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HomeMy WebLinkAbout0449 EEL RIVER ROAD - Health 449 Eel River Road Osterville F A = 114 4020 v r e u v , o I n , e c a ' t No. Q U -� / Fee � — 1 ?ZE CO MONWEALTH OF MASSACHUSETTS Entered in computer: - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Thoogal 6wem Con5tr coon Permit Application for a Permit to Construct( ) Repair(-I"Upgrade( c�bandon( ) Complete System ❑Individual Components Location Address or Lot No. C00-d— Owner's Name,Address and Tel.No. 1-7 70 / 0s1-vrV0) lel-marZ P-MC-'ay, Tr- Assessor's Map/Parcel / /z� p d bm n-x n ktmit1W-_ 4ye, &Sk-it, Qd ln,, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.1 j(Jf"!j/a� L 9 g 6 C r4//a/CC A Type of Building: ¢� ! Q .D - 0(A o `S ' P` M 001"cj Dwelling No.of Bedrooms � '` ,I of Size G!'r*.-f. Garbage Grinder (NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 'e,D gpd Plan Date r/, 2200 7 Number of sheets Revision Date I I 9 b - Title 5wJl` Size of Sept' nk�abb a d/I - Type of S.A.S. c �' ` h 6-0 Description of Soifr 6 — I�'� We c�Q',r.< r ,p I tUtV /D q r q l L /G 3'' P� du rK y�,/1 nj>�i b rn y gj2 jot .5,� Iwtuddof¢e airs or Alters ions(Ans,�'er when app icable) (2 awao4ah t 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. QQ Sign Date j�T 6C& Application Approved by dIN� Date 17 a Application Disapproved by: Date for the following reasons p Permit No. 12no&— 0/ Date Issued �O . No. Ga �f 7 Am Fee " IJV• OD ' Entered in computer T' E COMMONWEALTH OF MASSACHUSETTS p `-- PUBLIG HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes polication for 33i!gpoot *pgtpm Congtruction Permit Application fora Permit to Construct O Repair( 6)/Upgrade( �bandon O 'Complete stem.Com Sy stem y ❑Individual Components Location Address or Lot No. � G e1 �j y�r A(V d- Owner's Name,Address,and Tel.No. : ` Os�rv►'/)� �rChar�C,. PlY�cPor7.7-r. Assessor'sMap,Parcel / Qa Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �(, -Ll�a,:f-33[f y �ul11 fah ln�J'nea�' �71�°..gP rJv� rt,� Type of Building: a r 'b ' OX OS ✓ / P, /h OdLo!; Dwelling No.of Bedrooms ���'`' )ot Size A eXr§4.-ft- Garbage Grinder ( NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min..required) gpd Design flow provided �(pQ gpd Plan Date ' 7 00 Number of sheets Revision Date I I 9 boa Title cJ' 1 •.s h' S*-M ra doe G(1, Size of Septi ank 6 L _Type of S.A.S. Li (_'Q YP ! fTv Description of Soil ' q " ��'1 0 L a ( 6 G'h - M0,1VA4 �,� • Na`fJA4l6pAQrs 1r ter attons(Ansv,�rfe en pluc`ahle i Date last inspected: . i Imo.. X Agreement: ! The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance,wiffthe 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. i �c, of�6C6 Signe Date r Application Approved by C/ pvul Date 1 Cf Gf; Application Disapproved by: Date I for the following reasons i Permit No. (�r,�U(,�'- 3 Date Issued f 0 s-. 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 b r( 1" c l J 1 at 4q9 ee- R1 VC-f- R i i/ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .200e G/3 dated Installer 0 �1) cc_ 6cl c`j, S I r Designer #bedrooms a 00, t-eil t,,Je /, Approved design flow U gpd The issuance of this p rmii shall not be construed as a guarantee that the systems It f ncti, as des ned. Date ��tC��(' Inspector I i �- ' �000 �! ----------- l ———-- No. !V � � Fee �U - THE COMMONWEALTH OF MASSACHUSETTS M PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS L 0t.5pozat 6p6temc Conotruction Permit Permission is hereby granted to Construct ( ) Repair ( -)' Upgrade ( +-) Abandon ( ) f System located at I i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided: Co struction must be completed within three years of the date of this erm t. GKr�'ti✓ Date / d Approved by . � 4 f Town of Barnstable Re gulatory Services MARMASM"e 9:��� Thomas F. Geiler,Director Public Health Division Thomas McKean;Director -200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form .. Date: l o l s o 8 Sewage Permit# o ti 5 Assessor's MapTarcel =l 1 y -Z =--- Designer: SuLUVAt4 C CL -,5r2 ` i PC- Installer: vice / IC�CG, e- -7 IAA M K t=[Z-- 12 oAD /ST Address: 7-G/Zi//i.:�" s °Address: a/ On C,/ Ca/l was issued a permit to install a (date) (installer) septic system at Li 4 q G-EL RI V&fZ.ozD. oSE�V, based on a design drawn by (addresS) . ✓E--1Luvt- a Alc. dated 9/?/a-� /2�' � i,/q/o S-7 . (designer) x 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. Plan re 's' n or certified as-built by designer to follow. staller's Signature) o�� a E SULLtAN N o ,CIVIL • No,2�'7��o ��' G (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc • .d SULLIVAN ENGINEEF NG INC., 7 PARKER ROADIP O BOX 659 OSTERVILLE, MA 02655. Peter Sullivan'P. E. Mass Registration No. 29733 peter@sullivbnengin.com phone 508-428-3344 fax 508-428-3115 January 8, 2008 Board of Health 200 Main Street Hyannis, MA 02601" RE: 449 Eel River Road, Osterville Dear Board of Health, Please find attached a copy of the:recorded deed restriction for the above referenced property. I trust this meets your present needs and if you have any questions,please contact the office. Thank you. Very truly yours, Paula Sullivan s Sullivan Engineering Inca Cc: Richard P. McCoy Members of American Society of Civil Engineers,Boston Society of Civil Engineers Doc: I v 080�5�51 01-08-21308 2=28 E:ARNSTABLE LAND COURT REGISTRY RESTRICTION WHEREAS, Richard P. McCoy,.as trustee,of the River Road Associates Trust, created by an instrument.dated May 21,2004 and recorded with the Barnstable County District of the Land Court as document No. 971,888 (hereinafter the,"TRUSTEE")is the owner of the real estate located at 449 Eel River Road, Barnstable(Osterville), Barnstable County, Massachusetts (hereinafter,referred to as"Premises"),and more particularly:bounded and described on Exhibit A attached hereto: and - WHEREAS the trustee as the owner of the Premises'has agreed.with the Town of Barnstable Board of Health(hereinafter the`Board")to a restriction as,to the number of bedrooms which can be-included in any home built or expanded.on the Premises as a precondition to obtaining a variance from the Board and WHEREAS,the Board, as a precondition to granting a variance from the setback to the coastal bank required that the agreement for said Restriction be recorded with the Barnstable County`Registry District of the Land Court.by recording this document. NOW, THEREFORE,the trustee does hereby place the following Restriction on the Premises in accordance with their agreement with the Board,which restriction shall run with the land and be binding upon all successors in title: 1. Any dwelling constructed or expanded on the Premises may have no more than five(5)bedrooms. ' This Restriction shall continue in full force and effect until such time as the Premises is connected to Town Sewer,or such time as the construction or the expansion of a residence with greater than five(5) bedrooms is allowed by right, or.such time as technology changes to permit more bedrooms,and/or such time as the Town of Barnstable Board of Health changes its regulations or otherwise grants permission for more than five(5)bedrooms, at which time this Restriction shall become,null and void. ,1 For title see Certificate of Title No. 173507 Executed as a sealed instrument this day of January, 2008. Richard P.'McCoy, T ee. , COMMONWEALTH OF MASSACHUSETTS Barnstable County On this ff'A day`of January,2008,before me,the undersigned Notary Public, personally appeared Richard P. McCoy,Trustee as aforesaid,proved to through satisfactory evidence of identification,which was M1 c�'wue to be the person whose name is signed on this document and acknowledged to me that he signed it voluntarily for its stated purpose. Notary Public My commission expires: PAULA M. SULLIVAN Notary Public Commonwealth of Massachusetts Z\SAY/� My Co,nmission Expires August 22, 2014 EXHIBIT «A» The land together with the buildings thereon, located at 449 Eel River Road,Barnstable (Osterville), Barnstable County, Massachusetts,more particularly bounded and described as follows: L`oY E-13 LAND COURT PLAN 2664-X(10) .N THE RIVER ROAD ASSOCIATES TRUST TRUSTEES CERTIFICATE I,Richard P. McCoy,.hereby certify the following: 1. i am the Trustee(the"Trustee") of the River Road Associates Trust (the"Trust")under a Declaration of Trust dated May 21, 2004, and filed with the Barnstable County Registry District of Land.Court as Document Number 971,889. 2. The Trust has not been terminated, superseded, or otherwise altered, modified,or amended and is in full force and effect. 3. The Trustee was authorized and directed by an instrument in writing signed by all of the beneficiates of the Trust,none of whom is a minor or under any legal disability,to execute the attached Restriction - pursuant to an agreement with the Town of Barnstable Board of Health restricting the number of bedrooms on the Premises as more fully. described in said Restriction. WITNESS the execution hereof under seal this JYlday of January, 2008. 6- e le, e�< Richard P. McCoy, Trust COMMONWEALTH OF MASSACHUSETTS Barnstable County On this(FAday of January, 2008,before me,the undersigned Notary Public,personally appeared Richard P. McCoy,Trustee as aforesaid,proved to me through satisfactory evidence of identification, which was ,M/4 to be the person whose name is signed on the preceding or attached document,and acknowledged to me that they signed it voluntarily for its stated purpose. Notary Public' My commission expires on PAULA M. SULLIVAN Notary Public Commonwealth of Massachusetts MY Commission Expires August .22,-2014 . ���YHE Tatf� Barnstable p Town of Barnstable AgAmBricaCRy ` MASS. " Board of Health p MASS. �a �p i639• .,0 m 2.00 Main Street, Hyannis MA'02601 Zoos Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 4, 2008 Mr. Peter Sullivan, P.E. Sullivan Engineering 7 Parker Road Osterville, MA 02655 ' RE: 449,E61 River Road, Osterville "`'A=114-020 Dear Mr. Sullivan, You are granted variances, on behalf of your client, Richard McCoy, to construct an onsite sewage disposal system at 449 Eel River Road, Osterville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The soil absorption system will be located 51 feet away from a coastal bank, in lieu of the one- hundred (100) feet minimum setback required by the Town of Barnstable Code. Section 360-1, Town of Barnstable Code: The septic tank will be located 25 feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum setback required by the Town of Barnstable Code. The variances are granted with the following conditions: (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms; offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds Q:\WPFILES\SuilivatiMcCoy2O68.doc restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated September 7, 2007. