIVER ROAD COTUIT, MA IACT ; D.RA OPYR4H PRGiEGT DN W �2resQ t�c.a j� KO2X WiLER TYP. ROOF CONST S t t N FLOOR : .. .2x 10 ROD°RA-TERSQ OIST 7"ST.FI REAM - \\ \ --3c ASPhN�ROOP S�NC 'TING / /. EEAT F45'EN.10_STS TO Ve=LOEO TO S-EEL COLL'MNPLATE / / \ N0.1l.RVw'SIMPSOIJ / TOP OF PLATE 2xt tr@t6`o.<. \ ER 17 M4R ItE JEI ON `. C AtJAJGLE iSHUYN)� :. - VERIFY ACTUAL ROOF PITCH IN Q OR SOLID 6LOG1(iNG SLOPED OEILIV S;R=3G? 6'x 3`x/l5 EEL PATE \ \ - 1liE FIELD TO ITT IJ1DERMASIF..R I BAIT INSULATION .. WELDED TC TS a"x'a' 1/<' - \ \ ,12 BEDROOM VVNDO.`! 2Q FLAT 1 RIDE BNO�AR(R'I°) sTEacoLLMHwTz,va• \ \ TYP.WALL CONST. . 1'v FILLET WELDS 6'LCNG. \ 10 -- 2xE'sQ tE"o.c SIMPSON HSA HJRRICRNE CLIPS /. c' / UNFINISHED \\ t.2>'6 STUDS 1Ga< ATALLRAF QREVDS 2 VYP'YV0DOD_HEATHING UMIER SHIELD AT ECTTOM. �6''xb'Y`f"S`EELPATE. _ - t // STORAGE \�\ S6`IR•2J_BAIT INSULATION ... IFC ROOF ENfEEN.RAxTEFS STORAGE__... VELDEDTG4 a'z.1/4' : /. \ \ J.tiCGYPaVA1 BCgRD _ L dNDW:SHP:RRLER EEl RAFTERS STEEL COi-LIMN.CRILL d _ /. SOL C BLOCKING SOL O BLOc.{NG 5 WC.SHINGLE S.0 NG _ •ALUMINUM DRIP EDGE�rn GROUT OR 2t S1A'DIA •I/ JOUD DORMER .SOU-D LOC.KN. 12 G.TYV[K VAPOR PARRIER ANCHOR.SO..S SECOND FLOOR IYALLSAHOVE WALLS ABOVE \ aF SJBFLOOR \\I -- - TOP OF PLATE. v �2x10'sQ tb'o.<. TCP OF PLATE 2x17sQ16<.<. -� - FOUNOATION4VAL - R'.09ATTIRSULATIP•J NM12xa5 Cft' - 4VtGx3A - - 2x'0 LEDGER fASTEN_D'O 'STEEL BEAM/POST .DETAIL - - - STEEL BEi,Ri �yg`FIREOODE GYP.m. E�GiS STUD TIMBERLOKSGFEiNB i ON 1,%35TTi.PP'NG Q'E' : GARAGE IN GARAGE STORAGE HALL BATH SRAP ERSQ 16 u<. :. �L�0 SCALE:1/2"=1'-W. xi �4 00NCR:T_SLAa L'W slll .. .' _ 6NW IN TM IUP 1'CLEAR - +!. PE . :: d O.MILAPOR RETARDf�fiF�. F N:... PT2x6 A4 ! I TOP OFFOUNO - : TO P O=FODUD :SUBFLOOR .". I :. : .: -'• .. - (1 11 IN I$NSTSQ tr O.0;ADS-25i 2x1Zs l <' R503ATT INSULATION WALLS Vb1tlV(2A'CDNCRETE BASEMENT FOOTINGS TO CO'BELOINGRADE : VOP&M DHORIZONTAL BARS AT -� DA&`PPROOF TOPd MIDDLE OF WALL BELOW GRADE SE:DETAIL. Ja : i SECTION @ GARAGE 10'CONCRETE FOUNDATION .. ✓NLLS w r 2a'CONCREM. FCUTiNli54W•<1Nd HORI ZONTA• .: . I .. .. BARS AT TOP d MiDDLE GF WALL .: . 6`DEEP SHELF FOR FLOOR JOTS-5 .... ..... SEE CETAIL FORO.H. - Ii! DOOR WALL - =-a a SECTION @ HALUBATH r A4 i FRAME GABLE END WALLOW 1 12'x 5'tT PSL STIso - .. s. .. POS.UNIJER . EACH END OF : Yt2x 450R t. - Z1'.'tW' tL _ ✓ STEELSEAM jhycx 34'>TEEL L (SEEGETAILI 2K 2J. n i o 0 : Nf M D..FJ HLOCq tea .. i ELELAT ON JEVi. SIDE ELEVATION I 2K 2J .. : , FRCPa E%T RCR' 1 I' I 21 3A"x 11 TP LA -2K2 bzz.O MDR: 2K.2J L x. .:. .: . 