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HomeMy WebLinkAbout0007 GREAT HILL DRIVE '�F n�j; � Q�bi� � i f t•i " ! � yll�� '' ,!~i4�y ifY' �d�r r j41�. : ,. � : Y-. .�� ,3.'. i, z. ,i�,.. �x 1;`:' Aii� 1 'u:�'f o.4�.., _�+... ,. 61 � '. .rY 11kjr IS... A6,. iti f•4),t 1Y�..(FRYk......�I[x37,-.at..:afYkt7.,A:...!`l�.`.s:.j.r1'.:A.j'A�r.i..1��.:4CdY., �'t�}�.�11..� 1a fWj.....[,5..�:..F- i • ) i �i � i �._ 4►a �rr.:^�..fir , . ,aj�rrst� .ak. ,� us . - ..t. , �,.. 'x.r,).., [{ � ��1;,p ... 7t iY .' � ���+�. �6•Kp � ��T ��' t i @i�l �� r�;• all _ t . u P e b , o , v e y u 1 0 6 5 n <. g o s , v ` , s 0 a . . a m, 4 i v v o _ o - o _ a +$ a � � o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapParcel. :,-.Application # I Health Division Date Issued 2 (A l­0 Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH —Preservation/ Hyannis Project Street Address _� r-e1 - ��►) �� ��Pi 1 i I Village V 11�Z Owner 1 AIr Address Telephone�'S 12S 7 3 1,�_ - // I Permit Request 164's 9Wrn ov�ec C; r ca- i e ro r' �'rle O'L Square feet: 1st floor: existing 900 proposed 2nd floor: existing proposed 500 Total new 500 Zoning District Flood Plain Groundwater Overlay m Project Valuation Q o0o. ' Construction Type nl?AO 4 '' Lot Size I to a r" Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family :Ga' Two Family ❑ Multi-Family (# units) j3 Hi Age of Existing Structure Historic House: ❑ Cif No On Old Kin 's hwaYes g g y:c'b Yes O40 Basement Type: ❑ Full 2<rawl ❑Walkout ❑ Other `' Basement Finished Area(sq.ft.) D Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing -new Total Room Count (not including baths): existing `� new I First Floor Room Count o Heat Type and Fuel: U Gas ❑Oil ❑ Electric ❑ Other Central Air: 21 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑Jexisting 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Q existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l�1 No If yes, site plan review# Current Use Proposed Use T APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ' -7? A Address - -, I License# Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILLBE TAKEN TO SIGNATURE DATE IO L FOR OFFICIAL USE ONLY �M XPP6CATION# DATE ISSUED MAPJ PARCEL NO., r ADDRESS VILLAGE ' ` OWNER ti DATE OF INSPECTION: FOUNDATION; k , S I' FRAME INSULATION FIREPLACE . ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL }•GAS. ^' ` ROUGH r € . " FINAL f FINAL BUILDING!t^: : DATE CLOSED OUT ASSOCIATION PLAN NO. n TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i73 Parcerip5 "Application # /c j Health'Division l�G ` 1 Date Issued C� Conservation Division �CG-0 V 513-L/ 9 Application Fee Planning Dept. �n.�r,/w�®&AC O��v�" �'r�/� �L/ Permit Fee Date Definitive Plan Approved by Planning Board �� ' Historic - OKH Preservation/ Hyannis' Project Strr pet Address -7 Village (_j�a P_r1111 Owner �s� r.�^i�4 ��i¢/Jl/l1�/ Address LJ/ 5cca6L zewe Telephone __ � /� ! / Permit Request Alf.*) ��T�l�G� �� ✓c.`irr� U��`�G` �T�/,`¢ Se��c Square feet: 1st floor: existing proposed 94 2nd floor: existing proposed Yd O Total new /f6O Zoning District Flood Plain_ZaKz L Groundwater Overlay Project Valuation 2 D®,®bd.0OConstruction Type_ / Lot Size f l atfeY Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family C' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: 2'951I ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new i Number of Bedrooms: / existing Znew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas 0'0il ❑ Electric ❑ Other Central Air: ®'Yes ❑ No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exi§ting ❑;,.now e_ Attached garage: ❑ existing Zlnew size _Shed: ❑ existing ❑ new size — Other: i`qlCO Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ w C mmercial ❑Yes Wr No If yes, site plan review# Trent Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �i'll Telephone Number 7 Address .' 0 License# r Ol Home Improvement Contractor# Worker's Compensation # � 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED M P/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 7 t�10 k � o FRAME SMt£ 6 (o VIC/10 INSULATION o�?-1r114 FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING CD J17AILI0 5- r r DATE CLOSED OUT ASSOCIATION PLAN NO. 4J J yXj T I J The Comrrion}vearth ofMassachrusetts Department oflndustrialrlccidents UWOffice oflnvestigations 600 Washington Street Boston,JIM 02111' wivmmass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Colitractors/Electricians/Plumbers A licantlnformation - Please Print Le ibl NaMc (Business/Orgmization/l.ndividual): , • •Address: - City/State/Zip: Phone.#: 7 Are you an employer? Check the appropriate box: :'Type of project(required):. 1;❑ I am a employer with 4• ❑ I am a general comtraotor and I *• have hired the sub-contractors 6. ❑New construction;prnplbyaes(full apd/orport-time). 7, Remode ' 2: I am a'sole proprietor or partner- listed on the'attached sheet ❑' ship and have no employees These sub-contractors have g, 0 Demolition: employees and have workers' vrorldng for me in any capacity. t, 9. ❑Building addition [No workers' comp,insurance comp,insurance. 5. ❑ We are a corporation and its 10,❑•Electrical repairs or additions required.] '3.❑ I am a homeowner doing ell-work . officers have exercised their 11.❑Plumbing repairs or additions ' myself,[No workers' comp. right of exemption per MGL 12,[]Roof repairs insurancb.required.]t c, 152,'§1(4), and we have no 1311 Other employees, [No workers' comp.insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policyirifom ation. t Homeowoers,who'subrnit ills affidavit indicating they are doing all work and then hire oukside contractors mutt submit anew affidavit indicating such, tCont metors that check this box mutt attached en additional sheet showing the name of the;ub-contractors and state whether ornat those entities have employees. rf the sub-contractors have employees,theymnist prMdb their workers'comp.polidy number. X am an employer that is prov Idfn.g workers'compensation insurance for my employees. Below fs the policy and job site' Information. , Insurance Company NsSne: ho.4 1) Policy#or Self-ins..Lic,#: � � Expiration Date: Sob Site Address: �� t,`/ '✓�f(/lam• City/State/Zip: ��PlW Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure,coverage a&required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to $1,500.00 and/or one-year imprisonrnen� as Well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against th4 violator,•Be advised that a copy of this.statement maybe forwarded to the-Office of' _A Investi 'tions of the b1A fo insur oe cover- e-verification, I dv hereby ce;L1 y V- 6 enalties of perjury that the information provided above is true and correct. Si ature: Date: /7 Phone# " - Official use only. Do not write in this area, to be completed by,clay or town official. City. or Town: ' Yermit/Llcense ff Issuing Authority(circle one): 1.Board of Health 2,Building Department 3, City/Town CIerk 4,Electrical Inspector 5,Plumbing Inspector 6. 0ther Phone#: Contact Person: __ Nlassach"setis- IAelmrtment of Ptiblic safet% Board cr4::But1€las f u9atit►ris and Standards j Construct Supervi:or License License: CS 101696 — Restricted to: 00 j TIMOTHY JOHNSON 816 OLD STRAWBERRY HILL R. CENTERVILLE, MA 02632 n Expiration: 8/23/2012 ('ummissioner Tr#: 101696 T�0 S7�a/�a�✓ aaea�ucaeka . Board of.Building Re&atio s and Standards i„ • i HOME IMPROVEMENT CONTRACTOR Registrt*: 159982 Exp�irafion 6/13/2010 Tr►F 269633 • � .T3 k e bBf1.. va , TIMOTHY P'JOH JSO.GO,N�%TRf1CTION TIMOTHY JOHN 1' k . 816 OLD STRAWBERRY aIw9RVILLE MA 02632 Administrator . I .. t Affidavit of Substantial Financial Interest rr� /Z I; ��t of �r� , on oath depose aVd state as follows: 1. I am an applicant for a building permit for the property to ated at Map IQ , Parcel % The address of the property is :7 2. 1 have 7) % legal or equitable interest in the real property which is the i-isubject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is 3 17 b .the following individuals or entities have had a 1% or greater legal or equita le interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is /7 'Q , I have had a 1% or greater'legal or equitable interest in the following prope ies hich have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted building permit applications for property in which I have a 1%or greater legal or equitable interest. 