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September 7, 2007. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the fact that there is a coastal bank at this property. The proposed new soil absorption system appears to be designed to. meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sinc ely your W yne ' ill , M.D. Chair n Q:\WPFILES\SullivanMcCoy2008.doc r ' Z • prYU:UYI . L! co ra Er r— IIaa ff ca r(! I� � Postage $ Certified Fee krq Postmark t3 Return Receipt Fee Here ` O (Endorsement Required) M Restricted Delivery Fee C3 (Endorsement Required) Prop ID:2261A r� SCHERTZER,MAX&PEARL a %MARSHALL,CHARLES H& ._________________ M BERNIER MARSHALL,LORRAINE 718 CRAIGVILLE BEACH RD CENTERVILLE,MA 02632 Certified Mail Provides: o A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. e For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. o for an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". _ o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 p LLIL,l>t� . ■ ru • :. tr Er i ZOO - . . OFFICIAL CEI r%- Postage $ 1 S RJ Certified Fee r-R I Postmark O Return Receipt Fee Here p (Endorsement Required) O Restricted Delivery Fee M (Endorsement Required) rq (` Total Postaae&Fees C3 Prop 1D:226175 Iti SCHORTMAN,WILLIAM A& o SCHORTMAN,MAXINE R •---------------- C-3 72 BROAD BROOK RD BROAD BROOK,CT 06016 '--------------- Certified Mail Provides: a A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders; n Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. n NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for 1 a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. e For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or.mark the mailpiece with the endorsement"Restricted Delivery". _ u If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 M ftdlaw M nj rq Er OFFICIAL co N Postage $ JA f 3 ru ar Certified Fee rR Postmark M Return Receipt Fee Here p (Endorsement Required) M Restricted Delivery Fee O (Endorsement Required) r9 [ti Total Postage&Fees In N O ----------------- O Prop 1D:225004 t ------------------ AKSELRAD,CHARLES 960 LAWRENCEVILLE RD .. PRINCETON,NJ 08540 Certified Mail Provides: a A mailing receipt e A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. o Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ® For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ® If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail: IMPORTANT.Save this receipt and present it when making an inquiry. ..3 PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 D GIGII.�frl �1 M • I :. . f Postage $ i rU Certified Fee r-R Postmark p Return Receipt Fee Here O (Endorsement Required) C3 Restricted Delivery Fee Q (Endorsement Required) Tntnl Pnetana R P- r1-- Prop ID:226140001 ................ o ISENSTADT,ALAN TR tti %TRADE WINDS RESIDENCES,LLC __________________ 94 ST BOTOLPH ST BOSTON,MA 02116 Certified Mail Provides: a A mailing receipt a A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders: a Certified Mail may ONLY be combined with First-Class Mails or Priority Mail®. a Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For vaf tables,please consider Insured or Registered Mail. a For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return • Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a feemaiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or,mark the mailpiece with the endorsement•"Restricted Delivery"._ a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office.for postmarking. If a postmark on the Certified Mail receipt is not needed,'detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-600-9047 I DATE: /t/ —le Q 11 �a,Itxsswats. ! PER: xwa�. RSC. BY Town of Barnstable s DATE: 3 �— Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P A. Ralph A.Murphy,M.D. VARIANCE REQUEST FORIII LOCATION ` Property Address: qy'g &I a-er Assessor's Map and Parcel Number: IIV •-0Z0 Size of Lot: 1,25 AQ Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: _ k�(Vt`& -(Y\(_( Phone ' Did the owner of the property authorize you to repr sent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: iChc�tzl� P M,I Sv W. Name: -"AJ 'lc cti Address: CoMM0r\Ujf-,AV\-\ Ay-f— Address: i)S�Cs�t�1� t MA- Phone: - 05 � ►� OZII(t Phone: SOB—L128 VARIA.NNCE FROM REGULATION(List Rog.) REASON FOR VARIANCE ay attach if more space needed) NA TURE OF WORK: House Addition on ❑ House Renovation ❑ Repair of Failed Septic System � Chee list(to be completed by ofice staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four .(4)copies of engineered plan submitted(e.g.septic system plans) ] ,. Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request ZZ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expenss e f j CC (for Title V and/or local sewage regulation variances only) `? E iJ Full menu submitted(for grease trap variance requests only) ' Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same t ownerileasee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems t Cr (only if no expansion to the building proposed]) cri r` Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARZREQ to, N 1K\'TcH EN 5 q I 0 o- W NaLr�wsy • � L1v�n�G/4=Ann��_v � _ _ ©ea t,n il- r y` 7 ' v G LY T3E�ROOM. TZ©o nA S FLOOR PLANS RICHARD McCOY 449 EEL RIVER ROAD OSTERVILLE , MASS. FIRST FLOOR SCALE:AS SHOWN DATE: SEPT.7,2007 SCOIt t IO SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. 5"r t~t oop, f2.c>0 L fl y M ` J 19' FLOOR PLANS RICHARD McCOY 449 EEL RIVER ROAD SECOND FLOOR OSTERVILLE , MASS. SCALE:AS SHOWN DATE; SEPT. 7,2007 Sale: I - IO' SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. Oct 17 07 04:47p Richard P McCotj 603-893-1007 p. 1 Richard P. McCoy 449 Eel River Road Osterville, MA 02655 October 16, 2007 Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: 449 Eel River Road,Osterville Dear Board of Health, As owner of the above referenced property,please be advised that Sullivan Engineering,Inc. has my permission to represent me before your Board in all matters pertaining to the proposed septic system at my property, p Sincerely, i.. r � G Richard McCoy I Town of Barnstable Geographic Information System October 17,2007 114035 114035 Cr 11406 #� #45 114028 1.37566 114024 114 28 #70 #414 © #64 114027 114022 #38 #385 114026 #22 - 114040 114055 #423 ` •r11404 1 �. #51 N P� O �- - c.1V42 #35 03, . 114064 . .. 0585 -1140 114063 Y #4 88 114008 114065 9560 OF 473 t� 4 114067 114008 #570 074 114018 9483 114017 �NVF #501 pv 014o1oa@5 eet #698' g�`p 1::5 1 114050 7 saw #577 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:114 Parcel:020 Board of Health bounds determination or regulatory Selected Parcel boundary g ry interpretation. dards.eThe a beyond s scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map :.,E are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer r f AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '114020' Direct abutters(no set distance) and the properties located across the street. Total Count: 5 Close Map &Parcel Ownerl ewner2 Addressl Address 2 Mailing CityStateZip. CANNISTRARO, NEWTONVILLE, 114019 RITA A 51 FESSENDEN ST MA 02160 114020 MCCOY, RICHARD P 2 COMMONWEALTH BOSTON, MA . TR AVE 02116 114021 MCCOY,JANET H ONE INDUSTRIAL WINDHAM, NH DR 03087 LEONARD, F OSTERVILLE, MA 114025 JONATHAN G& %VALENTGAS, ELLEN PO BOX.1025 02655 MARTIN, DENISE A 114037 ANDERSON, SUSAN 100 CAT ROCK RD COS COB, CT L M 06807 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/17/2007. . http://www*.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 10/17/2007 i Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 phone 508-428-3344 ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant : Richard P. Mc Coy Project Location: 449 Eel River Road, Osterville Assessor's Map and Parcel: Map 114 Parcel 020 Project Description: - The applicant proposes to install a septic system within 100 feet of a coastal bank. Applicant's Agent: Sullivan Engineering Inc. 7 Parker Road, P O Box 659 Osterville, MA 02655 ****Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor Hearing room ', Date: November 13,.2007 Time: 3:00 PM Plans and the application describing-the proposed activity are on file at the. Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering's office. Please call if you have any questions regarding this application. Please call the Board of Health.on the day of the Public-Hearing to.confirm.the location and time for the hearing. i o. 1 i R l GA RA GC F\-0 0 y PLAN . RIC;HARD. McCOY 449 E1EL RIVER ROAD. OSTERVILLE MASS. i SCALE:AS SHOWN DATE: SEPT.7,2007 SI LLIVWN ENGINEERING INC. OSTERVILLE,MASS. f ,� ��, - •' �; ',�S�fS ��"�.u�.,. x % ,y <f+ at �="��riC ♦ ��� � Gam " a �'` t <,� x1rtR>ba � ts� f" ta.� �t � y EE ~�� £ -r� <E�F�^ a` � 5*„-. �(�s ~ i i.k x. �� it �y.� �,}J�,✓�jy�. ct` J � IS �. y �si}.•� �� � r�.� `�� i`�Elt :a+��1y"`1��.,:,••w45 �4 ��1��51� � ,�t;z ���'+�i�'i*�,�+�.3 n}lw�'4i,�.�f�+�`*�'�"•��.r���1 �,' G. �.. t ¢ <'+nr i �' y, `'• P� c•°'.'`" rMlOi+.s4,�t .q',, ,�1 $" # n .1 '�"� �� ` PF 04 � a�"x,+ eA = ��'- �`°A �'�,4Yt�� .a ��!'�� � u ,fit _- 1r y�'f �1� rid'�•p, 1�. 7 rl pp '�,,'�'., - �;W :�.v %u w.Y ....•�,....: .a,.& t a..u+ Lx Qa TO �� `J±•#9i�iJiii7�+'a5 _�^�-- w "��i � ' �. x��a°�*�}' ,.i Fes' , ` } • .P �p��' rt!�'' fi � C� •� �ti,i`.k� _ Mi�i .�1,nw 'iuw iu4n.b V +5i .,. ii` Y Y �}. ,,.`� y., �. ;_ 1.� 114 IMF �4� 15' r . 