1J L ^.i2 '2J ::. .. \. "/A"LVL.H=gDER i _ [ w [ SOL Fi BtOCKIMG tN THE OUTSDIE fzZ TW(5U15T. J. ..AT �J J 34YS .4R"n I 1. y., W,MID.SPAN BLOCKINKi: ... i. ;i.x 10MEAOER : 8MEAUERS 2K. - APA APA NARROW WALL BRACING METHOD NOT TO SCALE . 1 OVER CONCRETE OR MASONRY BLOCK FOUNDATION . ..._ ......... ............... ......_......... .r. . ... ........ _........ ....... .......................................................... I .. :.. 2Fi'iY• .. R.7 A.-0„ �.-0,. ...: 1.T.Q i SECOND FLOOR FRAMING PLAN I THE DESIGNER SHALLBE IWIHEOIFANY r • - I THESE MAKINGSRORS OR SIONS ARE F RIOR To ST RTDOFF'J SCALE DRAWING NO.:.: ® ® COTUITTBAYDESIGN: LLC BUILDING- PLANS FOR. 43 BREWSTER ROAD .. CONSBE TRUCTION.RESPONSIBLE CONTRA.CroR ... iNTHESEGRWANGLEFORT/ECCNTENT 1/4NN_ 11_p11 IN LON MASHPEE,MA. 02649 - _ _ _.. COMMENX5VATrOUTNOTFYINGTHE PH. (508)274-11ss RAPP RESIDENCE IwMMEROFAYER NOT OR S . DESIGNER OF ANY ERRORS OR OMISSIONS. :. FAX(508)539-9402 .. .. - OF THE OL M R NOTED.ANY OTHER USE OF DATE . A I THESE DRAWNG£REQUIRES T OR THE USE ./ -4 55 LITTLE RIVER ROAD COTUIT MA rHESEDPVr NGSRI31GNES.UE4`ITTEJ /� . (ARCHHtj ELrLLRALCC"RIGH,PROTECIION 12/2V/2019 .. .. I ACI'iW I950. W TYP.ROOF CONST- x 10 ROOF RAFTERS Q 15 o.c. . 1 �1 -&8-PLYWOOD ROOF SHEATHING . ROOF SHINGLES .. .. -C F,I .. 151e FELT?,'PER 11Y H- INSULATION Q S CEILINGC:R_38) f -tt"6!T IN TINSLATICN 1 Q FLAT'CEILNGS(R-4S1 : -2 x'2 RIOCE BOARD E 2 x SsQ 16'ac -SIMP.,ON H 2-R,HURRICANE CLIPS AT ALL RAFTER ENDS / 12 CG'WATER S-IIELD AT BOTTOM PooFR NTBE VSENRAFTERS TYP. ROOF DECK. -WIND WASHBARRIERBETNTEENFAFTERS / .\.. -ALUM NUM CHIP EDGE 2 :0's Q 16¢c t.2/4•PLYVdUOO RL'¢SER MEMBRANE ROOFING .TOP OF PLATE / \\\ 2 ^x.4 SLEEPS IRS Q 16¢c 4 14 x 6 WE DECKING 10 S.SLOPE 14•PER FOOTTO FRCNT. TYP.WALL CONST. 6R49 SPRAY FOAM INSL1nOJ 1.2.x6STUDSQIS- .. .: _ •i` / / k \ \ 2.1 t<'^PLYV.00DSHEATHING iRe201 BATT.INSULATION v BEDROOM \ a I7 GYPSUM BOARD z -_.......—_........ .SECOND FLOOR t0�. E.TYVEK VAPOR BARRIER SUBIFLOOF :.. TOPOFPI_4TE117l6'IJCISTSQ a.134•x91? 1.SEAM .. STEEL BEAM Tl'P.t.?GIF.ID ON .. 1x3 STRAPFNG IT.1. '- 4. W.T -.AA- a 10' .. 2'Z" TZ i; Q _ A " LIVING DINING r- -------- ----- -------- w EXIST. TYP aW TaGPLW1000 HOUSE ! b ... ... ... _ PT.2x68LL R30 SPRAY FOAM - .