7. Within this month, I have submitted ' d building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, this - day of lmet4 , 20�O 2001-0050/affin 1 �oFTHE r Town of Barnstable 0 Regulatory Services EARNSTAaLE + hLAM $ Thomas F.Geiler,Director Alfo�,�a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us' Office: 508-862-4038 Fax: 508-790-6230 Property ProP e Owner Must Complete and Sign This Section If Using.A Builder as Owrier of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. 1,2r(1/C, (Address of Job) .7 17 1U sie ature er ate 9ayl G UZ leMM4 e Print Name If Property Owner'is applying for permit please complete. the Homeowners License Exemption Form on the reverse side. n.onor„rc-nun,icucFR�:nrccinN • • 4 of SHe ram, Town of Barnstable Regulatory Services o N t BARNSTABLA Thomas F.Geiler,Director M.t95 qqo 1639. a��� BuiIding Division TED � Tom Perry,Building Commissioner 200 Main Street, Hyannis,M.4 02601 viivwAown.barnstable.ma.us - Office: 508-862-4038 Fax: 508=790-6230 HOl%1EOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER!': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to- be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Departrnent minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Gode states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure'that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by. several towns. You may care t amend and adopt such a form/certification for use in your community. (1'fnrme•hnm����mnt I Bk 16361 P929 I13417 i�2-06-2C�03 a 03:22P QUITCLAIM DEED N We, MELVIN K- REED and VIRGINIA M. REED, TRUSTEES OF THE REED REAL ESTATE TRUST, under a Declaration of Trust dated November 23, 1999 and recorded on c December 7, 1999 at the Barnstable County Registry of Deeds in Book 12709,Page 24, of 159 Donegal Circle,Barnstable(Centerville),Barnstable County,Massachusetts 02632 for consideration of ONE HUNDRED TEN THOUSAND AND 001160 ($110,000.00) DOLLARS paid, grant to PATRICIA S..HAMMEL,of 181 Scudder Lane,Barnstable(Barnstable),Barnstable County, Massachusetts02630 with QUITCLAIM COVENANTS, the land in Barnstable (Centerville), Barnstable County, P4 Massachusetts,more particularly described as follows: ,-a $4 LOT 1 as shown on a plan of land in Centerville, Barnstable, Massachusetts for Greenbrier Development Corp.,drawn by JDD and checked by RGE,dated March 21, 1984 and revised May 11, 1984 and May 22, 1984,Scale 1"=40',Eldredge Engineering Co.,Inc.,Reg.Civil Engineers U &Surveyors,712 Main Street,Hyannis,Mass.,said plan being known as Oak Brook Farms and a� recorded in the Barnstable County Registry of Deeds in Plan Book 383,Pages 39-41. Sk 16361 P929 013417 02-06-2003 a1 03222P QUITCLAIM DEED We,MELVIN K. REED and VIRGINIA M. REED, TRUSTEES OF THE REED REAL Cn ESTATE TRUST12,udder a Declaration of Trust dated November 23, 1999 and recorded on N o December 7, 1999 sat the Barnstable County Registry of Deeds in Book 12709,Page 24,of 159 Donegal Circle,Bitable(Centerville),Barnstable County,Massachusetts 02632 for consideration -of ONE HUNDRED TEN THOUSAND AND 00/160 ($110,000.00) a DOLLARS paid„giant to A PATRICIA SHAAMEL,of 181 Scudder Lane,Barnstable(Barnstable),Barnstable County, t: Massachusetts 02',O0 with QUITCLAIKW4 COVENANTS; the land in Barnstable (Centerville), Barnstable County, P Massachusetts,nwce particularly described as follows: r4 14 LOT 1 as shown:cpa a plan of land in Centerville, Barnstable, Massachusetts for Greenbrier Development Corp.,drawn by JDD and checked by RGE,dated March 21, 1984 and revised May v 11, 1984 and May 222, 1984,Scale 1"=40',Eldredge Engineering Co.,Inc.,Reg.Civil Engineers v &Surveyors,712:Main Street,Hyannis,Mass.,said plan being known as Oak Brook Farms and a� recorded in the B,;=stable County Registry of Deeds in Plan Book 383,Pages 39-41. Bk 16361 P93O 413417 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. Febnmry (/;;1 12003 Then personally appeared the above-named Melvin K.Reed and Virginia M.Reed,Trustees as aforesaid and acknowledged the foregoing instrument to be their free act and deed,before me ' Notary Public /'��,.j< /� �� Oc- rCd• My commission expires: /jar' ! �,0� 7 N o lZ 0 �A* i� D rr'n i o ems» 9 i a W `a � +% �-' ", t' N 1 UMUzi 1 J Q cn a i x rA NC i C-3 � rA Bk 16361 P93O 4013417 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. Februwy�,2003 Then personally appeared the above-named Melvin K.Reed and Virginia M.Reed,Trustees as aforesaid and acknowledged the foregoing instrument to be their free act and deed,before me My commission expires: ] Notary Public i`l�.:1< /I j o o. re*.r. o � $ i i 0 M =1= m i a M 3> i a W . CwJ1 � tpT 1 M C'-q --4 iA . t X fr Nr, O .N M I !�r'7 rt=i7 C 1 « 7-5 NGM INSURANCE COMPANY INSURED 55 West Street, Keene, N H 03431 Telephone: 1-888-646-7736 CONTRACTORS POLICY DECLARATIONS Named Insured and Mailing Address TIMOTHY P JOHNSON Policy Number: MPT7064K CONSTRUCTION Account Number: CACT7064K APTt#1A 816 OLD STRAWBERRY HILL CENTERVILLE, MA 02632 Agent: BRYDEN & SULLIVAN INS 'AGCY INC Producer Code: 200048 AGENT PHONE 508 775 0476 POLICYHOLDER INFORMATION Named Insureds Business: CARPENTRY DWELLING Entity: INDIVIDUAL Policy Term: . 12 Effective: 11/10/09 (12:01 A.M. Standard Time at the address Expiration: 11/10/10 of the Named Insured stated above) In return for the payment of the premium and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. See the attached schedules for Description of Premises, Property Coverage, Optional Coverages, Forms and Endorsements applying to this policy and Mortgagee Schedule if applicable. BUSINESSOWNERS LIABILITY COVERAGE LIMITS OF INSURANCE Liability & Medical Expenses - each occurrence $ 300,000 Personal and Advertising Injury Limit S 300,000 Products-Completed Operations Aggregate Limit S 600,000 General Aggregate Limit S 600,000 Fire Legal Liability- any one fire or explosion. S 500, 000 Medical Expense Limit -'per person S 10,000 Business Liability and Medical Expense: Except for Fire Legal.Liability, each paid claim for the above cover- ages reduces the amount of insurance we provide during the applicable.annual period. Please refer to-' section DA. of the Businessowners Liability Coverage Form. For policies subject to premium audit: Annual Audit Applies. Estimated Annual Premium% S 1: :014 TOTAL PREMIUM AND. CHARGES 1 ,d14 -. ;. Countersigned: By. 64-5470(-9/00) 09/15/09 RENEWAL CW � en For Policy Issuance Of!ly Town of Barnstable Geographic Information System T March 22,2010 173081. 173082 µ #49, #46. 173080 C w sT 174001001 #33 -i 173083J _ . � #3_o Q :. 1#is s 173079 i #19 _ : r _ � R W3084 #14 173078 s 173005 #7, 173010 #72 � 173011 �. 173015 • 173007002 #125 173007001 & 173016001 173009 #6 #29 #68 173003002 #1200 17300868 173029 # 173004 #50 #2 i "• 173007003 4 173,016002 #40 173016011 #0 173006 - 0 66 Feet ' #10 O 173016010 173016009 ! i ` #21 #25 DISCLAIMERS:This ma is for planning purposes only.1L 1t is not adequate for legal Map:173 Parcel:078 P P 9 P rP R Q 9 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:HAMMEL,PATRICA S Total Assessed Value:$124000 Selected Parcel _ 1"=100'may not meet established map accuracy standards. The parcel lines on this map w �� E ' are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.00 acres Abutters _' boundaries and do not represent accurate relationships to physical features on the map Location:7 GREAT HILL DRIVE such as building locations. Buffer ` "• ' I , ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site.Addtess: -7 (',,e.J d '",,zc, print V Town: Applicant Phone: Applicant Signature: Date of Application: 3 / 7 o b NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Stab Option 1: Basement Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. �ption 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2 REScheck—Web which can be accessed at htti)://www.energycodes.gov/rescheck/' . ADDT TiIONS OR ALTERATIONS TO EXISTING BUILDINGS.OVER:S YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is <_40% use the chart below. If glazing is > 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM .❑ Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120T) FrtHETp� Town of Barnstable Regulatory Services aAaxsrABM MASS. $, Thomas F.Geiler,Director �plfDMAIA`� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ?J-- — , as Owner of the subject 1 property hereby authorize J4-t 4 --- - 6 to act on my behalf, in all matters relative to work authorized by this building permit application for: � /�// YY �'NvIT!V L,, of Job) Z /v Signature of Owner a Iyf 'I 4L - Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION Town of Barnstable 4�THE Tp�� Regulatory Services + BA 1N ..__1 Thomas F.Geiler, Director MASS. i639. th Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building pemut. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt The Commonwealth of Massachusetts Department of Industrial Accidents t r.4Tw Off ce of Investigations X 600 Washington Street ilE!i� 1 - ,�,w Y/. Boston, MA 02111 r V4 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Ajplicant Information Please Print1eaibly Kane (Business/Organization/individual): I I1 \4(o '.�Y\Jo Adiress: E1 \ C.iti/State/Zip: 5�,Y Phone # -77q �_ ()6� Are 1ou an employer?Check the appropriate box: r13.ROther project(required): I.❑ am a employer,with '4: ❑ I am a general contractor and Iew construction trnployees (full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet. temodeling ship and have no employees These sub-contractors have molition working forme in any capacity, workers' comp, insurance.. ilding addition [No workers' comp. insurance S. ❑ We are a corporation and its nquired.] -, - -officers have exercised their ' ctrical repairs or additions 3.❑ Iam a homeowner doing all work right of exemption per MGL; mbing repairs or additions myself. [No workers' comp., c. 152, §](4), and we have no of repairs insurance required.] t employees. [No workers' er comp, insurance required.] - *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowiers who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name; Policy #or Self-ins.Lic-#:* �� Expiration Dater Job Site Address: (�io4� (tf�l/. �rvt (ea.fyy�� City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy.number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties.of a fine up to $1,500.00 and/or one-year imprisonment, as,weil as civil penalties in the form of a STOP`WORK ORDER and a fine of up to $250.00 a day'against the violator.•Be advised that a copy of this statement may be.forwarded to the Office of Investigations of the DIA for insurance coverage verification. 7 do here y e ;Jy a der the pains and penalties ojperjury that the information provided above is true and correct. Si nature:. r .Date: Phone#: t�► �j 'J a Official use only. Do not write in this area, to be completed by city or town-offccial LOr n: Permit/License# hority(circle one): Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector on: Phone#: i. 1 � Information and Instructions 1lassachusetts General Laws chapter 152 requires,all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, txpress or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,,or the occupant of the dwelling house of another who:employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the"commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance.with,the insurance requirements of this chapter have.been presented to.the contracting.authority Applicants Please fill out the workers',compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or License is being`requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any.given year, need only submit one affidavit indicating current policy information (if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license-.or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said'person is NOT required,to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-977-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass,gov/dia i'a.s iaa4,a tta'- c p arlin nt o Public #a' '1 d atimis and-Standards t tyans aicta y'gupervi:,,w License ` }' 'Licenser CS 101696 Restricted to-..,00 } TIMOTHY JOHNSON' `816 OLD STRAWBERRY HLL R. GENTERVILL E,MA 02632 Expiration. 8/23/2012 ('ueaolsiss6uner,,. . Tr#: 101696: 1zeo�evrnareu�e � ac`iusa Office of Consumer Affairs&Btrsiness Regulation HOME.IMPROVEMENT CONTRACTOR p` Registration 4>159982 Type: Expiration. -`. 3%2,012 DI A } TI HY P JOHNS, N C1ST1lOTION ; f TIMOTHY JOHNQ 180 MEGAN RD. HYANNIS,MA 02601 Undersecretary .. 1 IKE Town of . Barnstable � . Building Department 200 Maid Street BAANSTABLE. # Hyannis, MA 02601 9 ' MASS. �b 163q. , (508) 862-4038 ' RFD MA'i A C rtifitate of Occupanc ey . Application Number: 201001214 CO Number:. .20110062 Parcel:ID: 173078 CO Issue Date: } : 05/03111 Location: 7 GREAT HILL DRIVE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: JOHNSON, TIMOTHY Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: Lau, W/-�alz- 3 Bu ding Department Signature _ Date Signed; " n 1HE TOh:ll; ` BAR , STABLE Bpi Application.Ref: 2M; l I4 • * Bp►Rrrs7nsl.E r rot Issue Date: ft 'tom Pe 9 MASS, ems. �A. i639. ♦ Applicant: JOHNSON,TIMO ffy rFD �a Permit Number: B 20100928 .Proposed Use: DEVELOPABLE LAND Expiration Date: 11/15/10 Location 7 GREAT HILL DRIVE Zoning District RF' Permit Type: NEW SINGLE FAMILY HOME Map Parcel 173078 Permit Fee$ . 1,020.00 Contractor JOHNSON,TIMOTHY Village CENTERVILLE App Fee$ 100.00 License Num k� Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW 2 BEDROOM HOUSE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE: WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Rec6rd: HAMMEL, PATRICA S BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 181'SCUDDER LA INSPECTION HAS BEEN DE. BARNSTABLE,MA 02630 _ Application Entered by: TP Building Permit Issued By: THIS PERNfIT,CONVEY5 NO RIGHT TO.00CUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARIL' R PERMANENTLY. ENCROACHEMENTS,ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST B5APPROVE Y THE JURISDICTION. STREET OR ALLY`GRADES.AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. TH&ISSUANCE OF:THIS.PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1..FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND.VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). l BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS fil,Etr�rst s pL.unsgs.�IG N�a BT,Wu 010 Ao Jc zo 2 2 : r�2 ` +� 2 Gz �� 3 0F'4J 6 ,s- l( 1 Heating Inspection Approvals Engineering Dept A Fir - / l� ',? 2. .1 Board of Health ems.. dS:����• 1 i � r r. 0k . '7113110 AZ REMAINS OF WALL AND RIDGE LINE CONC. ' FOUND. Co - M EOGE ov AL Nil FOUNDATION PLOT PLAN DCE #02-336 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING -PERMIT, NOT FOR ANY OTHER•USE LOCATION 7 GREAT HILL ROAD CENTERVILLE, MA. SCALE 1 = 40' DATE : JULY 2, 201'0 PREPARED FOR: REFERENCE : PARCELS7878& 5 3 PATRICIA.HAM MURPHY DB 163�1 PG 29 � lp ��HOFMAss9c y HEREBY CERTIFY THAT THE STRUCTURE ? DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE , s A. GROUND AS SHOWN HEREON. f� OJALA in 1 No,40980 off soa-362-u4, down cape engineering, inc. CIWL ENGINEERS - �?/�jv--- ----- --------------- --- LAND SURVEYORS 939 Main Street — YARAMOUnaPORT, MASS. DATE REG. LAND SURVEYOR r 71d/ -� - Ce n � �otcG`�a Goy QUERY PROPERTY: QUERY ;END r QUERY PROPERTY /�- � a is PENTAMATION----------------------------------------------------------- 11/09/98 PARCEL ID 173 078 GEO ID 32053 LOT/BLOCK 1 DBA PROPERTY ADDRESS OWNER REED 7 GREAT HILL DRIVE MELVIN K CENTERVILLE 159 DONEGAL CIRCLE CENTERVILLE MA 02632 PHONE DISTRICT CO DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY (NOTES) ZONING DIST/ZOC RF SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? ## BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 43560 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIST (N) EXT / (P) REVIOUS / NO (T) ES / PERMITS / (V) IOLATIONS / (G) EOBASE / (E) XIT Jp5 Uf ( a-/ : q CF SHE Tp� The Town of Barnstable • snxxsrnSt.E _ 9 Mom' �' Department of Health Safety and Environmental Services Argo 59. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 15, 1999 >. . Mr. Walt Silva Today Real Estate 1533 Falmouth Road Centerville MA 02632. RE: 7 Great Hill Drive,Centerville(173/078) Dear Mr. Silva: Based on the information submitted,I am still not convinced that you have one acre of contiguous upland on this lot. Please have a certified plot plan prepared containing this information,and I will reconsider my decision. Sincerely, Ralph Crossen BUILDING COMMISSIONER RC/kl q:comma letters:990514b The Town of Barnstable • ELARMMM NAM Department of Health Safety and Environmental Services 16;9. ,� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner February 8, 1999 Walt Silvia Today Real Estate 1533 Falmouth Road, Route 28 Centerville, MA 02632 RE: Buildability of 7 Great Hill Drive, Centerville (173/078) Dear Mr. Silvia, Thank you for submitting the information including the letter from Stephen Doyle, PLS, to Mr. Reed dated January 11, 1999. This information, however, still leaves questions as to whether the lot has one acre of contiguous upland. The Conservation Commission may be able to assist you in determining whether you have one acre of continuous upland. The other option is to prove that this lot is grandfathered as an undersized lot. This option will entail submission of deeds of the subject lot and all the abutting lots dating back to when the lot became non conforming(RF District changed to one acre zoning in 4/3/74). Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner MD µ o REAL ESTATE An Association of Independent Real Estate Agents February 2, 1999 Ms. Anna Brigham Office of the Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 Dear Ms. Brigham: At your suggestion, I have conferred with Stephan Boyle, the engineer who provided the site plan previously submitted to your office of the lot located at 7 Great Hill Drive in Centerville (B 173, P078, Barnstable County Registry of Deeds), in order to determine the percentage of wetland, if any, on the property. Mr. Boyle provided me with the enclosed copy of his letter to the owner of the property, Melvin K. Reed, and suggested that I confer with the Conservation Commission to ascertain these data. The Conservation Commission referred me to the Town of Barnstable GIS Office who provided me with the enclosed Site Map. Hopefully, the information thus far provided will enable you to issue the "Letter of Buildabilty" requisite to its sale as a house lot. Thank you for your assistance. Sincerel , Walt Silva, Realtor (508) 790-2300 E-Mail: wsilva@todayrealestate.com CC: Melvin K. Reed Tradewinds Plaza 487 Station Avenue 1533 Falmouth Rd.,Route 28 290 Route 130,Unit#1 South Yarmouth, MA 02664 Centerville,MA 02632 Sandwich,MA 02563 (508)398-0600 (508)790-2300 (508)888-8008 Fax(508)398-0684 Fax(508)790-1388 Fax(508)888-8133 www.todayrealestate.com STEM EN J.DOY1,E ANP ASSOCIATES 42 CANrERBURrLANE EAST FALMOUTH. MASSACHUSM5 02536 508/540°2 534 FAx: 508/540-2534 January I1, 1999 NfelVin K. Reed 159 Donegal Circle Centerville, NIA 02632-2 i0j RE: Study plan and Survey-Lot 1 -Great Hill Drive,Centerville Dear Mr. Reed. Pursuant to the site work completed to date at the above referenced locus, Doyle and Associates have concluded the following: 1. The existing ditch at locus seems to carry water only during tlood conditions. This ditch at your site was completely dry on two site visits within the last ondin� thirty��s with the exception of some waterP o m the location labeled -Area-A" on your site plan. Having followed the water course some distance to the north west,no water source was found other than land subject to flooding where poor stone drainage conditions are evident. This system of ditches traversing your property been art of an old bog y � P P rty and beyond may have " P floods stem some existing ditch culverts and earthen dams are evident to the west and north west)moving water from the up gradient areas to the small pond on the east side of oak Street. Although this area(ditch)is a protected wetland resource area,the"Rivers Act' regulations probably do not apply. 2. T he setback requirements firom the existing wetland and from the existing drainage area alon- Great Hill Road will require a variance from the Barnstable Board of Health allowuig a leaching system to be located closer than 150'to wetland as shown on the site plan. �. A soils evaluation and perc test must be•completed in the area of the proposed S.A.S. to facilitate final system design.. [ would strongly recommend that you visit the Barnstable Health Agent and the Barnstable Conservation Adnniistrator with your site plan and discuss the issues outli further. ned above before proceeding Sincerely, Stephen J. Doyle PLS SD/rd STEPHEN J.DOYLE AND ASSOCIATES 42 CANTERBURY LANE EAST FALMOUTH. MA5SACHUSEns 02536 508I540=2534 FAx: 508/540-2534 January 11, 1999 NfelVin K. Reed 159 Donegal Circle Centerville, ?IA 026352-2703 RE: Study plan and Survey-Lot 1 -Great Hill Drive,Centerville Dear Mr. Reed, Pursuant to the site work completed to date at the above referenced locus, Doyle and Associates have concluded the following: I. The existing ditch at locus seems to carry water only during flood conditions. This ditch at your site was completely dry on two site visits within the last thirty days with the exception of some water ponding in the location labeled`Area-A" on your site plan. Having followed the water course some distance to the north west,no water source was found other than land subject to flooding where poor storm drainage conditions are evident:.This system of ditches traversing your property and beyond may have been part of an old bog flood system(some existing ditch culverts and earthen dams are evident to the west and north west)moving water from the up gradient areas to the small pond on the east side of oak Street. Although this area(ditch)is a protected wetland resource area, the`'Rivers Act"regulations probably do not apply. 2. The setback requirements from the existing wetland and from the existing drainage area along Great Hill Road will require a variance from the Barnstable Board of Health allowing a leaching system to be located closer than 150'to wetland as shown on the site plan. 3. A soils evaluation and perc test must be completed in the area of the proposed S.A.S. to facilitate final system design. I would strongly recommend that you visit the Barnstable Health Agent and the Barnstable Conservation Admuvstrator with your site plan and discuss the issues outlined above before proceeding further. r Sincerely, Stephen J. Doyle PLS SD/rd ti MAP 173 MAP 173 - / 9°1 2 STANDARD LEGEND 601E COURSE FAIRWAY i86.4 I •✓ ° DEaDUOUS TREK C EDGE OF BRUSH _ CJ ORCHARD OR NURSERY O ;y CONIFEROUS TREK MARSH AREA ,�. EDGE OF WATER \/ 7° -- -----/�- - - DRlT ROAD {�1.-----DRIVEWAYS MAP 173 -- tT —PARgN AUOT YS 7 PAVED ROAD 19 n ='rc• DITCHES ,A•-- :s�- PATH/TPA E PROPERTY UNK P� UMBER 0 —HOUSE NUMBER °1 ^-- 2I=CONTOUR UNE •+. 10 TAT OONTOUR LINE MAP 173 X. SPOT ETEVATION 7 8i STONE WALL #1"7 1\\` —� FENCE \/ I 64.5 //61` RETAINING WALL 7 3. / _ \/ `. Q RMEONE JETTY(S -------- �\� / `\ \ 3°2 STONE JETTY SWIMMING POOL 8 _` - PDRa/DEER MAP 17 — - v° BUILDINGS/STRUCTURES 2° - \ - M ASSKSORSMAP BOUNDARY /\ \\ 6 VALVE o Aullm P 173 MAP 1 30 POST PU ° \. \ o SIGN p" FIAWOU \ SIGN ® gunk" 6 4° s / \ 0 I01f n TONER #� /+ o o usxr o EUOB®I MAP 17 Pi SITE MAP J T.O.B.GEOGRAPHIC INFORMATION SYSTEMS UNIT \ 68. /\6 _ # SCALE:in feet 3 / o so 100 1 INCH= 100 FEET \ N � 1 - 2 ATER ELEV°= WATER ELEV. 54°13 54°1 : 10E:E®•dpn�� 1 NOTE THE PAROiL UNESARE 0NLr,'RAPN11 FEPRESEMATWNSOF P 173� 16 PROPEq/RO IMOAR THEY ARE NO"oRTRUE I1IMAI mA8&94 7— v�TumMo�MmoaEmmR M mY,PMmuIarM ,TmaMMru,•�em.nNMt,LRMaIa,ePm®tEONtws �� FN,+NmC,NNOMUWur_Ear.euRNwTRN r-,ar. #40 JC/n/:A.7 NN801pR6®FtaR,•_,ar®FIDINE�SRYS,W/. �� 1l'f?l 'RPAl17L®Nl•=100'./®Y00WSLBI0fOR40FF�f SUIFd11'Ft�A4. J 47 L12b, cl ,3�11 A�kd �%�,I ',OCT-29-1998 14,:07 FROM ATTY RICHARD DUBIN TO 7901388 . 04 &.I 1 QVITCLAIN DEED �7 M 1 i William E. Dacey, III, Trustee of the victoria Realty Trust dated December 1Z, 1988 and rec s/d/t Registry of Deeds orded at the Barnstable County k in Book 6560, page 219, Whose mailing address is P.O. Box 510' Centerville, MA 02632, in consideration of Seventeen Thousand F:VA Hundred and oo/i0o ($17,500.00) Dollars paid, grants to xelvinxReed, Individually, having a mailing' address of 159 Donegal Circle, Centerville, NA 02632 With QUITCLAIM COVENANTS the land situated in Centerville, Barnstable County, Massachusetts, bounded and described as follows: LOT 1 as shown on a pla" of land in Centerville, Barnstable, Massachusetts for Cree::brier Development Corp., drawn by JDo and checked by 2GE, dated ;larch 21, 1954 and revised May 11, 1984 and YI May 22, 1984, Scale 1" = 401 , Eldredge Engineering Co., Inc. Reg, f;. 