10 S j - 0 Q 19 - 1Ponn L' T3E�Roon� i k[ FLOOR PLANS S RICHARD McCOY 1 449 EEL RIVER ROAD m FIRST FLOOR OSTERVILLE , MASS. SCALE:AS SHOWN DATE; SEPT.7,2007 Stale; 1 10 SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. r S'I' tr"L_o o rk mcn o l ul II L in r I9t a FLOOR PLANS RICHARD McCOY *449 EEL RIVER ROAD A SECOND FLOOR' OSTERVILLE MASS. L SCALE AS SHOWN DATE SEPT.7,2007 S61e : 1 10, SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. .: a COMPLETE THIS SECTION ON DELIVERY. ■ Complete items 1,2,and 3.Also complete A. Sign tfre item 4 if Restricted Delivery is desired: ❑Agent • Print your name and address on the reverse X Addressee so that we can return the card to you. B. Ek&ived by(PH ed Name) i ery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Re 1. es 1. Article Addressed to: If YES,enter delivery address below: ❑No Mr Philip Ness c/o Mr. Richard P. McCoy, Tr a. service Type 2 Commonwealth Avenue ❑Certified Mail ❑Express Mall Boston, MA 02116 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i i l to 0 5 t 116 9©s0 01 Oi1.91 3448. (Transfer,;6 service labeq ,PSyFomi 3811,iFebruary 2004 '1 1 Domestic Return Receipt 10259502-M 15a0 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 ' Sender. Please print your name, address, and ZIP+4 in this box • PUBLIC HEALTH DEPARTMENT TOWN OF BARNSTABLE 200 MAIN STREET HYANNIS, MA 02601 U.S. Postal Service,. CERTIFIED MAILTM RECEIPT (Domestic MailO n ly-,LNe Insurance Coverage- rovided) IF,o—,Velivery,intormation,visit our web`site aat;www.usps.co-a PS Form 3800,June 2G 2� •��• See_Re erse oar nstructions Certified Mail Provides: A mailing receipt (as�anaa)zooz aunp'bose wio�sd o o A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years } Important Reminders: o Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile. m Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cfe at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present,it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. i 'S r Town of Barnstable Regulatory Services Thomas F. Geiler, Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 July 16, 2007 Mr Philip Ness c/o Mr. Richard P. McCoy, Tr 2 Commonwealth Avenue Boston,MA 02116 ORDER TO COMPLY WITH STATE ENVIROMENTAL CODE, TITLE 5 The septic system located at 449 Eel River, Osterville, MA, was last inspected on April 28`h, 2004,by James M. Ford, a certified inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: System was in hydraulic failure Our records indicate that the necessary repairs and upgrades were not done in the two(2) years given you at the time of the Health Departments order, (May, 6th,2004). You were asked to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacements of septic system component(s). This plan was to be submitted to the Town of Barnstable Public Health Division Office(regulatory Services)within ninety (90) days of receipt of that letter. If you can provide a compliance certificate showing that this work was done; so that we may update our records we would be grateful; if not you have 60 days from the date of this letter 7/16/07 to bring the system into compliance. f I Any person who shall fail to comply shall be fined not less than $10.00 nor more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. TABLE HEALTH EPARTMENT (E;aS'A. s McKean, R.S., C.H.O. Agent of the Board of Health P C�Lo 7CsAh ------------ ►1V c - co y i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED FAtLE® INSPECTIO" MAY 19 2004 TOWN OF BARNSTABLE TITLES HEALTH DEPT. OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 449 Eel River Road IWAP Osterville, MA 02655 Owner's Name: Phillip Ness PARCEL 2 Owner's Address: 9 Nead Point Drive LOB` Greenwich, CT 66830 Date of Inspection: April 28, 2004 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.D. Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT l certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper fimction and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ✓ Fa is Inspector's Signature: Date: May 6, 2004 The system inspector shall sub t a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of complett g this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due_ to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: , 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further'evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: I 3 I Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 449 Eel River Road Osterville, M4 Owner: Phillip Ness Date of Inspection: April 28, 2004 D. System Failure Criteria applicable to all systems: You must indicate either`yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _ ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS, cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia , nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] - Yes (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of. Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes Na the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area- IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 449 Eel River Road 4 Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: ti Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks ? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: 4 Yes No ✓ Existing information. For example, a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. i 5 i Page 6 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system (yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAIANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes, volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box, soil absorption system Single cesspool ✓ Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components, date installed(if known)and source of information: Original system-approximately 1920s(per owner) Were sewage odors detected when arriving at the site(yes or no): No 6 a; Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 449 Eel River Road Osterville, AM Owner: Phillip Ness Date of Inspection: April 28, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron 40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage, etc.): SEPTIC TANK: ✓ (locate on site plan) Cesspool acting as a septic tank Depth below grade: 12" Material of construction: _concrete _metal _fiberglass _polyethylene ✓ other(explain) Cesspool block If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions 6'W x 6'T x 9'bottom to grade Sludge depth: 12" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 12" Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): Liquid was up to the outlet tee. The cover was 12"below grade. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of I l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property.Address: 449 Eel River Road Osterville MA Owner: Phillip Ness Date of Inspection: April 28, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: , Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: ✓ overflow cesspool,number: 1 Innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): The overflow cesspool was 5'W x 6'T x 9'bottom to grade. The cesspool had 6.5'of liquid on the bottom. Liquid was above the inlet pipe. The system was in failure. The cover was 4"below grade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Pr o 1 6 I laoa` a ya yy a 10 I • Page 1 1 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 449 Eel River Road Osterville, MA Owner: Phillip Ness Date of Inspection: April 28, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 12 +/- feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using a Barnstable topographic map and water contours map, the maps were showing approximately 12' +/- to ground water at this site. This report has been prepared and the system inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection andlor this report. 11 A.5 N 0 s xa�wzaz¢c NNwONf oog�mz„- g'_4a - 17'-0" wm uwa Uzo 0 0 12'-0' W-O' ` I I'_Z" c2 whim ¢LL - W W v0-i�'�o o� '�oo I A-8 - 00 ......I*wao II EXISTING AL SC i I CRWPAE A.8 / � I Z >r g A. / 1 I ------ I / E—' o I --------- ' o I PROPOSED I PROPOSED I O C' SLAB 36'-6° I I CRAWL SPACE I I —————— \� I / o H w' 26'-10° A. �\ I 3 1/2"CONC. FILLED 7'-2° 7'-4" 7'-2° I I 36°x24° ACCESS I I PROPOSED I/ v � \ L- TO CRAWL SPACE J SLAB - --- ------------ - STL.LALL7 COLUMN - --- I I Z r/ --- -10'THICK x 9'70" VERIFY TOP OF I / EXISTING __ __ --=1=_ 11�__ = \ m cRAwL I SPACE — _ 3 L`� ----- VERIFY TOP OF ------------� CONCRETE WALL ON FOUND.WALL TO / T --- - -- I DROPPED •, III m I OUND, WALL TO CONTINUOUS 20 10° ALIGN FLOORS TYP. L- -1 - -J I ALIGN FLOORS TYP. CONCRETE FOOTING I - III I I r sE5h.6,59 11'x16' SMART VENT ---- zsE IIII IIII 8°zl6" III I (CERTIFIED FOR 200 50. FT.) III L JII IIIIIIIII > aJ_m-_ III Iw w III I EXISTING CRAWL SPACE III I> "a9>io",if%iSng E�Aa'3�E$sIso P$oo o'? i SMAR�I.VENT (CERTIFIED FOR 200 50. FT.) Zr O =W V Ww I •II I m3W, —I— -- - te ED31/° ONG.FI Qjw In STL.LALLT COLUMN r°� III II •• «....___....««««-_......«_._«.._«__- C joS°g.zla'¢d $wc W�=�1No�2�E'='°.wm=<�3o3W$ REPLACE -> -J ON 36°x36'x12° tr I~jI I .EXIST.COL.w/ EXISTING J nLL CONC.FOOTING, I - = EL•'ss'zo$FB''u41y 3 1/2"CONC.FILLED 4x6 BEAM I I mI'- I —1 "per<` iw I I 4°CONC.5 ON I <,�HW2<,-� �go� m STL. LOLLY COLUMN f`-I-, L-'L-`T�I j L I I h$E"1 a$a'�69 EEE'mna " D I J 10 MIL VAPOR(RETARDER ON 36'x36°.T2"DP. II���E I f-- ,m w r-- I GONG.FOOTING, TYP. I D - II 3)1'/�xllY,° LVL I 1 I 4A.- -1--- I ((STING ,.,.wI DRPPE �---.�...�.^_..�...�...�...r.- ••-i-- - 4° cANG.15 ON T �AJ..L.«_�__•vro^m•a��....-_....... 4�- - 1 _...�_•�•--_.. 1 4°x4°x35° _ 10 MIL VBETd�7�p �� I TUBE STEEL COLUMN I p 1 PROPOSED nOr I L--J L-- Z --- I PROPOSED I OPOSE�NT I I _I III I III 3)l�,xu,° LVL I p I I GARAGE —_— = III I I I I T I CRAWL SPACE FLUSH I I 0°xlb°SMART VENT I -REMOVE II >L L_J J I I 2.10'THICK x 37'CONC. DUST AO° III -__- U (CERTIFIED FOR 200 50. FT.) I I I EXISTING II J III I CONCRETE WALL ON III O° 3-2° W I O Z Q 8"xl6"SMART VENT j. III 1/2 WALL III, �. CONTINUOUS 20°xl0" III V I V J Z Lu c F I (CERTIFIED FOR 200 So. FT.) GARAGE SLAB -4" I I. III I m a{N I I CONCRETE FOOTING I TYPICAL NOTES: IL K - FROM BASEM T SLAB L- J I -Dr III D I 17'-0' III - In In STRUCTURAL EN GINEER/DESIGNER TO PERFORM FRAMING INSPSECTION \- '�J - WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR W m yl I I I. REMOVE I III nn °j 6' I WALL PLASTER BOARD/FINISH- Z Z`(�W J I 2(STACKED) IT�VV IXISTIN ��w O v'>J (CERTIFIED FgR�200 So.FT,) I ICONCRIETExWALLe ON 13060 BRICK COLL-- III ------- - F �1 -i Z Z 3 CONTRACTOR I SH SHALL SCHEDULE INTERIORS D R NG WEATHER ALL LLI - __I _ IL --W ---- — i CONTINUOUS 20'xl0" p Q Q I N AND IX USE PONE 1 /ENCLOSURES AS MAY BE I - I NECESSARYRTO INSURE SUCH PROTECTIONS -----2868 I CONCRETE FOOTING m - 9-LIGHT TW2436I /J - ---------- ----- 4------------ I--- w wU _ • XV X � J W ---------- I\ `� - 1 LONG. SLAB VERIFY TOP OF E I I CONDITIONS PRIOR TO CTOR SHALL ANDDURING ACONSTRUCTION AND NOTIFY DESIGNER Q Q W N n FOUND, WALL TO I OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED, -EXISTING I PROPOSED ,ALIGN.FLOORS P. I A.8 EXISTING Z o O 6 BRICK COL. 1 SLAB I` o BEAM CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ W, ` 1 I I SHORING ETC.TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL- U / I INTEGRITY OF EXISTING HOUSE. N V 2'-3" G / I STL?