- SIIBPLOOG G_l/ED&NA;LEO `IDN FIRST FLOOR .. :_ I II I I ,,. .. tf 7(aLIgrEQ feat % SHELF STORAGE.. I 1 4•_ 4 _ 4".CON^„'RETE rLAB K: I. I B - :_ titY 26ZTh ELSEAN R306ATT INSULATION �+ •0•.'.. 3.� i':..I-I 8i.0 ETOY ARDS O.H DOOR' I I A .. . CRAWLSPACE EXIST:BRICK 5 I I BASEMENT' FOUNDATION . I &.10ML VAPOR RETARDER L-- _ LVALLS ! --- k _--_--_-_ - ___. - - .. _ ... ::CCIJC Y LL EXISTIhGFCUfIDATIDN 'SE..DETAIL -1 - .. 7. 5•fi 21'CC C.&UNDER VERIFYA M1: I r 1 I_ - - DETAILS INTH FE-D:SJPPORT - I. - - :L-TYP.iff CONCRETE FOUNDATION T�, I LIP'-S j' .. - .. - d`COIRC.SLAB NC :CAMP PROOF:VALES.. STIHOU E ,t•.NAG EXCAVATION VA; Ad 10'X 24•CON"3RETE - I 'I ': I 4 - :.. ... 10 MIL POPo_V UNDER BELOW GRADE ALL DEEMEO NECESSARY ' - I FOG TINGS TO4 BE;714GRADE 11- WJ(2).HORIZONTAL BP.RSAT II TOP&BGTTOM OF VALL I I I I Ii 1 .. BEAM MT. BASE BASS SIN _ TYP.trJ CONCRETEFOVNDrT10N 22i' I _ -- BAR14AS AT TOP&MIDDEO�YY/LLl DROPTDADFN4LLG I --- ------------ ----- - ------- -- - SECTION @ LIVING/DINING 4 DEEP SHEF FOR FLOOR-GISTS .o: 1 AT ALL.ODORS — AS �'o I GARAGE j <I II 4OONGRETE¢_ABw;.: I -t" I I 6 SW.:F IN T HE TOP V C.FAR i. SLOPE TC✓YARDS O H.DOORS 'I' } I b - 1 3/4"%t:Tl6"LVT. - 810 MIL VAPOR RETARDER § j I 1 D uP I I p UU. vv--- 1f>ht'4JOIST H: - _ ¢: -1-'-- p ..FROM END SVSIMPSON BPS z, BBEARING PLATES I __ Y I D STA L Ba ANCHOR BOLTS AT MAX. AT'6' % - i i _ OF PS ATE :G RNER AND.'O A 0'Mi MUM DEPTH - I II :QNGRETE FOO rur- d VERIFY FIREPLACE SIZE 2x6'SILt W'SEA, C - 1 DROP TOP OFW.4l_ N FIFLD LL n__.-_-AT O H:DOORS I i I 1 : - - 11 31d"x It'79S'LVL ! I : I ':: -.H._EX15'6RICK —_ FGJNDATION . XfhIDSVAFJ BLOCKING 1 . G4 FIREPLACE i I I:-I I HOUSE ANCHOR BOLT:DETAIL INSERT ACCE61' I i CRAWLSPACE EXIST, scALE.1rz'=r o^ 2"OONCRCT'..LAB Wl m oM.gAo UN DER CRAWLSPACE -t _ BASEMENT SHI IF ... I. L m -0"CONC SLRB +C :' i t %ISl'.4x S40151'B 1" ..:6 Y<<^ INSTALL SB'ANCHOR BOLTS AT 24.0c MAX POLY JNDER FROM ENC. 'N(SIVIPSOJ BPS SS-3 BEARING PLATES, .. I PLACE BOLTS WTHIN 11''SW OF EACH :. (^• I I n i'� I : :. :' C : CORNER AND TO A B"f.1iNIMUM DEPTH ... :'. OF PLATE F A 2X 4 Vr'ALLS.': r b I. I b _ P.T.2 e 6 SILL W6 SEALER...... ... 24'¢e a .