9ineers a Surveyors, 712 Main Street, Hyannis, Mass. , said plan being known as Oak Break Farms and recorded in the Barnstable County Registry of Deeds in Plan Book 383 Pages 59-41. Together witti a right of way over Great Hill Orive, Holder Lane, Minton Lane and Sand Hill Road as shown on said plan in common with Others who are now or may hereafter be entitled thereto for all purposes for which roads are customarily used in the Town of Barnstable, but reserving to the Grantor the fee interest in the i above described private lays arui the right to extend the ways to land adjoining the subdivision subject to' and others who may the rights of the Grantee the Grantee. become entitled to use the ways in common wit2, . i Subject to and With the benefit of a utility easement running in. ref'-� favor of "Commonwealth Electric Company of al dated June 11, 1984, i �N� and recorded at Barnstable Registry of Deeds at Book 4143 Page 343. ! e c'or title, see Deed recorded at 30ok 6560, Page 224, 'I WITNESS my hand and seal day of N(2vember, 1990. vICIORIA BY: s UST , iliam E, rf �^ DazleY; ZIZ, Trust�Ee f COMMONWEALT11 OF MASSACHUSETTS BARNS:ABLE, ss. '•' Then personally� 1 a Apeared the above-named William S. v�v Trustee as aforesaid and acknowledged the foregoing Dacey, t t, i a 7l 0 be his free act and deed, before me_ loin instrument to 71 ;» Notary Public' �. •5�.� MY Commission Expires: }O"' �) I9fe NO"1690 1 v •_ - r 1 TOTAL P.04 I Cwrr•wrs 3w6T '� � ° 1 Nj7` , C AI !I a Ler 6 , Ler 33 i a (. „ ,° NOTr� AfuNLTL1[ BOOw Dana ^RL i° ° •° I D 6sL p a wEcoaDr�_rnv nwr°Afi e/ old O 30"Y— ,I 1'TOG£IL1 Y✓/�N AT.14ST/ITs N 3 _ ° NH r � q .ss 9 393-31r �. 1 :,rr , TO Acr-OL HONNP NEASUacNENr3 PND MAIRCENT PLRNs OF R=c". e JI t` LOT f Isrww A�Cr'Oa� o• LOT 3�► A ;4.76l as �������� •`) �uxtefilasii" ________-___J /3a,o_bb Ar� -OW WET HRER o Y /3 7 o < t 4W�+ 1, 1,F.+._sL/rr.�...�, CLRAX or T•NL r WV OP O+►+ m�rw N B 9* .37' AW W NDTC[�RfI ROwOLROF TM/t PLAN Hr T+t<rrr 27 .77 Q m .r'r HA/INSTABL£ PLANNr/4 HOAAD WAS AECLIVtD I D j Q;• ��--- Oo fi� `\ 1��ib AND 4rC04DED AT rN/s offrLr AND NO N0►1U 1 \ 3 O N 84.28 b'Y b \ '`w Of AIPLR6 WAS RiCL/YLD D4R/NG TAL MNr)' • DAYS NEXT AITLR SNCN ALCL/PT AND ALCOADI fD •i `�•", O OF SUCH NOT IC[, ° II n h �A, e Z �, TVWN CLEAa a LOT 4 m °t p LOT, 36 4j,36a Si of ZONE RF. NMI. LOT AAER 4J660 SA S N#• LOT PRON`r~ ISO I! m �_ IN FR• ONT Scram^ 3O rr nZ I• 30 °° M E AFIN, SIDE A A£AA SET HOCK/SfT a N 9 1 Z 0. LOT 3 ° LOT 36 o,oic p I 163,743 Arc APPROVED UNDER rME O O. 0 - i a\ O "s Iw rAn , y 00. SUHD/VISION CONTO LAW { W v h a�. � I E y. \�T RL Il BARNSTABLE PLANNING BOaRD n - N �M/ pWT 294•BO 1 �'�'1 Po'10.- LOr 38 s LOT DATL: ift 3 s na^'sb � 19'Lb Lor 37 ° p rw+► �' � A A � L� M m v g, a o .t I CLAr/fY rNAT THIS PLAN NOS •3/j•70 A W HELM PASPAAED IN CDNFOAMANCE \ a O ��• TO TNL JAN L 1 976 AULZA AND AEGw-Ar!°Ns OF THE HAVOT'MLE `= ,. LoT \` �/�,a ��,S ��• CONNTY AE'Sarsu or LLEDS. 4S-601 ar. 1` i . •,i E.!`'3`�EA �� 6 DATE: 3..�?.�ar 3' •°° _ i Y ♦ ° i N�.09 '�. ////�' �°°' J A iL PA J3 M S REGLSTaaED LAND uavcrow �N�f'♦ ly •'b 6 � o� i s 9llcrr 1 Of 4 � + 9- , s"wW 66•� 4 3o Z�``° ..sg �"�' fib° TORN PLRN OF LAND IN .^ E��t1 C n, r.lo WILLlwrrs Aat><wlvaEA w�� i �� w � /•A ' u' CJINTLRVILLC BRRNSTRl L.G NA". �''y •�\� V' FJR N or b- 009 GREEN H. r���••IE'NT COAP. a g«i�w�Bd.� u�,-E:r,'ca.`�I►'IZH 5I-DAiDGL ENGfNZIA/Ni C ^b iR".C/ML smudme RS♦S'ARV YOAA NYANN/i NAS•a. B Z j 64 i I I L TM 8 0 REAL ESTATE An Association of Independent Real Estate Agents November 4, 1998 Mr. Ralph Crossen Building Commissioner Town f Barnstable 367 Main Street Hyannis, MA 02601 Dear Mr. Crossen: I have been advised that your office would be able to provide a letter verifying that lot#7 on Great Hill Road, Centerville, is a buildable lot. The lot has been perk tested and passed. I enclose a copy of the Assessor's map and information sheet. Many thanks, Walt Silva, Realtor® (508) 790-2300 cc: Mel Reed Tradewinds Plaza 1252 Route 28 1533 Falmouth Rd., Route 28 290 Route 130,Unit#1 South Yarmouth, MA 02664 Centerville,MA 02632 Sandwich, MA 02563 (508)398-0600 (508)790-2300 (508)888-8008 Fax (508)398-0684 Fax(508)790-1388 Fax(508)888-8133 ON Barnstable 1998 Tax Assessment Parcel ID 173078 Property Location 7 GREAT HILL DR CENT Current Owner CoOwner REED MELVIN K Street 159 DONEGAL CIRCLE CAY State Zip CENTERVILLE MA 02632 Fire District State Class Code Village Code CO 130 10 Deed Reference Deed Date 7356/200 110,190 Developers Lot Ref 1 Total Acres Frontage Building Area 100 0000 0000 Jan 1 Owner REED MELVIN K Current Land Value $ 3,000.00 Current Bldg Value $ 0.00 Current Extra Features $ 0.00 TOWN OF BARNSTABLE. MASSACHU§ETTS ASSESSORS MAPS M-1T4-1-I ' w\• e�o � I t G I ° " • 1 o E•E t 1 De rl Iq .G t t pO"v -- O , $ ' 43 {.�T,•n. I QOt � r.yJt' 26 a )• .. 00 0a aaK 1± 7N yel I � /••� �°(D arO +<..~ •„®® ,+ .e,.ry .. ... ... J O Y: :l b—Oj.c ror•w° a w.,.,.,� _<n1r u,w: I_--.; ' ` O<O,. h•,F <R REV.LY V/J ° /JTO , A ,.• __ / I a`. ,TI- p1NiIN ISSUE: /%J LI L1 PREPAREO uNKM TM DMECTICN OP TK I �' ,1)c •E 'f•oe'— — — .. — •. ° ( <.a< °� 101 ITI NM+•a EARN•TA•LE•LARD OF A•E#—. ISO 17J AVI AIRMAP INC NJ . : - �/ ' .. YAEEAdWETTE CONNECTICYT � �_: c!a d- z 3 e ,d O z 94 OL J w pp4 GG,�� . h 7JDw I33 E I �-- 317 N y� AL 310 ( rZ ' s �, ,Z -s AV q �► p O v s CIN 1533 Falmouth Road,Route 28 Centerville,MA 02632 (508)790-2303 Ext. 17 Fax(508)790-1388 E-Mail:wsiba@todayrealestate.com r Q w ,. r REAL ESTATE WALTER J. SILVA REALTOR® ®niis. r ! / a r LOT 33 ^ r'I 1 COT 6 � � t NOTEr PcawIETEa BOWDNSS^aE �l C _1 -I I DASSD ON �/N ORTED 6-TOB[t io A p ,i SO aND REc Imo.JN.�Fl-MOD_£ M 3. N By .55 ;I >S rat[ILS Wl�w R{V utTNLNT! 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J v »J r1 y �r z i o ^ I R Lor 36 o t LOT 3 £,r•^^ OIL 4],36L✓. n O � 4�,74] .r. , APPROVED UNDER THE O a O �SOXrxSr�; OO' L 1 t V D IRXDI )IV£ y SuODIVI.ION N COTROL LAW >• y BARNS TABLE PLANNING BOARD °o LOT 38 Jam- t Ler 2 ;Q V" owrs: i�M✓y{tA/ wl.rbe ✓ ��••""'.� 0�•^�.6p- LOv''^ Q o LOT 37 9.5a .w••a t.f:N�.ry� .tom V „ 4].s7o ar • 'I3 -. /CLRT/FY 7Nwr iN/f PLAN NIM � �I F•JO 'Q � W �yD aca rasFaafO Dr coNroPnaNCE � .a � �. �b TO TTIE JAM l 197E AND + RLGOLar/ONS Or rw eaaNMPA sfPOLf -I. LOT CONNTY RmorsoU ar mcss. ^ —.6.1 ar. \ i £•f•'{F"F' �fYT D9 J s1,t -*;I J J iL P sl td 3i13 R-.r—"u17+'6luavcroa yI•Dsd s �•� <a l+�" 6 oe yJ.4� sN.Lr a or 4 +b., ♦ a' a s• 1 _Nspy w4,W 4{• ° 4 it 9s6. .(o�N PLAN OF LAND �•� ~JB�, ` 60 IN +• �Qe t '.�_ P/� •a CENTERVILLE&RNSTRBLE ma". W/4/aNt RF£x ANDEa �fa•V V� :. •1T F-Jp v W 1�J e'^l9 GREEN B, ^M. +� !•'HEN'T CORP. N YpL lI y'� @L P a• a �"wic„�£e. `ri,fl E r A 2!J I ..,.. •ha„ P' �,' I I w � rrl•r rl Cam., �__�oT � 31 _ 6LOR LOGE ENCINEER/NE CObd ". Rw.nNf.E4cwccas♦swKraws ti�' • / Tlz Naw sr. NYANNIa NIPS. B Z i QUERY PROPERTY: QUERY• END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 01/13/99 PARCEL ID 173 078 GEO ID 32053 LOT/BLOCK 1 DBA PROPERTY ADDRESS OWNER REED 7 GREAT HILL DRIVE MELVIN K CENTERVILLE 159 DONEGAL CIRCLE CENTERVILLE MA 02632 PHONE DISTRICT CO DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY(NOTES) ZONING DIST/ZOC RF SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 43560 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIST AP (N) EXT / (P) REVIOUS / NO (T) ES / PER (M) ITS / (V) IOLATIONS / (G) EOBASE / (E) XIT I t WI �O 1lV�sC/Vl � 1. O'C,cc.:t" ' t �� � l.Q•�t.�"Ui� �; ICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Evaluation Report ESR-2713* c' Issued September. 1, 2008 This report is subject to re-examination in one year. �\� vwvw.icc-es.or 423-6587 1 (662)699-0543 A Subsidiary of the►ntemational Code Council® (� g I (800) DIVISION:03—CONCRETE 3.0 DESCRIPTION Section:03161--Concrete Anchoring 3.1 Titen HD®: REPORT HOLDER: The Titen HD® screw anchor is a carbon steel threaded anchor with a hex-washer head. The screw anchor is SIMPSON STRONG-TIE COMPANY,INC. manufactured from heat-treated steel complying with SAE 6966 WEST LAS POSITAS BOULEVARD J403 Grade 10621,and has an electrodeposited coating of ASANTON,CALIFORNIA 94588 zinc in accordance with ASTM B 633, SC1, Type III.Titen PLE PLE 999�i099 HD® screw anchors are available with nominally 3/r, '/z-, www.simpsonanchors.com and 3/4-inch (9.5, 12.7, and 19.1 mm) shank diameters, and various lengths in each diameter. Figure 1 illustrates a EVALUATION SUBJECT: typical Titen HCP screw anchor. 