°L�LY COLUMN /_�I�- /-`_\- _ /___\ / -I - I CONTRACTOR SFIALL SITE INSPECT/VERIFY ALL EXISTING V5.PROPOSED O EXISTING CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS LL a' A•8 BASEMENT I WORNr K PROGREY TO SSES.INSURE COMPLIANCE WITH DESIGN PARAMETERS AS G lz A.5 VERIFY WALL HGT CHANGES u+/GRADE I 3' ° 4' 10 \ 5' " /4'-10° 26'_0 I I I IL BASEMENT NOTES: 10"THICK x W-0° 0°xl6° SMART VENT 10"THICK x 9'-O' '9tNCRETE 10"THICK x 4'-4" - ` CONCRETE WALL ON (CERTIFIED FOR 200 S0. FT.) CONCRETE WALL ON E ;pCONCRETE WALL ON -- --- -- -- 1.MAIN FOUNDATION WALLS TO BE 10'POURED CONC.W/20#5 BARS TOP ;p CONTINUOUS.20"x10" CONTINUOUS 20"z10° CONTINUOUS ZO"x10" EXISTING t BOTTOM REST FOUNDATION ON IO"X20"STRIP FOOTING. I CONCRETE FOOTING CONCRETE FOOTING A-8 CONCRETE FOOTING BE4'M PROVIDE B0k5 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/ In y / \ KEYWAY.PROVIDE 35 VERT.DOWELS 0 24'O,C,HORIZ. EXTENDED w o W Z 3'-b°MIN-ABOVE TOP OF FOOTING. PROVIDE 5/B°ANCHOR m r�- A BOLTS O 36'O.C.MAX.MIN 7°EMBEDMENT w/3°x3°xl/4°PLATE WASHER O <<w U U EXISTING 2.ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2'CONCRETE FILLED LALLYO BASET TENTCOLUMNS TO EXTEND TO FOOTING BELOW PROVIDE 6"x6°xS/5'CAP PLATE o t 7°x12'x3/4'BASE PLATE W/2 05/4' DIA.BOLTS.WELD ALL CONNECTIONStg'-7 1/4' / FOOTINGS TO 8E 36'z36'xf2'SQUARE CONCRETE W/3 a5BAR5 EACH WAY, w 4' vl u o IXIBTING ALL ON 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. E EXISTIN SLAB :o CONTINUUU5'20"XIO" SLAB 4.CONCRETE SLAB TO BE 4"POURED CONC.ON COMPACTED FILL- D w CONCRETE FOOTING A.8 CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES- ALIGN EXIST/PROP FLRS u 5, CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE(WINDOWS OR MECHANICAL) b.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0"MINIMUM COVER, UU�� F ' 7,PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP, p 0 0,SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 1 \ II - IN CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS- ANY MISSING, INGORRECT� OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. \ 10. INTENT OF DESIGN IS TO ALIGN NEW FIRST FLOOR SPACES W/EXISTING .-, z O FIRST FLOOR. CONTRACTOR SHALL ADJUST TOP OF FOUNDATION WALL AS r� NECESSARY TO ENSURE DESIGN INTENT. D - W Y O N B N A.5 z O S w I I WRAP EXIST. POSTS TO 81 So. EXISTING PATIO + i � EH 1 Nan Z TW2446 TW2446 z0 a w a rn`"' x �az�s EXISTING TW2446 m�N p� F az FWG5068 F1,45068 99� v w�N aa�Qzw TW2446 O v F 0��oz0=wUU a F O o.W zw EXISTING � T.`� - O z¢c°zc°w�wao PAT I O - t9 EXISTING 9'-10" N nm Z In O 1 � � GREAT ROOM s'-w^ 9'-3° V, PROPOSED 2 DINING �� d •m E- A U o TW2 36 TW2 36 TW2436 0 € R'�1 q owv0 �'o - A 5 = EXPANDED PATIO 2y_6° I 6'-7° '-O" w 0 26'-0° I EXISTING PROPOSED PROPOSED j� vl wo 2'-I° 5'-3° BREAKFAST oFAST PORCH Q � 0 TW2436 4'-I° 3'-II' m v zm 1 �——— BOXED BEAM _I - �.- ———————————————————————— TW24 TW2 TW2446 FWG6065 TW2 TW2446 TW24" _ - -v O 11BOXED BEAM 2668 2668 TW2446 ¢ I I 2868 PROPOSED 2 'aF �<4 WALLS 9-LIGHT `{'-� 4 2-2668 ON. "—TO BE LAV. 2860 REMOVED W-2" 6'-W PROPOSED m -u WALLS 2668 9€go g oQoo g� I ° CLG, LINE ABOVE W o OSED I PROPOSED - ___ ___ _ WA L o o I pW I QI I J '�" '°e 'Ei"m�<F o STER BEDROO Oy/' - < " o E 23' °xl4'-8° I DEN c D ------ :n A PROPDSr _ 5 �i<em"3�mPROPOSED ______ D PROPOSEDMUDRM. yam "LAUNDRY _ - TCHEN 2-2668 DS Oaa�ff� €€€AH _____ 22L0'AW-0"2'-4° 5'-10' I 13'-il° I I 7'-3° II'-O° 2B68 I PROPOSED t EXISTING LI AREA 45 I It FLOOR LIVING 50 FT.VING 3521 1116 TL------——— JMTW2436 I TOTALwLIVINGO FT. 4657 Z - 2668 2668 2-al L 2-10° Lz O p Q W PROPOSED PROPOSED n `� O EXISTING PROPOSED LIVING AREA Q ----- I ® W.I.C. FOYER 2-2668 n PBRAOT QED ® PORCH d FLOORIt FLOOR L�N�SG FT. a331g8 J >V q OPEN TO ABOVE TOTAL LIVING 1764 Z Z O Q m �/ W W F • 2-1660 Ily- PROPOSE UP WRAP EXIST. PROPOSED PROPOSED BAT(-I 2-1668 = m 2668 POSTS TO 8°SO, O Z_ W 2668 5068 4-PANEL �� W.I.G. M. BATH 2668 n-la°s.L 66B T 0436 WALL KEY >J m tt O TW2446 TW2446 0 EXISTING WALLS 1L 0{L 2668 2668 [_ _� WALLS TO BE REMOVED Lu J W — ———_1 O 3'-ID' 4'_0" TW2436 TW2436 5'-10° 6'-6° 6'-6° 5'-IO" Q O 0 Q —— WALLS Q ® PROPOSED WALLS U-I.TIN- gDROOrlMAIN lu PROPOSEDTTW2446PORCH / WIL j NOTE: �3'-5. ' 7" W " 4'-7"• ' 3'-5" EXISTINGALL WINDOWS ARE TO BEBEDROOM ANDERSEN 400 SERIES - TW W/ APPLIED GRILLES WRAP PROF.6xG m INSIDE AND OUTSIDE POSTS TO 8"50. s O o z z o8" I. ALL EXTERIOR WALLS SHALL BE 2X6 <<10 a U O 16'O.C.UNLESS OTHERWISE NOTED. z R.+o z A.5 .q,5 Oi (STING 2,AL L INTERIOR WALLS SHALL BE 2X4 z IXI5TING R1 PORCH •16 O.C.UNLESS OTHERWISE NOTED, a i F o (\{ PORCH - I S.CONTRACTOR SHALL VERIFY ALL WINDOW w o O TW2446 TW2446 TW2446 I ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. <E 4.CONTRACTOR SHALL VERIFY ALL DIMEN51ONS PRIOR TO CONSTRUCTION, C0N'1'KAtIOK O m WRAP EXIST, d m ASSUMES RESPONSIBILITY FOR ANY MISSING OR V I POSTS TO B" 50. INCORRECT DIMENSIONS NOT BROUGHT TO q O THE ATTENTION OF THE DESIGNER, m TI„2446 TW2446 TW2446 TW2446 NOTE: ° o CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS 2'-7° L�-7' 2'-0" W-4° L 5'-3' 5'-5' WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE. ALL _p WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL d' c 26'-O° EXISTING 3'-8° 3'-W EXISTING COMPLY WITH THE REQUIREMENTS OF ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING Z AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF .-i H + A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING W " WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. In 0 N B W A.5 ¢ I i EXISTIN 1 0 DECK I w j3q i �n wo x 4'-7" 14' Tn 2'_1° - 0 w�viow�<az TWa446 FWG606S FWG606B TW2446 T'b12446l4w w Wao O o " TW2446 .mo�ax5w Y oH W¢FNZ -JW¢�Z�pw�UZ ae1t. ----- _ 0_ a oN . m TW2446 "m O o`�oo ¢ova � U z�ozvw�wao TW2446 PROPOSED °Tr GUEST BEDROOM or 16'-6°xl3'-O° TW2446 C--1 V TW2446 V [� Ew-+ e m E— s a V T112446 �' - O W cn O 'I, A 2668 O C, WALLS � A 5 PRO ED PROPOSED TO BE 1 1 I LOFT REMOVED ® 2668 PROPOSED SATH y I OPOSED z O I WALLSis o J ------ --------------- 2668 .. I• o WALLS I 1 TO REMAIN - I •� m'Eg 3 2 2 S A ®° PROPOSED 14 RAILING I � N��n>3 a � �m�9m BATI-I I� i m €�� C 1 I V { I p - TWT2410 ZO G I _ OPEN TO BELOW I 4 Q Q i s m. TWT2410 - m Z Z Q Q I I q I I _ RAILINGOf LL� W m Q O� WJ Lu 2. Q W N Q 446TW2446TW2446 6 Q I I CTR.WINDOWS w/ IMIDGE ,LU G V' jL I I I - I I I I o O Z Z G w >a oz MATCW w/EMsTiNG WIDTH W o a a A B y N U j 0 Dw�d� U� Z ' � W Q O b � � � o O D w ' O � EXISTING N O RED BRICK CHIMNEY N S - W MATCH ROOF EXISTING PITCH ` We RAKE TRIM - . 1X9 RAKE TRIM - 1X4 TRIM 2 33.5 12 �1 Q 33.9 Q O EX15TING RED BRICK CHIMNEY w c — — — — — — — — — — — — — — — .EXISTING Haa } bo III it 11 111 it ]I it RED BRICK CHIMNEY �z<wzaa02 Hit moyopFaz wV Wdpl�i 0 40 F 3 EXISTING OVERHANG rn 'wmo¢� N TO BE CUT BACK V O O m o A.6 roeW 'z�o�pz D_ z�apU O owaoao pl\SECOND FLOOR �� CJ za ozuw�wao ALIGN?ROPOBED — — — — — — — — / - TT w/EXISTING III till] m ALUM.GUTTER — — — Ix FRIQW MATCH /EXIST. BED MOULDING MATCH w/IXIST. ' K.C.SHINGLES - MATCH w/EXIST. • Z° It IIIIIII Ill III III IX4 WINDOW/ N�m CASING WIRST FLOOR _ w IGN?ROPOSED /EXISTING �„�I Zz BRICK PATIO B°PILASTER WRAP EXIST. - 2°RC.SILL WRAP EXIST Z�m .MATCH w/IXIST. POSTS TO B°SO. POSTS TO 8"50. CUSTOn ® WOOD BRAG ® FRONT ELEVATION �E„�s�A4nisrseo�� - dH�oE3J�Ss2� l'45 1 I 8°xl6°SMART VENT I I (CERTIFIED FOR 200 50. FT.) mW� I I 9 v I I IIyy p I I EXISTING 1 I - RED BRICKCHIMNEY ` I Q W I ' ` U Q ALUM.GUTTER u, MATCH w/EXST. ` BED MOULDING 1 -O ul x FRIEZE � EXISTING Z w MATCH w/IXIST. 1 RED BRICK CHIMNEY Z w J W.C.SHINGLES 'I Lu>J MATCH /EXIST. CASING DOW/DOOR ® Q W _ -----_-------T •.> LLI 12 12 N 6,5 111 It 1 111 11 11 �6I III III III .9 1 _. IXe RAKE TRIM W W O Q 1x3 RAKE TRIM f ISTING OVERHANG IT O V l 1 2 TRIM TO 8E CUT BACK �lSECOND FLOOR — — — — — ��``�5 .. O ZT�ALIGfT PR73POSED — /EXISTING It III ® 111,111111111 111,limit ® ® v p ozz IH WRAP EXIST. a<h u POSTS TO e° 50. 2°RC.SILL 0 III I ii till III Hill III III W F 66 Q a a o 0 FIRST FLOOR F CV AiIGF PFFOPO��-'ED — — — — — — — — — — — — — — — — T /EXISTING z>_zIN moIN U� Z LEFT ELEVATION _ ® ® ® WOOD BRACKET _ O m 1HII � <. STONE VENEER RETAINING WALL •.\i ' [H (B7 OTHERS) 1 GARAGE BLAB (a Z m F- e"xlb°SMART VENT a°xl6° SMART VENT U -� W (CERTIFIED FOR 20O 50. FT.) (CERTIFIED FOR 200 SO. FT.) O z o V) EXISTING S RED BRICK CHIMNEY bee,RAKE TRI wU� 1X3 RAKE TRIP]. - H- Ix4 TJ2t17--- O _ o_ — — — — — — — — — — N�rn Qo z �' azawz�?�� xoNj-az c ® ® CONTINUOUS RIDGE VENT m� ow �ai coiyaa¢mz 0 K VZF Lilo ASPHALT ROOF SHINGLE O w sm N a mow O U SECOND FLOOR -AOGN?ROPOSED— — — — —.— It I I III it m T /EXISTING p n ALUM.GUTTER �1 p O I — — — — Ix FR16W �� I � 1 BED MOVLDING �� � W'm 101 W.C.SHINGLES E— O p I i I I Fm MATCH w/EXIST. 1 IX4 WINDOW/DOOR CASINGrI oI°R.C.SILL I I W¢� FIRST FLOOR I FW B yiy TAZ1lGN-PROPOSED— IIIhT /EXISTING U;kM Z ' v WRAP EXIST. m 8°CUSTOM SQUARE COLUMN POSTS TO 8°50. - o BRICK PW TIO REAR ELEVATION MATCH /EXIST. sE C� im£j `y saia��a,a€»� &a - 8E<���€o SS3aIs3f?a�� - ammo sm�� AWE jg���Ww �g�Smmg<S o`o �mWaoSOnow ski Ns�z. ''"m aa 9 EXISTING RED BRICK CHIMNEY Z W IX8 RAKE TRIM >11 U 0 I 1X3 RAKE TRIM 12 IZ O Z Q Q IX4 TRIM �12 ' to W L Q/ EXISTING -— RED BRICK CHIMNEY - O Z w w — — I ® ® W Q 6 N I lilt J } ILI --------------------------------- OO O EXISTING OVERHANG I a23.9 ( u TO BE CUT BACK111111111 TO e° O 12 R - WECOND FLOOR — _ — — — — 9p�- GN? OPOSPD— /EXISTING ® mom' ® oWI fill a yl v)U7O FIRBT FLOOR - GN-PROPOSED— — It I Z°R.C.SILL BRICK PATIO RIGHT ELEVATION MATCH /EXIST. _II � o 14 W C N N .. 2x8 BOLTED - O RIDGE VENT TO FLANGE S ROLL VENT SIDING SEE ELEVATION TYPICAL ROOF NOTES SEE DETAIL 2 'TYVEK°HOUSEWRAP RIDGE BOARDUCTUR HOLD TOP OF JOIST MAY VARYjAL SIZ '+F,off' 1/8" ABOVE TOP OF ® O CDX PLYWOOD fia BEAM 4 2xb O Ib°O.C. - ype� FACE MOUNT HANGER �4a R-19 FIBERGLASS INSUL. 154 FELT PAPER ASPHALT ROOF SHINGLESio��c 5/8°COX PLYWOOD `*NO y BEAM SIZES VARY ® rcZ4 W�ri RAFTER VENT �p ELF w�2 o z3a w o b MIL. POLY VAPOR BARRIER WHERE INSUL. - K9" �,� �'owoL' az G.W.B. R-BB INS U }b PAD BEAM ® mUvapzO�o 2x10 RAFTERS LCC PAN/SHELF.PTD, ® U y m c LL c��D o�No - ® d zvwi ��¢ Xcv�-i ' �U z¢c�azo�$wao .2x8 BOLTED V ALUM.GUTTER TO FLANGE na ,- Ix8 PTO. TYPICAL WALL DETAIL , TYPIGAL RIDGE VENT DETAIL BOLT 2X PADDING THROU - o.m 1 SCALE I-I/2" = 1'-O" 77 BOLTS®STEEL E2'O O.C. HORIZ. A32 .�+ U �--a STAGGERED TOP 8 BOTTOM �f�-'C�O o€ C/D FLOOR JOIST O cn 'a N�a • �� JOIST TO STL. BM. CONNECTION �_� 3 TYPICAL RAKE It CORNICE =gym SCALE I-I/2" I'-0' N av o_ - • - '=ESA ��e =Eisjg�< - - o�m�m��gH�a-Zs3QQ�H • - - o�gV�bac�a6"�:�j off gow ='ejoz apo2 � b _____ r._________ SLOPE w e� %p�� $3?=ate • I SLOPE 1 RIDGEE`aaba ffs �a€mg I - - - FLOOR J0I5T - I I I 19:12 a l I I PITCH(3 I I 1 I I I I I I I 1 Z I 2.6 BOLTED ; Q TO FLANGE U t3.5a2 wa MATCH ROOF w/ I I I PITCH O� _ Z Q EXISTING PITCH --------J _ I SLOPE SLOPE I r- --------� O Z Q 7 w� r ---------------- --------------- ISTIN ,/ 2 _ w Ww1 I- i3.5:12 , R�F, PITCH PITCH PITCH Y wT I L SLOPE / �// Z PITCH I 9< I .