-SEMEN- WINDOW WflNDO' VERIFY Al.:,EXISTING FOUNDATION _ I: q DETAILS: THE E!ELD.SUPPORT BEAM PKT. EXISTING NEW P III OAT EXC4VA7 ON .i:. _ - .. &INSTPl'_.NftNFOL'NCnT10N F I Z_6.. T- DEEMED NECESSARY E-0' . .:.....TYP.irf OON7tE-E FOUNDATION GARAGE ANCHOR BOLT DETAIL WALL.I4P 10`%2<OONCRETE' SCALE:1/2"=1'-0* - FOUNDATION PLAN FDOT,NGS S;K-0 FLOKOROR RJO NTAL BARS AT TOP&MIDDLE OF WALL. 4^DEEP_HE'.F POR FLOOR JO':STS I. - : COTUIT BAY DESIGN. LLC ( , A ANY THESED AWING&0OA�STARTON ®EK EWSTER ROAD B w)L D I''N G P L `N S FOR CONSTRUCTION. SCALE : DRAVIIING NO. 43 BR : aLLOrRESON IBLBFORTGCONTRA:,iOk 1/411 MAS❑HPE\E MA. 0p2649 `/1_ IN THESE BE RESAON ISLE FOR T leU C ION PH,(50 274-1 16V - 'RAP�P R�ESIDEN VE _ DESIGN O AW(E!ROR$O OMISSIONS. 1V6i COMMe C.ESWIHOUT NOTIFYING THE A DESIGNER WAGS ERRORS OR FOR THEN6. - 1 FAXA v(CO C 39-940Z THESE ORAVv N 5 ARE SOLELY FOR THE VSE DATE !V� J J OF THEO MER HGTEfi F4YO HERVSE OF 55 LITTLE RIVER ROAD COTUIT MA THESE DPKIG_REQUIRES THE V.'RITTEN cc (� .. 1(:ONSENT OF IHE DESIGNER UNDER THE 1 Z/ZU/ZO1 9 ANC,HIfEC1LRAL GQ) RIGHT PROTEGIbN .. 14G'1 OF 1950 -i E IN 2.8 RAFTERS a_1F o.c. 14 .. 1 TYP. ROOF CONST. 2.,6 ROOF RAFTERS @ 16 o.c - �. SIB KYVAOD ROOF SHEATHING - -Asp—."ROOF SHNGLES -ISLE.FELT PAPER W HI R INSLLAT*N C Y ( QSLOPEDCEILINGSfR.,,MI, IT, iB-0 2=V' w 7-7 -II'BATI NSULATION _ @ F.AT CEILINGS(R-49) .12 RIDGE ECARO 17 I t2-0' -S.IsoV H ZEN HURRICANE CL:PS .. AT ALL RAFTER ENDS : ,SHED DORMER:• TYP.WALL CONST. ICH WATER SHIELD AT BOTTou 3'C'OF ROOF B. 2 x E RAFTERS @ IT ox. 1.2 x6 STVOS Q IF— -PRO.?'A VENT BETWEEN RAFTERS I n - r PLYIWOOD SHEATH;NG 2.65@ 1E'o.0 •WIND WASH FARRIER BETWEEN RAFTERS A_ -t S F'R=M)BATT.IN!3ULAT ON - 2 -A•D1AIfA1M O21P EDGE GYPSUM BOARD S. YP_ L`_SEC NG C TYVEK VAPOR BARRIER x 50's@15''O.c C 2,16 OR. TOP OF PLATE ^IC 2J 2J 2K2J j - —2 x iG LEDGER FAZTENED TO WALL.Y02)TIMBERI.OKSZ iR NtS ._ ... - ... - EACH STUD 2K2J 3.1 1.0'%T tp"LVL HEADER ..K J i u - BATH HALL12 2K.2r SECOND FLOOR p i I SVBFLCOR - - '. TOP OF PLATE ( .r J 11:/II•NOIS-S&16"ec.(AJS-2E.j : (1 „( j /_. `OP OF PLATE 3.1 34'N7 i LVLHCFt Y12 V 2E STEEL BEAM _ TY t?GYP BD Ot. i tx35TRPPPN^u@tF b �i - 2.12 RIDGE BOARD /x.2AIx,E d..4NJ c ! @•R O D KITCHEN SUNROOM �Q 1W Ia G PLrnno_ /rFyI1 :EFLOCR G_UED&NA LEQ n i FIRST FLOOR P;RST FLOOR r SUBFLOOR A .- 71 r/3•N05;_ _---..-- ' V'L x 26 STEEL BEAM / I:' ! � wosATTlNscunoN--/ CRAWLSPACE �0 b x 21 STEEL 8_4M OR ' 4'7 3!4•x 11 Tl8"L'JL BEAM(FLUSH) K' a - j DOUBLE i : 2x8 OR. I g 2.m ❑❑ 1 3 2K2- 2J J 2K2J 5 VALLEY - - BASEMENT 2'GONG SUB YWW :P A4 DOUBLE 11 10 kill.POLY UNDERri _ h vI COh SLAB MJ OAMP PROOF WALLS - ... 