3.2 Concrete: TITEN He SCREW ANCHOR FOR CRACKED AND Normal-weight and structural sand-lightweight concrete UNCRACKED CONCRETE must comply with Sections 1903 and 1905 of the IBC or. UBC,as applicable. 1.0 EVALUATION SCOPE 3.3 Profile Steel Deck: Compliance with the following codes: The profile steel deck must comply with the configuration in ■ 2006 International Building Code(2006 IBC) Figures 3 and 4 and have a minimum base steel thickness ® of 0.034 inch(0.864 mm).Steel must comply with ASTM A s 2006 International Residential Code (2006 IRC) 653/A 653M SS Grade 40, and have a minimum yield ■ 2003 Intemational Building Code®(2003 IBC) strength of 40,000 ksi(276 MPa). ■ 2003 international Residential Code®(2003 IRC) 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: ■ 1997 Uniform Building CodeTm(UBC) Anchor design strengths, (pNn and cpVn, must be Property evaluated: determined in accordance with ACI 318-05 Appendix D using the design parameters provided in Tables 2,3 and 4 Structural and in Figures 2,3,and 4 of this report.The anchor design 2.0 USES must satisfy the requirements in ACI 318 D.4.1.1 and D.4.1.2. The value of f, used in the calculations must be The Simpson Strong-Tie Titen HD®Screw Anchor is used, limited to 8,000 psi (55.2 MPa), maximum, in accordance to resist static, wind and seismic tension and shear loads with ACI 318 D.3.5. Strength reduction factors, q), in cracked and uncracked normal-weight concrete and described in ACI 318 Section D.4.4 and noted in Tables 2 structural sand-lightweight concrete members having a and 3 of this report, must be used for load combinations specified compressive strength, fc,from 2,500 psi to 8,500 calculated in accordance with Section 1605.2.1 of the IBC, psi (17.2 MPa to 58.6 MPa); and cracked and,uncracked Section 9.2 of ACI 318, or Section 1612.2.1 of the UBC. structural sand-lightweight or normal-weight concrete over Strength reduction factors,9,described in ACI 318 Section profile steel deck having a minimum specified compressive D.4.5, must be used for load combinations calculated in strength,fc,of 3,000 psi(20.7 MPa). accordance with ACI 318 Appendix C or Section 1909.2 of the UBC. The Titen HD®is an altemativeYto cast-in-place anchors described in Sections 1911 and 1912 of the 2006 IBC, 4.1.1 Static Steel Strength In Tension: The nominal Sections 1912 and 1913 of the 2003 IBC, and Sections steel strength of a single screw anchor in tension, Nam, 1923.1 and'1923.2 of the UBC. The anchors may also be calculated in accordance with ACI 318 D.5.1.2, is given in used where an engineering design is submitted in. Table 2 of this report. The strength reduction factor, cp, accordance with Section R301.1.3 of the 2006 and 2003 corresponding to a brittle steel element must be used for IRC. all anchors,as described in Table 2. *Revised June 2009 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ae an endorsement of the subject of the report or a'recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied as to arty finding or other matter in this report,or as to any product covered by the report Copyright 0 2008 Page 1 of 10 ESR-2713 I Most Widely Accepted and Trusted Page 2 of 10 4.1.2 Static Concrete Breakout Strength in Tension: 4.1.6 Static Concrete Pryout Strength in Shear: The The nominal concrete breakout strength of a single screw nominal concrete pryout strength for a single screw anchor anchor or a group of screw anchors in tension, Nob or N�bg, or group of screw anchors, V�p and Vim, respectively,must must be calculated in accordance with ACI 318 D.5.2,with be calculated in accordance with ACI 318 D.6.3, modified modifications as described in this section. The basic by using the value of coefficient for pryout strength, kip, concrete breakout strength of a single screw anchor in described in Table 3 of this report and the value of nominal tension in cracked concrete, Nb, must be calculated in breakout strength in tension of a single screw anchor or accordance with ACI 318 D.5.2.2 using the values of hef group screw anchors, Ncb or Ncbg, as calculated in Section and kc as described in Table 2 of this report. The 4.1.2 of this report. modification factors in ACI 318 D.5.2.4, D.5.2.5, D.5.2.6, For anchors installed in the lower flute or upper flute of and D.5.2.7 must be applied to the concrete breakout the soffit of structural sand-lightweight or normal-weight strength as applicable. concrete filled profile steel deck floor and roof assemblies, Determination of concrete breakout strength in as shown in Figure 3 or Figure 4, respectively, calculation accordance with ACI 318 D.5.2 is not required for anchors of the concrete pryout strength in accordance with ACI 318 installed in the lower flute or upper flute of the soffit of D.6.3 is not required. profile steel deck floor and roof assemblies with structural sand-lightweight or normal-weight concrete fill as shown in 4.1.7 Requirements for Seismic Design: Figure 3 or Figure 4, respectively. 4.1.7.1 General: When the screw anchor design 4.1.3 Static Pullout Strength in Tension: The nominal includes seismic loads, the additional requirements of ACI pullout strength of a single screw anchor in tension 318 D.3.3 must apply,as modified by Section 1908.1.16 of satisfying ACI 318 D.5.3.1 and D.5.3.2 in cracked and the 2006 IBC,or the hollowing for legacy codes: uncracked concrete, Np,,,a and Np,,,u„= , respectively, is described in Table 2 of this report. Npn cr and Np,,,,,,,cr must CODE ACI 318 D SEISMIC CODE EQUIVALENT DESIGNATION be used in lieu of Np,,. In regions of a concrete member where analysis indicates no cracking at service level loads 2003 IBC 6 Moderate or high Seismic Design in accordance with ACI 318 D.5.3.6, the nominal pullout IRC seismic risk Categories C,D, strength in uncracked concrete, Np,,,uw , applies. Where E and F values for N �r or N p Moderate risk high Seismic Zones 26,3 p,,, p,,,,,r�are not provided in Table 2, the UBC pullout strength does not need to be considered in design. seismic risk and 4 The nominal pullout strength in cracked concrete for Except for use in Seismic Design Category A or B of the anchors installed in the lower flute or upper flute of the IBC or Seismic Zone 0, 1 or 2A of the UBC, design soffit of structural sand-lightweight or normal-weight strengths must be determined presuming the concrete is concrete filled profile steel deck floor and roof assemblies, cracked. Npn,deaka, as shown in Figures 3 and 4, is given in Table 4. As the screw anchors include brittle steel elements, the Npo,dwka must be used in lieu of Npn,cr. In regions of a screw anchors and attachments must be designed in concrete member where analysis indicates no cracking in accordance with ACI 318 D.3.3.5 as modified by Section accordance with ACI 318 D.5.3.6, the nominal pullout 1908.1.16 of the 2006 IBC for locations in Seismic Design strength in uncracked concrete Np,,00,-knaapplies in lieu of Category C, D, E or F (IBC) or Seismic Zone 26, 3 or 4 Np,,,,,,,cr.The value of Wc,p is 1.0 for all cases. (UBC). 