�\ yl c9, I �_______ _______� IXISTING' — I I ��_ �/ • ____ _____ w RIDGE i I �/' /i // ////// /I _ Q O 6 Q I I � � � �'C IIJ BEAM SIZES VARYui N EL PITCH O� I .y j /I SLOPE I SLOPE I/ / / , / I/ / \ O N 1 ,p , .I ///�/ AREA OF EXISTING w /T'T MATCH RICOF w/ MATCH ROOF / V / OOF 0- IXISTINGI PITCH EXISTING PITCH TO BECU�T HANG BACK PITCTC H �� N /.IXISTING/� _ /, / I I //// / / / / /,/,/// / - - >as j� U i/EXISTING'/ /,/ o o V GARAGE ---- ------ 50 JOIST TO STL. BM. CONNECTION AMA OF RHIANG STING ROOF PLAN AOOF OVERHANG EXISTINGREA OF �R TO BE CUT BACK TO BE CUT BACK m C 0 � • 1 \ II � O � Z O w o � 6"x6" P.T. P05T rn CONTINUOUS o 0 SIMPSON C5066 w "TYVEK" HOUSEWRAP I (TYPICAL)BASE 14 CDX PLYWOOD I i BRICK PORCH 8 STEPS 2x6 0 16"O.C. I R_19 11/2" CDX PLYWOOD - FIBERGLASS INSUL. 12X6 16" O.G. 2X6 SHOE DO NOT BACKFILL WALL 6 MIL.POLY VAPOR BARRIER I 11/2" DIAM. 12" GALV. ANCHOR UNTIL CONCRETE HAS BIT.JT.FILLER, w .�'I 1 BOLT 6 4'-0" O.C. 3/41, PLYWD. 5U5-FLOOR ATTAINED 7 DAY STRENGTH TOP OFF{N/FLEXIBLE 4 G.W.B. I - AND BOTH TOP t BOTTOM _ JOINT SEALANT aQ Z 00 I I OF WALL ARE PROPERLY y m 12XG P.T. SILL SERCURED. "TtG PLYWD. SUBFLOOR ° OWWF 6�x6B 6/6, TOP I/d w�a�oF wo $ _ _ ILL SEALER =IIII=IIII I GLUE<NAIL TO JOISTS m . a 4° CONC. SLAB I 20 a5 REBARS, CONT. 4'GONG. SIDING SEE ELEVATION I I 2x12 FLOOR JOISTS TOP&Boman -III=IIII _ xo�� z° II w N -------------------- --•-- -T1 1/2" CDX PLYWOOD IIIIIIIIIIIIIII COMPACTED � �owffi U RIM JOIST OR DEL.PERIMETER / a 4 Ill GARR7 DAMPROOFING = FILL M � FO ow / lb OVER TOP OF ''v 0- a - CDX P.T.PLYWD. d I FOOTING _—III 2X6 P.T. SILL BOTTOM 6° a / /\ c� —IIII IIII ' SILL SEALER 2X4 KEYWAY 2.6 P.T. SILL 2x12 FLOOR JOISTS ---®----� a �\\�\\�\\\\r\\/\\r\\/\\r\\/\ • - C/] a o„ d / / /1 /\/\l�l\/\l\ —I 1. SILL SEALER //h/ //\// \�,(\ 2 ® tt5 T85 E �ro d \\ �\\\\\T\\\\ \\\\\"\\� a 30 u3 REBARS, CONT, L �. a= / r r\/i�/i\i\/i\\ - : 5/B°ANCHOR BOLTS O 36°D.C. �\\ \ \\\/\ 6" COMPACTED FILL / / / //' MIN.7'E-15EDMENT \ \ \ \\ram\\\ - a /\ \/\/\u\\/\\/\`r/\\/rrQ�\\�\\\\/r�\\r�\/�' OF SLAB 6/6, TOP I/3 H O w/3°x3'VA'PLATE WASHER b1 \\ \\/\\/�Cr/\�r/(/�/!\ Qd /\\� r/\/�r �/r//r�rr//r/ .. 11 I—IIII I �i�1 cf1 FILL t TAMP 5'OUT FOR a ® \�\�/\ a '' '\\�T \\;j\ I I I M1I I I=I I1=I I—I I=_11I III IIII=I I I I=I I I I=I I I I=IIII= Fr.SLOPE: PROVIDE II <\/ /\/\ / > =IIII=IIII IIII—IIII— I=IIII IIII—IIII—IIII—IIII 12°BED OF t"STONE I d \ \ \ \ \ \\\ \\ \\r\\\\/\\/\\/\/\\/\\/\\r\\/\\r\\/\\r\\/\\/\\r\\ d w WHERE NO GUTTERS \�/\/\/� /\/\ — v —11=iI= —1 1=i—Ii1—lin= N W 2®u5 REBARS _ t AROUND ALL OPENINGS \ awa rr®°°car•°eM r\jT\ 4" CONC. SLAB CARRY DAMPPROOFING OVER Is 1/ � TOP OF FTC.DAMPROOFING r\\�/ TYPICAL GARAGE SLAB FOOTING gms � =s �gs� SCALE I-I/2" 1'-0 a\ \ \ a ,v, ✓, i,/i, d - :�:�' '...:: ,�., " �� %% d � \`ss4X2'-6° ® IB" O.0�r II .,.::.�.•i;'',.r.,�._/..%iir gWq TYPICAL SILL DETAIL \ \\ri\\ri\�r\�\ a a \�\\�\ �✓\\�� \�N\\�\r\\/\r U a \y\r\r\\\/\ \�\r\ g � 'woo» js�as=2a���os s l ,sue W s=� w S' 10' S' :`nBad83i� 3aa � S 'YP FOUNDATION SHELF ItSLAS FOOTING DETAIL BIT.-IT.FILLER, SCALE:1 1/2°=1'-O° ,n TOP OFF W/FLIXISLE V I JOINT SEALANT J Q STRUCTURAL PIPE COLUMN OR: - Z Z Q Q 5 1/2" CONC. FILLED 5TL. COL. - COORD. DIM. K/ lJ..fi w LU 0 2°DusT cAP NOT TO EXCEED 10 KIPS LOADING DOOR LocgTloN � E/OR 8' IN HEIGHT. BITUMINOUS JOINT FILLER, 6° APRON, THICKEN TO B° `—�/� R/w 68 conPAcrED TOP OFF W/ FLEXIBLE a DOOR OPENING O V/ u-1 FILL 4" CONCRETE SLAB - JOINT SELANT, GARAGE DOOR CO NOT BACKFILL WALL SIKAFLEX IA" Ell'_o° Z ~ F 5 UNTIL CONCRETE HAS c 6 MIL. POLY VAPOR BARRIER - ATTAINED 7 DAY STRENGTH . - - ANDEOTH TOP&'BOTTOM • CONCRETE FOOTING 20-5 REBAR I;xt;x4,° Q W H OF WALL ARE PROPERLY ` 3'-O X3'-O°xi'-O° - CONT.O - - GALV.ANGLE w/u4 SERCURED. — 6 ° _ 6X6 6/6 WWF, TOP I/3 BASE PLATE PERIMETER lu ocHroiaxs®3-0 4 _J Q w O 6 O it -11I-1 ° .° OF SLAB V'T 20 u5 REBARS,CANT. _ _ - 6x6 6/6 WWF V TOP t BOTTOM III—III—I ° .. TOP I!3 OF SLAB IL� III CARRY DAMPROOFING OVER TOP of = =1 I _ III=1 11=III-III=1 I=1 I I FOOTING — � .:�_.___ __________ __ a__-__-__--__----- . III- I-1 I I=III i III=III—III=1I I=1 a 2X4 KEYWAY —IIIIII—III a 4 ® #4 REBARS, CONT. _ III III=1 =III= _ d BOTH WAYS (TYPICAL) - 1=1 d a _ d 30=5 REBARS, CONT. _0 4——a---—_� 2x4 KEYWAY a _a oz<L " y a F cY III a I—i —III=111=1 —I hl�l I—III—I 11=1 1=1 2 0 u5 REBARS, CONT. _ a O I=III=III I I—III=1 I I III-1 I—III=1 / mamma a mw ax�ue�crt°w� . °•Ve°`vm„wa�m` e�.w,nm p I N_ M I /� o \ TYPICAL DUSTCAP It FOOTING 6 CAMP Flu 11 m SCALE I-I/2 - I'-G' �O�GOLUMN FOOTING DETAIL � � GARAGE APRON DETAI L SCALE 1-1/2" = 1'-0" SCALE 1-1/2" - 1'-0" 0 1 _ c z W 4 D W C N 110 MPH WIND ZONE REQUIREMENT FOR 760 CrlR 8th EDITION MA. STATE BUILDING CODE N Z O to S w RAFTER 0 16° O_C. 2x6 DEL TOP PLATE °i DEL. TOP PLATE 1 I 1 • a avOiUr'ni" SIMP'SON SP6 (20 GA.) °-L-J� I }m o w g m ai u" H2.5 0 EA. RAFTER L I O 1/2"CDX SHEATHING-. CONTINUOUS HEADER 0 MULTIPLE OPENINGS I I V wN •mw¢�Ni 1 - I 2x STUDS® 16" O.G. TOP PLATE el I 1 2x STUDS 0 16" O.C. i¢coaz csa��wao HEADER °I I I me I �-�-J I NAIL ad COMMON EXTEND HEADER N em I STM PLATE NALS 93°O.C. I' TO KING STUD FULL HGT,STUD el h I I [s] HDR UPLIFT STRAP CK STUD—, °I NAIL TOP PLATE �� •m WINDOW SILL 2- 5/8°ANCHOR BOLTS TO BTM.OF HDR. G, A YzAFTER TO PLATE CONNECTION w/3°x3^PLATE WASHERS 2 ROWS Ibd NAILS E— o� �` ®3°O.C. SCALE:N.T.S. G� RIM JOIST t/D 31 a 5/8" ANCHOR BOLTS ® 36" O.C. 1'r O W C/] f MIN, 7" EMBEDMENT I OPENING w/3"x3"xl/4" PLATE WASHER ° J II FLOOR JOISTS FOUNDATION— SILL PLATE 12 GA. ANCHORS TYP. •• °NA- ° z II 1 COX. SHEATHING SIL - j1 SILL PLATE TO TOP PLATE • NARROW NALL BRACING SCALE,N.T.S. ='P$s �q�B �m dff`d II SEE NAILING SCHEDULE 9»4?Eag3 �sNmertH 5/8" ANCHOR BOLTS®36" O.C. 3C�£��s£ m TUDS $ HEADERS - MIN. 7° EMBEDMENT , 3 Hit- ol" W SCALE N.T.S. w/3°x3"xl/4" PLATE WASHER m€€�'�� m3jo° ga j%mm5$cJy�So�€�W2o3 C SILL TO PLATE CONNECTION w/ SHEATHING ��N�Nws�oglpM SCALE,N.T.S. JOINT DESCRIPTION 711unBER of NUMBER OF NAIL SPACING COMMON NAILS BO%NAILS Q O ROOF FRAMING W Lu BLOCKING TO RAFTER(TOE NAILED) 2-ed 2-IOd EACH END - Q RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END O Z Q NALL FRAMING Z W LU F TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-ibd 5-16d AT JOINTS W STUD TO STUD (FACE NAILED) 2-Ibd 2-16d 24"O.C. O Z Ill J HEADER TO HEADER (FACE NAILED) 16d 16d 24"O.C. ALONG EDGES Q 0 LLI>J FLOOR FRAMING 2)16d COMMON �i/ R/> NAILS 6" O.C.. w Q R JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-5d 4-IOd PER JOIST BEAM C STRAP SIMPSON _ o J� BLOCKING TO JOIST (TOE NAILED) 2-5d 2-IOd EACH END 0 �� HTT5 �. Q\-W N BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LSTA 0 EA. RAFTER 0 Q Q LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ® 2It W •Q JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-IOd PER JOIST ° SIMPSON END (() BAND JOIST TO JOIST (END NAILED) 3-I6d 4-16d 'PER JOIST ° 0 C5066 (7 GA.xE) DISTANCE i BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT - > I r O ROOF SHEATHING /i ii LQ RZ II , o/ R WOOD STRUCTURAL PANELS .•'I 1 0 I (� RIDGE BEAM RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 5d IOd 6° EDGE/6" FIELD °° p 1 II I O; (/,L�•� RAFTERS OR TRUSSES SPACED OVER 16'O.C. ad IOd 4" EDGE/6" FIELD OII �°II I NOTE: ,11 I II I ° RIDGE STRAPS ARE NOT GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG ad IOd 6" EDGE/6" FIELD 6II •II I REOUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad IOd 6" EDGE/6" FIELD ° -till l NOMINAL ix6 OR 2x4 LUMBER w CUT LOOKERS g ��\�1 I ARE LOCATED IN THE UPPER j GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad IOd 4° EDGE/4" FIELD U_ THIRD OF THE ATTIC SPACE AND CEILING SHEATHING 5)10d NAILS EACH ACHED To RAFTERS USING END Q V O d y U w GYPSUM WALLBOARD 5d COOLERS - 7° EDGE/10° FIELD o WALL SHEATHING C SIMPSON STRONG—TIE CBQ (�') CORNER STUD HOLD DONN �iw RID E BAND STRAP G 'mom WOOD STRUCTURAL PANELS L I SCALEv N.T.S. • - -�� U SCALE+N;T.S. SCALES N.T.S. STUDS SPACED UP TO 24"O.C. ad IOd 6" EDGE/12° FIELD Y"AND-6,° FIBERBOARD PANELS ad - 3° EDGE/6" FIELD Yz"GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD _ FLOOR SHEATHING c; Q � o WOOD STRUCTURAL PANELS E a m° I"OR LESS ad IOd 6° EDGE/I° FIELD p GREATER THAN I" IOd 16d Im Z co _ 6" EDGE/6" FIELD ID W D O B N O A.5cr rn S a o rc r� oo W-�N ¢NUtUii 1 _ W zo J WZ a z_mIn ow�a az' I I I I I I I I I I I I I I I I moWO- m pwOZO WU ¢ I' I I I I I I I I I I I I I I I I I I I I I I I I CO _w lnxmmm"3W ' • I I I I I I I I I I I I I I I I I I I I I I 1 I I � m�0ow0~mm I 1 I I 1 I I 0 <CF X6V1 1 I I I I I I I I 1 I I I I I I � o�oo I I 1 I I I I I 1 1 I I I I Nz m r I I i 1 i I 1 1 I I. 1 I I VI I I I I I I I I I I zl I I I I I I 1 III �� U] O p IXN_X�I I I I I�LLI I 1 I I I I I III o I I I IN_gl I I I IWmI 1 I��I I I E�QQQ am O? q I I I I I I I 11 1 1 1 1 Z QuD 1 A.5 1 I I I I 1 I I I z 1 L_1 ' I I I I TALIC N FLOORS 2x12 FLOOR I I I I I 1 I I I I I I I I 1 I I JOISTS la°O.C. I I I I I I I • 2x12 T. UEDGER 1 I I I m A.8 u/�-s a° CIA i i i i I 1 1 1 1 I I I I I I I I I I Ll�G 817LT1 la'10.C.1 1 1 I I I 1 I I I I I N Y b P.T. POST II ON —1� _- ____-_� � ________ I II III 7_ t__________________________ z���Q=g� ______________ ___ L— _________+____-__ --- --- W -�--= -----------II ----------- ------ I v I- II III ------�---- ---------------------------------- � �s=��-' III I O s I III II III I IXISTING sow€� ��mz � Wga L II I 0= Q ____________ __ __ J FLOOR FRAMING-z Om _�_____ II 3 III O III �N m ALIGN FLOORS J O j LLF _____________ IXISTING I _____________ .I. _________________________ z1�ii< p„yS��� m Wi�tt III I tvN XW - _ �J❑ - - L°5omm 3m6 w xp FLOOR FRAMIN III U ' -_ _ - «« .------««...----........__�__________..«......«. __________ "a�N ��xlll __ _ _________________________ �- a nN III I 3N ---- EXISTING A.5 G6s"Zaba �� ��2 ; I 4x6 M > II m° �~ 4°x4___ _____________ _ __xN Nm �I ______ __-IXISTING____ .� _ TUBE STEEL COLUMN 0.�.�.�-� I -.. 'FLOOR FRAMING I ________________________ . A.5 — ACK « — — — — ----- -- ---------------------- � Z — GUT BACK EXISTING FLOOR JOISTS -««-- - P.T.POST .