2K?J a �F I - - IT JAIL F^_Y J'VOER _EELO.V GRADE 2K2J V21. ...._-_ _. ......... ......... ..... ....._ .. ..._....- TYP.ITCON P TE FG,RIMnON -r,WALLSW to'x 24•CONCRETEFOOTING VV f > HORIZONTAL BARSAT TOP d M:GDLE OFWA:LSECTION @ KITCHEN/SUNROOM < CEP SXE FFORFLOOR JOISTS B-0 2-0 B-0EXI6nNGR)OGESHED DORMER` AS 2K_J 5 AFT 1 .. NOTES: ?s81. EkS 5)2E/51E'\`REO IR.•ABASEMENT WPLL R-VA;lEOF1 Vt3.TH b AT 16•0:<. 'NEARS EITHERRIS CONTINUOUS INSULAT!ON ON ETHER THE a IN ERIOROREXTER OROFTHE�FDJND.ATICN,CRR59CAVITY :- .2J <'-x8'HOR. 2C 2J NSUTAT�ON f..n BATTS).ONT E INTERIOR OF THE WALL. ' ALTERNA VELV SH01Hi',S 1.MAY 3E ME YSTHAW TNUOJS LAYER OF R5INS'_LATION ON THE NTE00R OR EYTERIOR OF THE : .. : AX 1F iERS IN- FOUNDATION AND RI3 CAM TV(Baiij INSULATION MAY BE INETAL:EO - - - O.C. SOLiO2x6BLOCiBNG R4 THE OLITSIOE 23 CC SHALL DETERMINE LOCATIONAND TYPE OF AR i VAPOR -' TY/J RAFTER d CEILING JO'ST BAYS BARRIERS TO INTEGRATE IMTH':HE REST OF TIE STRUCTLR2E AS _ _ : @,R'O,4LLOW SPACE.FCR AIR 8'T c-F REQUIRED BY THE SCOPE OF THE iYORK. FLOW ON THE UNDERSIDE OF OF SHE T PIG �/'• : , �—n4 KDsrlms @ 1Fo.E. . - •. R-13UNFACED8ATTINSU_ATION - .... t'RlLxiiD FOAM IMSULATIOH Ri,nm,.l ATTACHED TO FOUNDATION Vi - ALNEBNE ROOF FRAMING PLAN _I /"' /•M.R.DRYWALL a BLUEBOARe - '... '.. .:...'e _ NOTES:. —A-AIRSPACE 1.)'ALL ROOF RAFTERS TO BE 2 x 10's '�BEAOOFBUm OfisalG^IJE. :. UNLESS OTHERWISE NOTED' . 6EALAN'1 A'(& HEDGE .: .. .. : USE.SIMPSON H2.5A HURRICANE CLIPS TYPIC ASPHALT :. ROOF SHINGLES Prz:4eorlGMPIA�e.Nt1En-. AT ALL RAFTERS ENDS - � - - N CONTACT W.TH CONORETE - L1 - - - :.31 VERIFY GUTTER TYPE/LAYOUT - 5VCox PLYVDOG SHEATHING .. -W/OWNERS: - - _ '2x.,4RAFTERS. ........—. 15#FEIT FFF•ER I - $IMPSOi H 25 HURRICANE C S ' • "� I 37 WIDE iCEWA7ER SHIELD LIP BARRIER . • `r.s .: ALUMINUM DRIP EDGE . NAh BAR 9£ I x FASCIA SCAR 112'GYPSIRA BOARD .. .. �•- 1.4 SOFFIT BOARD .!, II�1aJSOFflBOARD Fr VENT rx._ 1YP.2 x 6'WALLS 13'CRCWN l - 1 x 6 FRIEZE BOARD . C y C '0 DETAIL AT WALL - - SCALE:12"=14Y - THE SIO?1ER ERRORS OR OMISSIONS tlE NOTIFIED O NY �EK® COTUIT BAY DESIGN, ILL BUILDING PLANS FOR: - THESE STARTFOUN ON SCALE : DRAWING NO.: . � � THESE DRAWINGS PRIOR TO'START OF CONSTRUCTION THE BUILDINGCOI47RACTOR 43 BREWSTER ROAD 'VVU.BE RESPONSIBLE FORTHECOHTeNT 1/4H = 1 1-01, MASHPEE,MA. 02649 COMME C ES VATHOCT NOT TYING THE - 