4.1.4 Static Steel Strength in Shear:The nominal steel 4.1.7.2 Seismic Tension: The nominal steel strength strength in shear, Vim, of a single screw anchor in and concrete breakout strength in tension must be accordance with ACI 318 D.6.1.2,is given in Table 3 of this determined t accordance with ACI 318 tension and D.5b report.The strength reduction factor,cp,corresponding to a as described in Sections with and 4.18 . this report: In brittle steel element must be used for all anchors, as accordance with ACI 318 D.5.3.2,the appropriate value for �f described in Table 3. nominal pullout strength in tension for seismic loads, Np,eq The nominal shear strength, Vst,dw,, of a single screw. or Np,,,de*,,, described in Tables 2 and 4 of this report, anchor installed in the lower flute or upper flute of the soffit must be used in lieu of Np,,. of structural sand-lightweight or normal-weight concrete 4.1.7.3 Seismic'Shear: The nominal concrete breakout , filled profile steel desk floor and roof assemblies,as shown and concrete pryout strength in shear must be determined in Figures'3 and 4,is given in Table 4. ' in accordance with ACI 318 D.6.2 and D.6.3, as described 4.1.5 Static Concrete Breakout Strength in Shear:The in Sections 4.1.5 and 4.1.6 of this report. In accordance nominal concrete breakout strength in shear of a single with ACI 318 D.6.1.2, the appropriate value for nominal screw anchor or group of screw anchors, Vca and Vebg, steel strength in shear for seismic loads, V.,eq or VS td ck, respectively, must be calculated in accordance with ACI described in Tables 3 and 4 of this report,must be used in 318 D.6.2, with modifications as described in this section. lieu of V.. The basic concrete breakout strength in shear of a single 4.1.8 Interaction of Tensile and Shear Forces: Screw screw anchor in cracked concrete, Vn, must be calculated anchors or groups of screw anchors that are subjected to in accordance with ACI 318 D.6.2.2 using the values of le and do as described in Table 3 of this report..The combined axial (tensile) and shear loadings must be modification factors in ACI 318 D.6.2.4, D.6.2.5, D.6.2.6 designed in accordance with ACI 318 D.7. , and D.6.2.7 must be applied to the basic breakout strength 4.1.9 Requirements for Minimum Member Thickness,- as applicable. Minimum Anchor Spacing and Minimum Edge Calculation of the concrete breakout strength in Distance: In lieu of ACI 318 D.8.3, values of caw,and s„o„ accordance with ACI 318 D.6.2 is not required for screw provided in Table 1 of this report must be used. In lieu of '. anchors installed in the lower flute or upper flute of the ACI 318 D.8.5, minimum member thickness, hi,, must soffit of structural sand-lightweight or normal-weight comply with Table 1 of this report. In lieu of ACI 318 D.8.6, concrete filled profile steel deck floor and roof assemblies, values of cac provided in Table 1 must be used. For as shown in Figures 3 and 4. anchors installed in the lower flute or upper flute of the ESR-2713 I Most Widely Accepted and Trusted Page 3 of 10 soffit of structural sand-lightweight or normal-weight Anchors must be installed by drilling a pilot hole into the concrete filled profile steel deck floor and roof assemblies, concrete using a handheld electro-pneumatic rotary details in Figures 3 and 4 must be observed.The minimum hammer drill with a carbide-tipped drill bit conforming to anchor spacing along the flute must be the greater of 3:0 ANSI B212.15-1994. The pilot hole must have the same heror 1.5 times the flute width. diameter as the nominal diameter of the anchor. The hole 4.1.10 Structural Sand-lightweight Concrete Where is drilled to the specified nominal embedment depth plus 1/2 inch (12.7 mm). Dust and debris in the hole must be structural sand-lightweight concrete is used, in lieu of ACI removed by using oil-free compressed air. The Titen HD® 318 D.3.4, the values determined in Sections 4.1.2, 4.1.3, screw anchors must be installed into the hole to the 4.1.5, 4.1.6 and 4.1.7 of this report must be multiplied by specified embedment depth using a socket wrench or 0.60 and utilized. For anchors installed in the lower flute or powered impact wrench. The maximum installation torque upper flute of the soffit of structural sand-lightweight and maximum impact wrench torque rating requirements concrete filled profile steel deck floor and roof assemblies, this reduction is not required. for the Titen HEP screw anchor are detailed in Table 1. 4.2 Allowable Stress Design(ASD): For anchors installed in the lower flute or upper flute of the soffit of structural sand-lightweight or normal-weight 4.2.1 General: Design values for use with allowable concrete over profile steel deck floor and roof assemblies, stress design load combinations calculated in accordance the hole diameter in the steel deck must not exceed the with Sections 1605.3 of the IBC and Section 1612.3 of the diameter of the hole in the concrete by more than % inch UBC, must be established using the following (3.2 mm). relationships: 4.4 Special Inspection: Tallowable,ASD= (PN,/a Installations must be made under special inspection in and accordance with Section 1704.13 of the IBC and Section Vallowable,ASD= (PVla 1701.5.2 of the UBC.The special inspector must be on the jobsite continuously during anchor installation to verify where: anchor type, anchor dimensions, hole cleanliness, Tanowable,ASD= Allowable tension load,Ibf(N) embedment depth, concrete type, concrete compressive strength, drill bit diameter, hole depth, edge distanoe(s), Vallowable,ASD= Allowable shear load,Ibf,(N) anchor spacing(s), concrete thickness, installation torque, and maximum impact wrench torque rating. ON„=The lowest design strength of an anchor or anchor group in tension as determined in accordance with ACI 318 Under the IBC, additional requirements as set forth in Appendix D, Section 4.1 of this report, and 2006 IBC Section 1705 or 1706 must be observed. Section 1908.1.16,as applicable(Ibf orN). 5.6 CONDITIONS OF USE (PV„= The lowest design strength of an anchor or anchor The Simpson Strong-Tie Titen HD® Screw Anchors group in shear as determined in accordance with ACI 318 Appendix D, Section 4.1 of this report, and 2006 IBC described in this report comply with, or are suitable Section 1908.1.16,as applicable(Ibf or N). alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following a =A conversion factor calculated as a weighted average conditions: of the load factors for the controlling load combination. In addition,a must include all applicable factors to account for 5.1 The anchors must be installed in accordance with nonductile failure modes and required over-strength. the manufacturer's published installation instructions and this report. In case of conflict, this An example calculation for the derivation of allowable report governs. stress design tension values is presented in Table 5. 5.2 Anchor sizes, dimensions and minimum The requirements for member thickness, edge distance embedment depths are set forth in the tables of this and spacing, described in Table 1 of this report,. must report. apply. 5.3 The anchor must be installed in accordance with 4.2.2 Interaction of Tensile and Shear Forces: The Section 5.1 of this report in cracked and uncracked interaction of tension and shear loads must be consistent normal-weight and structural sand-lightweight with ACI 318 D.7,as follows: concrete having a compressive strength, fo, of If Tappiled 5 0.2Ta11owab1e,AS6 then the full allowable 2,500 psi to 8,500 psi(17.2 MPa to 58.6 MPa); and strength in shear, Vallowable;ASD, must be cracked and uncracked structural sand-lightweight permitted. or normal-weight concrete over profile steel deck having a minimum specified compressive strength, If Vappled 5 0.2Vallowable,ASD , then the full allowable f,,of 3,000 psi(20.7 MPa). strength in tension, Tallowable,ASD must be permitted: 6.4 The value of f,used for calculation purposes must not exceed 8,000 psi(55.2 MPa). For all other cases: Tapplw/Tallowable,ASD.+ Vappred Vallowable,ASD 5 1.2. 6.6 Strength .design values must be established in 4.3 Installation: accordance with Section 4.1 of this report. 5.6 Allowable stress design values must be established Installation parameters are provided in Table 1 and Figures in accordance with Section 4.2 of this report. 2, 3, and 4. Anchor locations must comply with this report and the plans and specifications approved by the code 6.7 Anchor spacing and edge distance, as well as official.The Titen HD®must be installed in accordance with minimum member thickness, must comply with the manufacturer's published instructions and this report. Tables 1 and 4,and Figures 3 and 4, of this report. i ESR-2713 I Most Widely Accepted and Trusted Page 4 of 10 5.8 Prior to installation, calculations and details membrane, are protected by approved fire- demonstrating compliance with this report must be resistance-rated materials, or have been submitted to the code official. The calculations and ., evaluated for resistance to fire exposure in details must be prepared by a registered design accordance with recognized standards. professional where required by the statutes of the jurisdiction in which the project is to be constructed. _ • Anchors are used to support nonstructural elements. 