-- -- - — -� ____SANG FROM IOW LVL_-_iH. __ _ ____ ON I BEAM I n0 II I ______ _-3)I jAxll LVL- t� — ~W III I ______________I______ 1146 — u III rFwSN_- _____ Q O Z Q ______ _ LL o III I O EXISTING ______1------_III __ __ II > III �o III ______ =�-== _____ z W p AL N FLOORS P.T. POST (� W pg I K° FLOOR FRAMING II III III I ON Q Q� ____________________ __ __ _ i 111 i §N P -----------� 8 ------------ -----t m3 II __-____-____I______ III __ __ nLL m� "� III ______ ____________ -____ W > ____________I______ III I III III I O ` J w I __ _ ______ _IXISTING_____ t ___-_ • _j Q/_LU W._- -- - -- - —— - ___________ - FLOOR FRAMING W o 0 O ______ ____________ _____ _ ---------- ------- a" P.T. POST == IXISTING---- ---------- I BRICK COL ____________ I1------ ______________I__-_-_________ I II _-____-___-_ ______________1_________--___ __-___ ____________ +I _________ ____________________________ _ EXISTING - ______PT .r FLOOR FRAMING - A.5 _ FO_-R FRAMING B I I TI I' E T� _____ _________ TYPICAL LVL/GLULAM BOLTING/NAILING -------- --------- -------- w wo ?uo EO o MULTI 3/4° BEAMS- 1 U a ________ _________ _________ -------- -----I---- ----__--- 1 I I N; FU W c>>o I I I I I W� I I I 2 PIECES D-4' 2 RLxV9 O''16D NAIL9•�Y O.G U Z -------- ---- ------- ----- I I I I I I I I I I I I I I _____________ ---- 1 I I I I 1 I I 1 I 1 I I I kl OO ---------- 1 1 �• O I \ n 9 PIFCl9 D-1' 2—IS OF W DIAM BOLTS 111 12'OF. � O O� Z W O � v, B N A.5 Z 2 II II II II II II II II - II EXISTING II II DECK FRAMING - I ' II II II 2)]POST POST 11 %V.Il LVL%' a ON UP II HEADER _ -- — awl^ ¢uoimvi _ xz6 WZQz¢� L POST Ft75T W a o POST POST DN . UP/ON ON PP Nvwi¢aw oZo POST UP W UP/DN x US K�i 2)IxllYf' LVL FLUSH ���pw o�vNio J �WUV a oWa z�oQo� � owooam� ' U ZK UZU�`5wao EXISTING N rm FLOOR FRAMING POST w � o of UP/DN A A.5 - - - -2x12 P.T.HDR CD w C/D b"xb°P.T. z• _ 4'x4°x.25' — —— — POST TYP. 12F)LUI STEEL COLUMN N wo 8 EILI w ry DBL. STUD • P05T - xllY�" LVL rPOST -4"x4°x.25' - IS S I6'O. man PKT5.TYP_ UP/DN POrT __— H / UP K4X53 TUBE STEEL COLUMN p —ri/ STEEL BEAM I ism l _—_______ O'b IF 2)I'/4xIIY"° LVL I -- PCs- cs 2)I Gxl LVL '=WSs zi:1D�UON FLUSH I 3)Iil q° LVL I POST O er+o! II FLUSH FLUSH DN .F,tl�� a3Nrca`e .. w aN 3)Isyxll4" VL ��iamNNS a�3P=aH ON POST nN POST I - II�FLUSH I D DN (STING III DN n� $ I III � I -_• _�___ III CLG.JOISTS m�E'"� � i zgD BRG. I =JJL— _ __ _—— I4 O �¢ ad¢5:E�2 °e8 _ J I` o I POST III oHo�i glNn E•g=3 III 2' WALL ___ I _ UP ass g:3�9 g'":S3o� I 2 1fxII14° LVL FLUSH x12 FLOOR EXISTINGI6°z C IExT O.CLG.JO TS JOISTS EE�y6N s a I III! II GLG.JOISTS J m m N n I III mT uPDN I BRG. ` II I I POST POST A.5 POST DN Z " UP/DN — 2x12 FLOOR Z JOISTS 16°O.0 pOc EXISTING Q HEADER ® - L.L JL JL == O O Z Q Q S)I%.119" LVL DNST � -- _ I ° UPON POST FLUSH _ L I UPON 3)1%.1]a" LVL ON I � ��� BRG. lL rWEADE WALL POST HEADER 2)I}jzllY4' LVL - �W J )1VI R• LVL UP/D T DBL STUD HEADER I Q O� R/ OON PKTS.TYP. _ - 0 I POST =—= POST U- W� J DN ti POST ON Q W In r. O P UP/DN 0 p Q 6 0 Lo DNFIL O N o W'n a� II IL EXISTING V/ • - j -xl2 P.T. D. GLG.JOISTS I II + EXISTING F 11 II I- rn CLG.JOISTS VIn z0 I II z0 �-z A N� II 6"x6° P.T. B '-~"� TYP'ICAL_ LVL/GLULAM BOLTING/NAILING z o w S A.5 z u POST TYP: A.5 6 V - a I n MULTI 1 314" BEAMS I 11 I 1tio U W -- I EXISTING II y w u o HEADER - EXISTING II a I Y a rc HEADER A1l.D I II I II I II II m I II p Q Y II m V ° 9 PIEGE9 D-4• p pgy9 OP 1/D'D14M Hol.'Ie•'Y�'o<. _ � z � W ' W O N e A.5 0 n ---------- - - S , I ¢ / F I A_8 /' A•8 PDNST 2)2x12 VALLEY POST HEADER A-8 — _ — w I N3< > boo I P T j D I GE STRAPS I � ICAL }�f/IOw C� POST u A m�waal�'zozo t ON __ _________= I i A.8 j I B)1 V4,' LVL I — — — 0 o�smo¢w z ,it I tt 2 2 RIDGEWpz o Woo - ' BL STUD - O owooao�aacow /I I -IL KTS-TYP- U J I I 2)1%.III, LV \�� -T N no /1 VALLEY I w o m N -il REMOVE OR II CUT BACK EXISTING A �7 24n II _Q FRAMING AS NEEDE E— - Jr.- 8 U. A. � m I I 2x10 O.C, I 2x10 IG°O.C. I VZZ� ���e -- - - REMOVE OR � x C� a �} A / // l CUT BACK EXISTING F— <` �\ ,._______________ I � FRAMING AS NEEDED Ry UZ�J A.5 I I I IN THIS AREA -2xi2 P.T.HDR O UJ 3f SISTER ON TO ' REMOVE OR POST TYP. c \� POST I 3 I 11 °LVL EXISTING ROOF I CUT BACK EXISTING ) I 1 3 1 Ib° LVL O - N N2 A \ \\ DN 1 HEADERS POST FRAMING w/2x6 I FRAMING AS NEEDED ! RIDGE .v IIII I I A � EACH RAFTER IN THIS AREA LAY-ON ROOF w/2x8 Ib°O_c. _ ii 1 I A 8 F_ - -- - `-n a rtl =� =i-�i ! ag I � I =a 2xS NAILER I = POST ______________________ ________ _i________I____ ____ ____r�1 II III I) IIII V II II/J�!-III �\� - Em ROOF FRAMING ________________ -_______-________________ III DN -T LLLJJJII III p 1 III II II IIII II II it II oYgJ &cF.o fflg �-------- ------ - - ------------ -------------------------- -f ------ -- --- I 11 II II IIII II II r --11 >oRm$ �� `� C S i -r - \ --- _ 1 I 1 11 II II IIII Cxi II II I II II 2x8 NAILER �j�,•, zza3 �ig" III III i i iIIF = =a - ---i -- ---------- III u � II II u I bf?g I V 1 y -- 10 16°O.C. - - SISTER ON TO "zggmm6 mP�a, 1 J I ____ 3 1 16° LVL_____________________________ J __ __ _ /i I I I II FRAMING aW S - ffa -- I I I II IXISTING ROOFFy��$zmmjoi Y- N OOF w/2x6 ---_ _ mS�� $$�m" W3S II I I I I I I 1 '/ �bd 2S Gl�,L > - /2x I6"O.C. ___ _________ __ AFTERIO - - ------- ----- l ;n - - ------ - - w I Sp ND LLm jl I I R3 8 IL 1 ON - I III D i I i �jl 1- f(^ II ' < =L"Raioggg cV'm.ay�os W ^- I I I III6 - __ _- __ a --- - ------ ---------- -------------------------- -`-w 1 T L / r lii iii - h6 1a£ gad W N C A.5 POST AC.5A.8 I'J I'IIII -__-I'II1 _---__--___ __--__-- __-�I ----�k-oryn` �,'// 1IIIIlIIIIIIIIIiI —IIIIIII.IIIIIIIIIII \_\\_II1I///__/i/J,°II— \\�D•PNd I' .-k'LrI�LII.l.{I'1 __._______ _-____--________-____-_____-'__r11__1�__---_i�_7 I_J___/ III__-_ -_--/F__- —_.o w— _———_-_— _ �•_-_��!_-_=_-_II_lf-'=_--J�1-I=_-_--_-?1T_1,j�III i1 IIjIII J.�I GT ILLI (ROOF hII M--AjJT IC-/V1I•GDN __ -----------_____ — wi POST ON E _ TO HDR Y } I POST � N `i_ IIlI_ __J IIIII IIIIIIII EXISTING ___ yaL ___________ ' HEA Z`i�LL!D IN = __ , _________ ____ ___ .—.—_. 0. -_____________ppgT RIDGE STRAPS U II t I DN A I%'II LVLI O _______ ALONG SIDE RG ING RIDGE FOR LII I I ^, >QWQQ QJ / )I'/xIi% L L __________ \ r__ - _ ER SUPPORT '' J FADER u PK .TY .A l LL W _ p!-W -- ---- -- -- - 6 NAILER LAY-ON ROOF I I - O 6 2x _ __ _ __ ___________ _____ _______ _ __ ___ _ _ ___ _ I y1 w/2x6 I6"O.C. 0 Z0 OIY Ep . H SISTER ON.TO I -I I ';; _� __ __J__w//2x6 I6_ROOF _ i J I 2xG NAILER _EXISTING RCbF _ II �O ___ I.IU O LAY-ON ROOF ~I I FRPJ-ZING w%7x6 ------~----------I I -- FY ROOF BRACING ---�- 4'O.C.FIRST w/2IL x5 16'O.C. EACH RAFTER 1 - " TWO JOIST SPACES -+�__________________I___________ TYPICAL 2x8 NAILER }{-___ ,s_ — — — — __ __ i_____________________________i i j I-I 1 ��, _ _ — _ __ __ _ — __ IL 1L___ __I° 11___ _-________J___________________11J . za - IXISTING I I iI -xl2 P.T.HDR " I I IXISTING ROOF FRAMING I I I ROOF FRAMING I I I I I I i° REMOVE OR II .. I I I I I 10 I CUT BACK EXITING II HYr.__________________------------rr------tt7 rrr------ ----- ----------N----�+- I ' FRAMING AS N EDED 17------ I--------- I I III I IN THIS AREA i II I I I I j 1 O w W z F1L------------------I___________1L--____I° A 11 u___________L____________-___-_ y II I I I°-1 r 11-_____U EXISTING I r____Yr-1 <�H A I II I I I I° 8 A.8 I 11 I I I - I Oz 4"x6°P.T- _ ROOF FRAMING I I >a A.5 1-11'------------------I-----------T1-----4' �/ r ----- I7---------.---------------�____1i O� " I ,EXISTING Lq POST TYP. A.5 7 a I I ROOF FRAMING I ° 1 1 u I 11 1+1 TYPICAL LVL/GLULAM BOLTING/NAILING �a F o ci r---------------------------- R------ rTr------11 -----------r'------------------Ir--YrT l 0°I 1°II to EXISTING I It p111 II .11 I 1F u _______ I __-___ HEADER IXISTIN I MULTI 1 3/4" BEAMS n U__ ______ I ______L _________---- _ HEADER __ L______-________- 10 I I 1 -________1- - ________- y- - Ni<Um ppN hwo 1- r-------r--------1-----------t------- IA~ r+ ------IY---------l-H--------r--- ------ 1 l z to u ° itI I II I I I II I° I I II 11 I I I . =-= -J-ILI � I 2 I 1 — \ II4I=A� = __ __ PlrzEs D- 12 4' ]RLW9 Or'ILD NdJLA 0'I�'O.C. ------------- '=$_=-_-'-� d, C) ^ • - 9 PIECES D-4' 2 RCW9 OF I/7 DIGM aOLT9�IZ'oz. � w ID w ((� z W � O Y yOj O O Z O I N I 5 I W EXISTING - PATIO ' I I I - nzgwza?�� �oWpw�ag� co 1tl �m o EXISTING GREAT ROOM W� H U.m ----- _ E-!C 7 0 R C4v1 z OWE o �I I FM fir.- I I - gob EXISTINGPORCH 3 33S�m $mao63 m�� � t - n EXISTING OVL $ € bgg0 DEN EXISTING KITCHEN ® EXISTING z Z W J OVo EXISTING �-W O BATH 0 Q Z—K w O Nw� LLI ►L � Ww ~ ZOw IT X I ILLI EXISTING BEDROOM EXISTING BEDROOM o�3z ' za oz i a<aFo r A Z m I o > n � "v 0 W O N § . . . 77, . . .. r------- . 2 � °•! . . . . . �pa, °| . ow� , MASTER _o OOA ? . COSTING MASTER _r �h . . . §!� . ilmal MEWpill �a�/ ,■ix ON. U) Z .m /6\{ 0 z�§$ . q �U§{ a me .. . cl ?tL // • . . 0 � u� L% �k�(2 a � q n ��s � � ZONE: caK? �• * �� x `; RF-1 (RPOD) OVERLAY DISTRICT: t�Y a ,} 1 a yk '. A Area (min.) 87,120 SF FLOOD ZONE: DIRECTIONS: AP - Aquifer Protection District le$ pyl�' jy rb"J`• )*.d '+ Fronta e min 20' `f - �.r� �; �•>;R' r:p ` 4���".'• Width ?min) 125' All (EL11) & B From Hyannis - Take Route 28 into Osterville. At the Setbacks: Community Panel No. lights by White Hen Pantry, take a left onto Osterville r,_ga51 4s a4 rAir (NemY Front 30' #250001 0016 D West Barnstable Road and follow to the end; Take a y''} Side 15' July 2, 1992 left onto Main Street; Take a right onto Parker Road, v xoj �qja Rear 15' At the stop sign take a right onto West Bay Road; ¢ " t 33 nl /" Take left onto Eel River Road, Property is on the 1 bii right,) 449. ¢t 7 S51 36'40"W MCCOY, JANET & CLEARY, TRACY M j o l i 23.4' % I - -- Lawn Proposed Pr \ Location Map nve— �6 Scale: i 2,000t' lLown Prop sed I \ cn Add tion \ I \v V ASSESSORS REF.: \3'/ Proposed \ Map 114 Parcel 20 2 Sty W/F- \\ —— \ — Existing Septic / r— S.F. Dwellig �- �- Permit No. 2008-013 ` T.C.F 15.0' "i4� '— � — f Lawn \\� \ — // Proposed I III (\Il\II I1 II I I I Pro osed �6 Addition ar�ge I iS O 10ITI / I I \ /f II II III\I\` \�.1 1 I FFE 14.57 O- Q Pro, — 1 3 I \ — / \ed\ Drive \ I Proposed \ \ Proposed I \ \ \ 1 1 1 1 '10— / Add tion \__ — Stab 7.5' I � 1 I J F / r � Q, .- as o ' / I / ed rDPrive � - I / _ D r i / / \ / / \ l 1 / 78. 11. (3 DRAFT Verstion for comment I '��'If f'l� \ ��\ \` \� �'% '-7 Not For Construction I _� -_ \--_ : "6'4 --10� �- N/F \ I CANN/STRARO, JOHN C & RI TA A TRS \ \ TITLE: PREPARED BY.