8. PH, (508)274-1166 RAPP RESIDENCE PITHEShGRAYANGSIF�N6TRCTION Aw $$ OF THE OF OWNER N'f ERRORS OR OMIHER S E O THESE DRAW'NCS ARE SOLELY FOR THE USE FAX{50 539-9402 .. - OF TXE WF lgTED A W O HER VSE OF DATE : THESE GP WIJGS REQUIRES THE V.ER RITTEN 12/26/2019 AR IilEI ECTURALCO"RIGHT P101 EC I ION - 55 LLTTLE RIVER ROAD COTUfT, MA ACI'QF 19So. Y...:.. .._.._......._.._........_. -................_.'_--"-. ____....__•___....__. ...........�......... ...- .........,.._...._._ ........_�._ ....-_......_ .._.._�._____.__..._..___ ... ___.__..._,.__••__" _.................._ ...__ ... . •'_....._-.'_...._.__"........_. _. __ ................... _- _.... _...._. ............................... .. ........... ..... ..... __.........:_.. ,.. ...__...._. ...... .......... ..-_,............._..... ... _...,,_...,.. .. -. ... ,......._......._. .........._.... 100 4,9•4 a N .CB d clh\fn old Post Rd � N x O 100 x° _ � _.: 1.r a•2� _.. �. 18.14 13. �� 0 r• 1.V; _ r_ y� Z d 6 o , Cotuit bay y1 16.54 `11&6'� . , + 19.07 F GQ P x cle°r�;�►T< . i LOCUS c '�� 17;16 x U' sedge °�00 19,62. 19.15 1 'i o 0 m > t7,53 ,x 188 b. 19.78 19, 7 f m Q X' �i Pa rio hr t LOo US MAP Z Q 19.81 a rox. r ,: 0 SC LE — 0 rn 1� 19,73 U O � 9 95 0co �•-' �- - � SEWER CONNECTION N0.2 i N ' "' 19.68 �ti''"`t x 20.18 4" C.I. PIPE, INV.=19.23t =J s 00� 18.46 . \bh INSTALL CLEANOUT D w d -'..... 17 2 - ` y x 1 ��t 18,44 ♦ 18.47 if /SOP T/N SEWER CONNECTION NO.1: ^fYJ: x s` vN�P�j 19 87 Sf 1H� SE { 4" C.I. PIPE, INV.=19.17f W U 6�� ! T.O.F.- 0.7f(VAR/ES)' 20,7 15, O W ' 0.2 / F, ,:. BENCHMARK a. c _ SCREW SET/N 0 .c �y.� x . 20,58 i DRIP EDGING f e P Qom♦ -� 19.44 + 1 :71 ^c ` .rn 1 EL.=20.71 a v 20.24 O r v j Q 51' 19.54 �J� y x 19.41 " Z ? ' x 20,45 � w ee ; o. v E. Ci x PROPOSED SEPTIC TANK Z I o x 21.28 O O Q x N . 053—004 001 z 16.29 x • -' PARCEL ID: — 29,504 ,f ~ 3 G c a n. v x I; ,.le N 2. x 21, ••-'••�,^ •' ..O .:I , fir / I p .I p N SHELL 'DRI I/EWA Y II 2 , IS"f S A.S ,� -\VENT o DRAFT 22 29 �� M - ` .v._ _v. _ o v 22,55 s 22.79 ... I 3 � 010. ~ H � o LEGEND B 22.71 -20- - EXISTING CONTOUR 20.9600.00 C.Bd f nd �° x 100. dl � 98 EXISTING T A M G SPOT GRADE C _ 21,80 edge of pavement 2311 z- U UNDERGROUND WIRES 21.38 22;49 22.87. �•i q ,,� 20.62 22,56 CATC BASIN C G EXISTING GAS SERVICE 22.48 c N v r W EXISTING WATER SERVICE LITTLE RIVER ROAD C q TEST PIT i •�3 0 $. BENCHMARK w W "v _.J