- PREPARED FOR: \ Site Plan NOTES: Proposed Improvements McCoy, Richard P TR 1.) The property line information shown was p p Sullivan Engineering, Inc. Y� compiled from available record information. � At PO Box 659 2 Com m on wel o th Ave. 2.) The topographic information was obtained Osterville, MA 02655 I - Boston MA 02116 from on on the ground survey performed on 449 Eel River Road (508)428-3344 (508)428-9617 fax I or between 041JAN199 & 05/JAN/99, Barnstable ) Mass. and field edited on 07/FEB/07. —• Os terville f Draft: CTR Field: BK/CTR/JOD 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean - DATE: 777= Review: JOD Comp/Droft: CTR sea level datum. June 13, 2013 20' 1 Pro: Drawing # 98011 g # Proposed Improvments f� • W Z Z y C7 �i N Q W 0 � V N CONTINUOUS RIDGE VENT _ I%10 RAKE TRIH 0 1X4 RAKE TRIM S ' W ASPHALT ROOF SHINGLE 3 A.2 / o 1 w rc ® � 1 X 6 FRIEZE —LL W.C.SHINGLESLL= wUNa$ o40 W.C,SHINGLES 2°R.G.SILL (7 � ����ZwODwau 11 d ¢K O R GARAGE SLAB (- L) irc.iu��wao • I I I I �� p I � rti r J E-- � v L________________________________________________________IJ L� O * 25'-0° O C 7 C/1 $ �, D, G>d FRONT ELEVATION RIGHT ELEVATIONOR amow�oyeW go a IMF,w¢51�oS�m��w� r .68<a$dg� ga i CONTINUOUS RIDGE VENT ,. ''nn V/ Z w • ASPHALT ROOF SHINGLE O u Z Q W Lit (L(n j LL O w� J W (L ILI 10;06 N W.C.SHINGLES ® 1X4 WINDOW/DOOR CASING Q HL GARAGE,SLAB I I 1 I I I I I I I I I I I I I I I I I r l r J v d N O U O Q LEFT ELEVATION REAR ELEVATION ALL WINDOWS ARE TO BE ANDERSEN 400 SERIES TW m o WASH of 8 APPLIED GRILLES m INSIDE AND OUTSIDE I I. ALL EXTERIOR WALLS SHALL BE 2X4 O cY a 1"°O.C.UNLESS OTHERWISE NOTED, I 2.CONTRACTOR SHALL VERIFY ALL WINDOW' ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. S.CONTRACTOR SHALL VERIFY ALL DIMENSIONS Ci PRIOR TO CONSTRUCTION. CONTRACTOR Z ASSUMES RESPONSIBILITY FOR ANY MISSING OR /,., INCORRECT DIMENSIONS NOT BROUGHT TO F- e O N < W � � U .. RIDGE VENT a� a ROLL VENT ' - N 4 a� _O RIDGE BEAM 3-1 3/4 x 16" LVL S w A21 A21 A21 - I I 15-FELT PAPER 5/e°CDX PLYWOOD p m m I I JT,< Taw ro ' I 2x10 16"O.C. 2x10 RAFTERS WH vI I 016 O.C. I' GARAGE Q n wV�r'lia�i oho I 2B'-o"x 23'-0• POST . o UP p .I �w0~NOV RIDGE BEAR 1 TYPICAL RIDGE VENT DETAIL yOj - ,3-1 5/4 x 16' LVL I z¢uzcii��a N POS - ��� SCALE 1-I/2" I'-0" o. J� o 8 I — — I UP ------------- Z ism m A.2 m w�a Nom 'I C/1 0 r- ----- ----------- m2 ASPHALT ROOF SHINGLES �J E— i I j n - I. s — — —— — — — — — — — , I cfD 2 J A.3 I I I I I I °7e°COX SHEATHING �"'�1O 6 RIDGE STRAPS CDw if1 TYPICAL h R50 BATT INSUL. `/�[]Q• - xc I g070 OHGD I I g070 OHGD ' VERT.B .VENEER I I VERT.BD.VENEER GWB w/SKIM COAT PLASTER y wo BOTH DOORS (BOTH DOOR TI"12442 1 I I I I ON Ix STRAPPING I6°O.C. _ win - - CONT. RAFTER VENT 6 VENT BAFFLE APRON ICE AND WATER BARRIER MEMBRANE CARRY UP 3'-0"FROM SAVE - (2)1 q 1/2° LV AL. DRIP EDGE L / 4 OVER ICE t WATER BARRIER / oa �� CONT. HEADER // / goab "a� Six �2 n A.3 as„si<� 7 A.3 ALUMIN.GUTTER �Ed P�R�✓% a � FLOOR PLAN ROOF FRAMING PLAN S &S CARA-VENT STRIP VENT Ix TRIM in - �.bwl�gvr11 • - - SIDING ,`n6�i odd<,.oX €�?.n - TYP. WALL 4 a� ' a a - 1 A.3 --------------------------- A.2 CONT INUOUS RIDGE VENT Z W 3-1 3/4 x Ib' LVL �l L •• —1----------_I--------- - �, I I l I /'�� 7'_D° �n�TYPICAL SAVE DETAIL � Q Z 2 SCALE 1-1/2n = I'-O" fL J w0 = I (� (L Z Q B"THICK x 41-S' I 4 "— J0- CONCRETE W�LL ON I 4 —/ A.3 - Z (n j w I CONTINUOUS 16"x8" I I CONCRETE FOOTING I A,3 ASPHALT ROOF SHINGLES TYPICAL ROOF NOTES O O 0 W— J = - I SEE DETAIL I _ GARAGE SLAB I I / 9/e°CD%SHEATHING 2x10 RAFTER L U) J 2B'-O°x 23'-O' I ? 2xI5 COLLAR TIES - K 2x4 NAILER. Q O W I PITCH I - JOISTS 16"O.C. 15=BUILDING PAPER 2x4 TOP PLATE W Q O Lu H TOWARDS DOORS - - 1 W • - - I = _° (2)1�q 1/2• LVLI / 2xlo 16"D.C.. 2 Z 6 N n 5/8"C.D,X. PLYWOOD 1 , m CONT. HEADE / A.2 1 Q 0- U V O --w---------II----------------------II II ® mIFTTI GARAGE B3K ---------- 2 CEARLY ENTRY / . ASPHALT ROOF SHINGLES \+�QK , Q LL NTRACTION JOINTS A 0 5/5' ANCHOR BOLTS® 36" O.G. 10.O.C.TYPICAL 2X4 B 16".O.0 MIN."7"xEMByDMENT 1/2" DX SHEATHING /3x3° l/4 PLATE WASHER TYVEK HOUSEHRAP = SIDING(SEE ELEVS.) Ix BLDCKIN I I I I • / \ K2 • 5 I 4'CONC.SLAB I ON 10 MIL VAPOR RETARDER I I 2X6 P.T SILL Py O O w 1 6%6 6/b WWP TOP I/3 OF SLAB G o r - Q ,J W/SILL SEALER Y GONTRCTOR SHALL I I =I B"THICK x 4'-B" HAINTAIN 4B"MINIMUM Z O 6 I I = CONCRETE WALL ON DROP TOP OP WALL DROP TOP OF WALL I ! FOOTING COVERAGE a a a o po L t�'AT DOORI OPENINGS 12'AT DOOR;OPENINGS I CONTINUOUS 16'xe" F 0 n• — ———I———————————I————————— •I .- CONCRETE FOOTING I u N a 0 ■• ■ A.5 - / 3/4'A.C. PLYWOOD APRON / V Z 3 m A.3 25'_0' SECTION A•3 o a N o e (2)-1 3/4"X q 1/2"ABOVE a n (2)-I 3/4°X q 1/2"ABOVE a TYPICAL RAKE DETAIL Z f • 0 Z � W t7 Y N � S O � U TYPICAL LVL/GLULAM BOLTING/NAILING BIT.Jr.FILLER, MULTI 1 3/4" BEAM5 TOP OFF W/FLEXIBLE - N - JOINT SEALANT Z 2. O COORD. DIM, W/ - N DOOR LOCATION 6"APRON, THICKEN TO B" WWP LAB 6/6, TOP I/3 W OF SLAB 2 PIECES D-O' ROW9 OF 160 NNL9 1 12'O.C. iX B DOOR OPENING 4'CONC.SLAB GARAGE DOOR - - 2'-0" !., 6"COMPACTED ED CO T.REBAR I I AL xx'/a° � � :ILL ' w CENT.• GALV.ANGLE w/a4 2' F ' PERIMETER ANCHORS•3'-O"" DO NOT BAGKFILL WALL — UNTIL CONCRETE HAS 1 O.C. MAX, ATTAINED]DAY STRENGTH AND BOTH TOP 4 BOTTOM OF WALL ARE PROPERLY 9 PIECES 2 1 O OF IM'01—WO •12'O.C. ¢ K TO I WWP - SERCURED. TOP /3 OF SLAB -II= I I= 2. z0 a U Z aZ¢ 20-5 REBAR5, CONT. • SIDING SEE ELEVATION m� nz TOP 4 BOTTOM III—III— --o n W~ 'TYVEK'HOUSEWRAP —III—III • I - F w <N¢¢ CARRY DAMPROOFING III=III—I I - S U w-r 0� 3N OVER TOP OF - p In i m _ III I III III III III III III owo�„o C4 ° ° \y G - CDX PLYWOOD FOOTING — —I III III III III III III I o]'ooio�ao- -- - - - 2x4 KEYWAY - U z¢c�zul�Sw Zao 2.4916'D.C. ICI I�IIIII�IIIII�IIIII _�� I I : I I I—III—III—III _ 30 a5 REBARS, CONT. 2 6.5 REBARS, CONT a �a \/\ III III III—III—III—I N -- —= I= — I=III=III x a a TYPICAL WALL DETAIL III—III—I III—III I III III III—III=III=1 I-I/2" = r-o 1=1I 1=1I I I I=1 11=1I I I I 1=1 1=1 I I—III III III o w „ li 1=1 11=1 1=1 11=1 11=1 1=1 I I III-1 11=1 11=1 11=1 z Q� � — - - - - �. 6"COMP. FILL _ 2.4 KEYWAY - NOx® IXN w GARAGE APRON DETAIL nm "gym"�� 2x4'VEIL TOP PLATE SIMPSON 5P6(20 GA.) - TYPICAL GARAGE SLAB FOOTING _ SCALE-1-1/2" a 11-O" RAFTER ® 16" D.C. o HEADER FULL HGT.STUD �3€ �£: �� osa HDR UPLIFT STRAP Q w JACK STUD ` iq� ;a H2.5 ® EA. RAFTER � " WrSSA tcmfSo - uO° WINDOW SILL G$$<o$r N iM PLATE , JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING • COMMON NAILS BOX NAILS TOP PLATE II II ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) 2-5d 2-IOd EACH END a - jl 1W` RIM BOARD TO RAFTER(END NAILED 2-I6d 3-I6d EACH END u 11 U /I 1RAFTER TO PLATE CONNECTION Z WALL FRAMING I ,I'\`^ SCALE: N.T.S. —� U) O -5/5" ANCHOR BOLTS® 56" O.C. i1 Q Z W Q TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-16d AT JOINTS of I DEL TOP PLATE II Q MIN. 7" EMBEDMENT STUD TO STUD(FACE NAILED) 16d 16d 24"O.C. I I Iu IL HEADER TO HEADER (PAGE NAILED)- Ibd I6d 24°O.C-ALONG EDGES I I -I - x3"%I/4" PLATE WASHER w IL'n 1yJ FLOOR FRAMING ^�nJ ^ SA DS 5 HEADERS N�o JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-ed 4-tOd PER JOIST r� l' - W �r BLOCKING TO JOIST(TOE NAILED) 2-5d 2-1Od EACH END l'� 1 �K IS W BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-I6d EACH BLOCK I - V LLI 2x STUDS 16' O.C. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd -1 PER JOIST 'I 1 1 �L [L U BAND JOIST TO JOIST(END NAILED) 3-I6d 4-I6d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT I I I Z of I I I ROOF SHEATHING WOOD STRUCTURAL PANELS •I�` I 1 B MULTIPLE OPENINGS 1/2"CDX SHEATHING CONTINUOUS HEADER '1 1 RAFTERS OR TRUSSES SPACED UP TO 16"O.C. Bd IOd 6" EDGE/6"FIELD o 1' ,I� - RAFTERS OR TRUSSES SPACED OVER 16"O.C. Ed IOd 4"EDGE/6"FIELD 11 GABLE END WALL RAKE OR RAKE TRU55 w/a GABLE OVERHANG 5d IOd 6' EDGE/6° FIELD A I A F GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 5d 10d 6° EDGE/6" FIELD • `$ DEL �BEAM 6 STRAP o 4o W OUTLOOKER5 1 i-51LI• PLATE w _ GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS - SolIOd 4" EDGE/4" FIELD b LSTA ® EA. RAFTER z~ CEILING SHEATHING •I NAILS 03 O�C.N EXTEND HEADER 2% GYPSUM 5d COOLERS - 7' EDGE/10°FIELD TO KING STUD END o -n I-I W DISTANCE u z (n N n o o WALL SHEATHING NAIL TOP PLATE n V o 2- 5/Sd ANCHOR BOLTS TO BTM. OF HDR. WOOD STRUCTURAL PANELS - w/3"x3" PLATE WASHERS 2 ROWS 16d NAILS c D m O ®3' O.C. RIDGE BEAM V i • STUDS SPACED UP TO 24'O.C. 5d IOd 6"EDGE/12" FIELD _ L I/2" CDX. SHEATHINGTOP OPENING ,�"AND 2152" FIBERBOARD PANELS 0d - 3"EDGE/b°FIELD SILL PLATE TO TOP PLATE 1 "��/ NOTE: m J'2"GYPSUM WALLBOARD 9d COOLERS - 7' EDGE/10° FIELD - SEE NAILING SCHEDULE -.;I.a RIDGE STRAPS ARE NOT M REQUIRED WHEN COLLAR TIES OF It-I FOUNDATION 1 -'•11 NOMINAL Ix6 OR 2x4 LUMBER 5/8" ANCHOR BOLTS 036" O.C. -11 ARE LOCATED IN THE UPPER Cf p N FLOOR SHEATHING THIRD OF THE ATTIC SPACE AND 1 WOOD STRUCTURAL PANELS MIN. 7" EMBEDMENT - _ " ATTACHED TO RAFTERS USING • S)IOd NAILS EACH END 10 I°OR LESS 3d 10d 6°EDGE/1" FIELD w/3"x3"xl/4" PLATE'WASHER II GREATER THAN I° IOd I6d b°EDGE/6°FIELD / SILL TO PLATE Lu/ S�EATNING 7 NARROW WALL BRACING n RIDGE BAND STRAP N z m /YJ� SCALE•-N SCALE:N.T.S. V SCALES N.T.S. -)NE: OVERLAY DISTRICT. RF-1 (RPOD) I (min.) 87,120 SF FLOOD ZONE: DIRECTIONS: AP — Aquifer Protection District . tage (min) 20' A11 (EL11) & B From Hyannis — Take Route 28 into Osterville. At the h (min) 125' racks: Community Panel No: lights by White Men Pantry, take a left onto Osterville -on 30' Community #250001 Pan D West Barnstable Road and follow to the. end; Take a Jul 2; 1992 left onto Main' Street; . Take a right onto Parker Road; oe- de 15 y " At the stop sign take a right onto West Bay Road; ear 15' Take left onto Eel River Road, Property is on the ' righ t,i 449. / r p3 S5 1 36 40"W MCCOY, IANET � &NCLEARY, TRACY M, TRS 3 7. 00' Roof Runoff —� Drainage Pit ; :� _. T I ac, �' 2 3:4' awn I l/ L \ Proposed All, / j I % rlvL` i 1 it Proposed / down Addition I — ��• Pro osed Relocated I „ P \ o / 2 Sty WIF ) ) r I S.F. Dwelling T.C.F 15.0 'J 1 Sty W/F fall, 1 ' i i / i x I Lawn �. Garage To Be Removed --- � , � ,o Proposed — — 1 — — .` �..�. or Relocated Addition Q rive. \ — -�- - - — i \ Proposedf I ' ProposedAdd+tiongr S✓b 7.5' _ Garage 3. 50:0 Proposed oor�ve /' ZONE: ,o- OVERLAY DISTRICT: n z RF-1 (RPOD) ' 4 L°! .�� a'/, Area (min.) 87,120 SF FLOOD ZONE:. DIRECTIONS: AP - Aquifer Protection District. Frontage (min) 20' A11 (EL11) & B From Hyannis - Take Route 28 into Osterville. At the: Width (min) 125 r lights.b White Hen Pantry take a left onto Osterville F Setbacks: Community Panel No. 9 Y Y Front 30' # West Barnstable Road and follow to the end; Take a. / 250001 0016 D W Pond Side 1.5' July 2. 199 left onto Main Street; Take a right onto Parker Road; �Q At.the stop sin take a`ri right onto West Boy'Road; 0 s ao t ear 15' T f I on Eel River Road, Property is on. the t e o• Take IIYn 1 e le / 9. MCCOY, JANE/' CLEARY, TRACY& M, TRS ' S51 36,40 W 37 00' Roof Runoff Drainage Pit i_ !\ 23,4' Lawn (_ �I ti - Existing Dweling Proposed .:-, m• ' •I. To Be Relocated. iv� V '� �J' .•!� Locat►on Map. ___ - ---`-- - ------ -- ------- - 2,000t j) Lown Prop sed Scale: 1 _ / Add lion ASSESSORS REF.: I Proposed Relocated \ I l -1 Map 114 Parcel 20 0 2 Sty w/F - _ _ Existing Septic _ J , 1 ) S.F. Dwelling � �— PermitL 2008-013 _ T..C.F 15.0' - \ , fuL / Lawn 1 Sa ageF Proposed I To Be Removed Addition -._._i�`- ' - ocated II IS �NCYI _ / Or elm fn ` '! FFE 14.67 - `ca ea a_ P.IL ' " i Proposed Drive f Garage t \ '36.6' i Sibb 7.5' L° \ i ;dV ` 1 1Lj-j AIL??A OF/i�y I c 100.0';' ' \ ,` P �Ll ��5 JQ C C. / a pr Dros 1 ed t �yl\ VI 1 d IL V }� 9 1 i� IL " p Note: ` / \ _ Only. �', �', __ PI an is for Permitting y: r '/ - J Mitigation Planting \- _ CONSTRUCTION 1 - in ca ansetlan NOT FOR m toff ~ is e :- with nrotio wit n co -3'57.00'.. N11r CANNISTRARO, JOHN C & RITA A TRS Velocity Dispersion LB Blast Stone. �. Typ. Both Sides of Driveway PREPARED BY: C - - PREPARED FOR: NOTES: - 11TLE Site Plan Inc. McCoy, Richard P TR 1.) Tile property line,available recur shown was Proposed Improvements Sullivan Engineering, I compiled from available record information, CD s. d PO Box 659 2 Commonwelath Ave. 2.) The topographic information was obtained ^* A At Osterville, MA 02655 Boston,. MA 0211 V from an on the ground survey performed on �•(•�� Eel River Road (508)428-3344 (508)426-9617 fax - or-between-ldedited on 07 cPL 107. /99, and field edited on 07/FEB/07, o Barnstable, (Osterville). Mass; 80 3.) The datum used is NGVD '29, o fixed mean v Draft: CTR Field: BK/CTR/JOD zD��' �_ 0 10 20 � sea level datum. DATE SCALE: Review:. JOD Comp/Draft: CTR 1"=20' June 13, 2013 Proi• 9 oc1m1 Drawing # Procosed Improvments -t, -- 4: as � � N -• P �i p I �; 0 Pgiad :. arts# :� ••� j'�, �s se j�� la / 5 VCUSOf TO to 9 T°lift Cb q�# t At • , /�. ' .�� �. y. ,i' PASIMP ---�'/ \ \ _ p. •o U''� t, �+ r 1, r 'wry • f � ' I - � -'j',�AIC1?. •;�� \ / ,� � •, �-,� r,�; y# ' lr��'S'�`�va'c,,y,o f�9.���L�"��,��.��"3,����4��` ?�a ht`I,.� • I / I. / � � \. 'Yk/C' / ••.. ,,.. 7 � .\ �e „ .x. t K.,,.,. ..a^lms.. ,.r;,"t'°+.,:'Y�,` i..'tu v,uw. i& {�aG`�P.,. • j 1 //� // �� r ^\� �`'�., 14"_ �a MIN. • f `'Z' h LOCUS PLAN P 4ISA P �. • 1 l f �� p cHAtv�$eR \ 1\ • f 10' . TH•-� Scale: I"= 2000 o a•►►N Existing � •''�'�z�CnN Garage lk Assessors-Map 114 ` NECr T•o EXIST. �� t�'. 1 . c'�e'�, (III C C HouS E Ssw6t2sCi Y3 `� n�i `� a� i _ 1 ywo�� Zoning RF Parcel 20 •: I ' `� 1 W o a , r 4 Q �\ / 1 ��4 Setbacks •• , 1 It so i -w T°_ °f c v\ h ,ay e _ / //� --i3 F Front 30 ' Side 8, Rear: i5 • I �x oQ --__yy / Groundwater Oveto District: of / (Z) rsT e-rr / \. y • I I ` rownBonk �►_- <o���,qok o \ Q y� "``` 1 AP End • / / ' ( / / I f State Bank ` t ti a, m PLAIN VIEW DESIGN DATA o„ T r+._, ��• ►5.5 Single Family,-4 Bedrooms Scales I"=30' No Garbage Grinder o ►-OAI rt Garage-I Bedroom r No Kitchen DARK CGRA'JIS►►SRN.LOAMY Daily Flow=5 x 110=5509pd ►Q,, �E SANp ioYR ti/2- SeptiUse a OOk:550 Go 0 nSeptic OTank IIOOgpd VariancesRognested PARK Yc: obsm 10 See Note No.8 Variance to;Code of the Town of Barnstable LOAMY SAt�►D ►a Yrz 4/� LEACHING AREA Chapter 360 On-Site Sewage Disposal Systems =L.►SH BRN tYtEV. _ C SAND 2.SY l0/4 Pump Power a Float Control 550 gpd/0.74=744 s.f:Required Article 1 Section 360-1 Location to water bodies Cables installed in Accordance Precast Pump Sidewall: 2(12.831.421)2=219 s.f. Required;100 feet from a State defined coastal bank CL.A.SS s_ MATE Si►A4 With Local Bldg.&Elec.Codes Chamber Bottom Areas 12.83.x 42=538 s.f. Requested;25 feet to the septic tank and pump chamber and 51 feet to the leach field r40 G OUlt-Apwt�'t-�-►� pip ea 75Ts.f.Totai Provided LEACHING CHAMBER DESIGN 2 -,►s,3 Finished Grade �, Reason for granting variances .� All Piping to be Schedule:40 PVC.Use 4 This a non seaward facing coastal bank which only contains the 100 year flood. o t•oAM v Compacted.FN 1 1/2"O Gaiv.Pipe For r 7N 2"0 Sch.40 PVC to -500 Gai ton Leaching Chambers in a The surrounding coastal banks are stable and in a presently developed area. G1' - 1 t / 0-Box 12.83 x 42 Washed Stone Field as Shown t)Ar2K .YML. tsm Bart 'as M Filter Fabric a _ Float Supp^r 1 The m is deli in accordance with all applicable re ,1 CS LOl+.MY SAND toYR Lq/& 'uj - 4"O Sch.40 PVC - on systems aPP regulations pot and 8S such C S•r. 11MI'►su csRH nnat7. o = 2�;1/8�=1/2�1 From SepticTank 1\ NOTES of the g blic health,safety,and theenvironmentility maximize protection ANQ z..8 Y G/�{ . o Leaching Pea Stone „ 24 0 Opening Above t 20 cL�. 5 9 MA'i'8-R►A4. m N Chamber 3/4��-I I/211 10'-0 For M.H.Frome 8 I.Water Supply F"This Lot Is Municipal Water . 1 nn,/. Q Cover No C M0UNDwA-rr_R 4•-1 ' °"� Double Washed A, a� 2 Location Of Utilities Shown on This Plan Are Approx. PW-tzc. We ►t,848 Stone At Least T2 Hours Prior to Any Excavation ForThis on.r° AIJ G•a.A,"a.ao-t 12'-1011 Protect The Contract"Sholl Make The Required t_ESSYNAn►2.2.N►tK//►NGt► PLAN Notification to Dig Safe(1-868-344-7233) BY' s•a'naP,. :►.i-. 3.The Contractor is Required to Secure Appro riate SU„-'-"'°'N s:N°'`N�eck'NG ►N`'- CROSS SECTION OF CHAMBER Permits From Town Agencies ForConstruct�on w► Ess': p,M10'rzANo� v O.S. Not to Scale Defined byThis Plan. • • 41 Install Risers as Required to Within 6"off Finished Grade. 5.All Structures Buried More Than Three.(3)Feet orSubject �Q .ETER E� 4"0 Sch 40 PVC Finished to Vehicular Traffic tobe H-20 Loading. o SUta.IVAN From SepticTank Grade 8. Septic System to be Installed In Accordance With " CIVI N 310 CMR 15.00 Latest Revision And The Town of Pip.29733 Barnstable Board of Health Regulations ConduitThru Chamber Galy. " Cover T. All Piping lobe Sch.40 PVC. A�© G/STER�� Chain •• - Emer n Storage a Cables PowerB►Float ., pt. , °s 'R,,t r..�4 Emergency 9 B.SepticTank.Tank Shall be a 2000 Gal. 2 Compartments. See Note 10 Volume 550 Gol. ": 2 0 Sch.40 PVC The First Comportment Shal I Have a Volume of Not Inv.10.55 Connect to Exi;ring See Note 4 Vent Alarm on-El. to D-Box Less Than.1.100 Gal.And The Second of Not Less ' � • House Sewers (Typ.) F f le .G.15.5 Pump on EI.8.63 Mercury Float Weep Hole-1/8"0 Than 550 Gal. The ComR,artmenis Shall be Switchs 3 Req'd Interconnected by a Min.4 0 Vented Inverted U-Shaped , 12 5 9.Depth of InPipe With let Teeas BelowFlow Lines 10 Min. SITE PLAN Top El.13.5 Pumpoff E1.7.55 � Check Valve ' Bo. I Secure Pipeot Top tk Gate Valve IO.Install onEfflueni Tee Filter. l�O 1500Gaiton 12.87 '12•T Bottom of Chamber Pump d Bottom Elev.6.55 SEPTIC SYSTEM UPGRADE 5. p s��Washed RICHARD MCCOY At P.Bot.T.H.-2 El.5.3 •.�� �StoneMin. 449 EEL RIVER ROAD . .. 2 Compartment 2000 Bedding as No Groundwater Gallon Septic Tank. - Per Title 5 SECTION OSTERVILLE , MASS. DEVELOPED PROFILE .OF PROPOSED SEPTIC SYSTEM (15000ALLON) 1/2 H P Pump by Meyers SCALE: AS SHOWN DATE* SEPT. 7,2007 F/7�� orApproved Equal. SULLIVAN ENGINEERING INC. Not to scale NUM scale AMBER DETAIL ©STERVILLE ,MASS. AOP!~G 6.o.H. t 4/l?+/07 Hi'3AFZlNG REa!►510N. 1 cl/08 COMMtgrlT9 T f IWL'i t • % tol Bat+ IOCU a "` f TOP �T �► �. ,• r• i •I �7 • r; < PAVOLO • J / �f' I �' � t?RtvsWAY \ 43!b • � s L4w1a \. .�` lot yZ,a hN, LOCUS PLAN • r••• ' I' +t ,I I�)1( 3a e nof. >ious�a _ Scale: I =2000 1 o , Existing, N Assessors Map 11 4 � :c Nsc-tr mc,sz: Garage 'A Parcel 2 0 snwIMS Zoning RF-i Setbacks: • i 1 I x #U: �. � .is Front: 30' °f '�ph� �..��/ `�� Side Rear: 15� oa tn•�w / Groundwater Oveloy District • ` I ` Towngonk 1_.— 12io., ftgcFf \ Q% 000l • / ` f // I End Bonkf StateZft 1 I �► • 1 PLAN VIEW Qu T.H.-1 EL. t5.'S Scaled°=30' DARK GRAy151.1 BRN.LOAMY 10' SAND 10YR N/t:. DARK Yi•L•1S►41bR4 8 \..OAM-4 SAND 10Y11i 4/G 2.3 t•.'r.YELL514 BRyy C sAttt> a.sY lo/Li oump Power aFloat Control Precast Pump Vie, CLAS5 §--MA-rERLAL. a Metalled to ACconbace Chamber With Local Bidg.A Elec.Codes• 1,40 &Sk0U"10WA'rF_M DESIGN DATA 'rM.-�. -_tS.3 Finished Grade � - Singte Family-4 Bedrooms ��� o LOJ►.M p Compacted F_I1 " i `� 2"0 Sch.40 PVC-to NoGorDage Grinder i!2 OGahr.PipeFor ! D•Box Garage-i Bedroom pAtxtc yw_1=1SIA BRN o1 p Filter Fabrie ' a Float Support-, [ No Kitchen LOAM-4 SAND 10 VIA Hw 4"0 Sch.40 PVC t ! Doily Flow=5 x 110=550gpd C t_r' %IQC%S14 t3RN mmP C 0 2;1/8!-Ile, From SepticTank \, Septic Tank=550gpd x 200%oz 1100gpd So wD �.Is y [./+{ 1 =O Leaching Pea Stone 24��0 Opening Above Use o 1500 Gollob SepticTank 12Ci .1 Chamber „ For M.H.Fro& cv.•ss A.MA•t'w.f let- 3/4,�-11/2 o Cover LEACHING AREA tlo ' d, Double Washed E:S �ti;, PlMe. W e %t, •ts - Stone 550 gpd/0.74=744s.t:Required DA-ra: P.0 0"�t.a,2oo-r 12�-10�� BottomSidewalArea:12.83.x 4:e 5381s.f.•f i Dt�•1'H s �12. PLAN 757sf.Totai Provided .LE55'7•HAN 2 MIN./INGH • �Ly�L_LVArL >3NG1�YtGl1RiNC>r LNG,.. CROSS SLCTION OF CHAMBER LEACHING CHAMBER DESIGN Wrrt4F5s.•, tX M10. 9g14O5,r.0.5. Not to Scale Piping All Pi in to be SChedolie 40PVC.Use 4 or MAS -500 Gal Ion Leaching Chambers In o � �� Sq�yG� 12.83 x 42 Washed Stone Field as Shown 4O Sch.40PVC Finished w SUS VAN N From SepticTank Grade a CIViI. u NOTES tyo•29733 C See Note 9 :: ..:': •r 2 Co7lnect to Exi;ling See Nate 4 VentChamber— � . 2,Min. 1. Water Supply ForThis Lot is Municipal Water. onduit Thru Chamber-- Chcin Cover 2 Location of Utilities Shown on This Plan Are Approx. FSSI A� House Sewers (Typ) �rbes Float F•G.15.5 Emergency Storage :. e. „ At Least 72 Hours Prior to An Excavation eFFor is 12.5 Top El.f3.5 Volume 550 Gal. ` 2 0 Sch.40 PVCNA nfeicatioen Contractor °D G SAS Shall 3h44-7233� Alarm on.E'I.9.13 to 0-Box �� 1 .0 1500Goilon IP-87 12.7 a B Pump on El.8.63 Mercury Float Weep Hole- 0 3 The Contractor is Required to Secure Appropriate _ Switchs 3 Re 'd Permits From Town Agencies For Construction 1500Gd1lon Pump q Defined byThis Plan. SITE PLAN SepticTank Chamber 5'2 Pumpoff E1.7.55 CheckVolve 41'nstall Risers as Required to Within 6"of Finished Bot.YH.-2 EI.5.3 SecurePipeatTopti Gate Valve Grade. SEPTIC SYSTEM UPGRADE Bedding as No Groundwater Bottom of Chamber 5 All StructuresBurled MoreThonThree(3)Feel or- Par IC H AR D MC COY Per Title 5 Bottom Elev.6.55 g 6"Washed Subjedt toVehiculgrTrafficistobe H-20 treading. 44.9 EEL RIVER ROAD DEVELOPED PROFILE.OF PROPOSED SEPTIC SYSTEM "� � I F Stone Min. 6.Septic System to be Installed InAccmdom With Not to Scale AIM 310 CMR 15.00 Latest Revision And The Town of OSTE RV I LL E , MASS. SECTION Barnstable Board of Health Regulations. SCALE:AS SHOWN DATE: SEPT. 7,2007 (I500GALLON) 1/2 HPPumpby Meyers Z All Piping tobe Sch.40 PVC.. PUMP CHAMBER DETAIL orApproved Equal. e.Depth of Inlet Tee Below FiowLine:10"Min. SULLIVAN ENGINEERING INC. Not to Scale '. 9 Installan£ffluentTeeFilter. OSTERVILLE ,MASS.