5.9 Since an ICC-ES acceptance criteria for evaluating 5.13 Use of anchors is limited to d data to determine the performance of screw dry,interior locations. anchors subjected to fatigue or shock loading is 5.14 Special inspection must be provided in accordance unavailable at this time, the use of these anchors with Section 4.4. under such conditions is beyond the scope of this. report. 5.15 The anchors are manufactured by Simpson Strong- Tie Company, Inc., in Brampton, Ontario, Canada, 5.10 Anchors may be installed in regions of concrete under a quality control program with inspections by where cracking has occurred or where analysis CEL Consulting(AA-639.) indicates cracking may occur, subject to the conditions of this report. 6.0 EVIDENCE SUBMITTED 5.11 Anchors may be used to resist short-term loading Data in accordance with the ICC-ES Acceptance Criteria due to wind or seismic forces, subject to the for Mechanical Anchors in Concrete Elements (AC193), conditions of this report. dated May 2008, including optional suitability test for seismic tension and shear; profile steel deck soffit tests; 5.12 Anchors are not permitted to support fire- mechanical properties tests; calculations; and a quality resistance-rated construction. Where not otherwise control manual. prohibited by the lode, Titen HD® anchors are 7.0 IDENTIFICATION permitted for installation in fire-resistance-rated construction provided that at least one of the The Titen HD®Screw Anchor packaging is marked with the following conditions is fulfilled: Sim son Strong-Tie Company name; product name(Titen • Anchors are used to resist wind or seismic forces HD�; anchor diameter and length;the name or logo of the only. inspection agency (CEL Consulting); and the evaluation report number (ESR-2713). In addition, the * symbol and • Anchors that support 'gravity load—bearing, the anchor length (in inches) are stamped on the head of structural elements are within a fire-resistance the each screw anchor. rated envelope for a fire-resistance-rated I I ESR-2713 I Most Widely Accepted and Trusted Page 5 of 10 TABLE 1 TITEN HD®INSTALLATION INFORMATION AND ANCHOR DATA' CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER %inch %inch %inch Installation Information Nominal Diameter do in. % Y2 % Drill Bit Diameter d in. % '/2 % Minimum Baseplate Clearance d. in. '/2 % % Hole Diameter Maximum Installation Tim#,mar ft-Ibf 50 65 150 Torque Maximum Impact Wrench T'mpacT,max ft-Ibf 150 385 385 Torque Rating Minimum Hole Depth hhda In. 3 3% 3% 4% 6 6% Embedment Depth hm in. 21/2 3% 3'% 4 5% 6% Effective Embedment Depth hef in. 1.77 2.40 2.35 2.99 4.22 4.86 Critical Edge Distance c- in. 211116 3% 38/,e 4'/ 6% 75/16 Minimum Edge Distance Cmin In. 13/4 Minimum Spacing sm;,, in. 3 Minimum Concrete hma in. 3'/e 5 5 6'/. 8'/s 10 Thickness Anchor Data Yield Strength f,. psi 97,000 Tensile Strength f. psi 110,000 Minimum Tensile& A� in2 0.099 0.183 0.414 Shear Stress Area Axial Stiffness in Service Load Range- Win. 715,000 Uncracked Concrete Axial Stiffness in Service Load Range- lb/in. 345,000 Cracked Concrete For SI:1 inch=25.4 mm,1 ft-Ibf=1.356 N-m,1 psi=6.89 Pa,1 in =645 mm2,1 lb/in=0.175 N/mm. 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2The clearance must comply with applicable code requirements for the connected element. ESR-2713 I Most Widely Accepted and Trusted Page 6 of 10 TABLE 2 TITEN He TENSION STRENGTH DESIGN DATA' CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER %inch '/:inch %inch Anchor Category 1,2 or 3 1 Embedment Depth h,,m in. 2% 3% 3% 4 5'Y2 6% Steel Strength in Tension(ACI 318 D.5.1) Tension Resistance of Steel N- lb. 10,890 20,130 45,540 Strength Reduction Factor- Steel Failure2 �� 0.65 Concrete Breakout Strength in Tension(ACI 318 D.5.2) Effective Embedment Depth he, in. 1.77 2.40 2.35 2.99 4.22 4.86 Critical Edge Distance cm in. 2'1/16 3% 39/16 4'Y2 6% 75/,6 Effectiveness Factor- 24 Uncracked Concrete Effectiveness Factor- ka - 17 Cracked Concrete Ratio of k.� W.,N - 1.4 Strength Reduction Factor- Concrete Breakout Failure lP� 0.65 Pullout Strength in Tension(ACI 318 D.5.3) Pullout Resistance Uncxacked Concrete Npn,wa Ibf. 2,7006 N/A° N/A° N/A° N/A" NIA° (F,2,500 psi) Pullout Resistance Cracked Concrete Np,,,a Ibf. 1,2356 2,7006 NIA" N/A" 6,0706 7,1956 (Pc 2,500 psi) Strength Reduction Factor- Pullout Failures �p 0.65 Tension Strength for Seismic Applications(ACI 318 D.3.3.3) Nominal Pullout Strength for Seismic Loads Np,,,eq Ibf. 1,2356 2,7006 N/A° N/A° 6,0706 7,1956 (P,=2,500 psi) Strength Reduction Factor- kpe - 0.65 Breakout or Pullout Failures For SI:1 inch=25.4mm,1 Ibf=4.45N. 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2The tabulated value of ip.applies when the load combinations of Section 1605.2.1 of the IBC,Section 1612.2.1 of the UBC,or ACI 318 9.2 are used. If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used, the appropriate value of cp must be determined in accordance with ACI 318 D.4.5(b). 3The tabulated values of 9)�b applies when both the load combinations of Section 1605.2.1 of the IBC,Section 1612.2.1 of the UBC,or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c)for Condition B are met.If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used,the appropriate value of 9;must be determined in accordance with ACI 318 D.4.5(c)for Condition B. "As described in this report;N/A denotes that pullout resistance does not govern and does not need to be considered. 5The tabulated values of(pp or cp.,applies when both the load combination of ACI 318 Section 9.2, IBC Section 1605.2.1 or UBC Section 1612.2.1are used and the requirements of ACI 318 D.4.4(c)for Condition B are met.If the load combinations of ACI 318 Appendix C or UBC Section 1909.2 are used,the appropriate value of kp must be determined in accordance with ACI 318 D.4.5(c)for Condition B. -6The characteristic pullout resistance for greater compressive strengths maybe increased by multiplying the tabular value by(f,/2,500)'n for psi or(Pd17.2)1/2 for MPa s i ESR-2713 I Most Widely Accepted and Trusted Page 7 of 10 TABLE 3 TITEN HD®SHEAR STRENGTH DESIGN DATA' CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER - 318 Inch 112 Inch 314 inch Anchor Category 1,2 or 3 1 Embedment Depth h. in. 21/2 1 3'/° 3% 4 5172 161/4 Steel Strength In Shear(ACI Section D.6.1) Shear Resistance K. Ibf. 4,460 7,455 16,840 of Steel Strength Reduction Factor- 0.60 Steel FailureZ �� Concrete Breakout Strength in Shear(ACI 318 D.6.2) Nominal Diameter do in. 0.375 7 0.500 0.750 Load Bearing Length la in. 1.77 2.40 2.35 2.99 4.22 4.86 of Anchor in Shear Strength Reduction Factor- Concrete Breakout Failure' �cD - 0.70 Concrete Pryout Strength in Shear(ACI 318 D.6.3) Coefficient for Pryout Strength �' 1.0 2.0 Strength Reduction Factor- 47CP - 0.70 Concrete Pryout Failure° Shear Strength for Seismic Applications(ACI 318 D.3.3.3) Shear Resistance of Single Anchor for Seismic Loads V-4.9 Ibf. 2,855 4,790 9,350 (f,=2,500 psi) Strength Reduction Factor- Steel Failure2 9)eQ 0.60 For SI:1 inch=25.4mm,1 Ibf=4.45N. 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. ZThe tabulated value of 9.and rp,,applies when the load combinations of Section 1605.2.1 of the IBC,Section 1612.2.1 of the UBC,or ACI 318 9.2 are used.If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used,the appropriate value of q)must be determined in accordance with ACI 318 D.4.5(b). 3The tabulated value cps of applies when both the load combinations of Section 1605.2.1 of the IBC,Section 1612.2.1 of the UBC,or ACI 318 Section 9.2 are used and the requirements of ACI 318 D.4.4(c)for Condition B are met.If the load combinations of Section 1909.2 of the UBC or ACI 318 Appendix C are used,the appropriate value of(p must be determined in accordance with ACI 318 D.4.5(c)for Condition B. °The tabulated values of cpp applies when both the load combinations of ACI 318 Section 9.2,IBC Section 1605.2.1,or UBC Section 1612.2.1 are used and the requirements of ACI 318 D.4.4(c)for Condition B are met. If the load combinations of ACI 318 Appendix C or UBC Section 1907.2 are used,the appropriate value of 9 must be determined in accordance with ACI 318 D.4.5(c)for Condition B. � - I ESR-2713 I Most Widely Accepted and Trusted Page 8 of 10 TABLE 4 TITEN He TENSION AND SHEAR DESIGN DATA FOR THE SOFFIT OF CONCRETE-FILLED PROFILE STEEL DECK ASSEMBLIES' LOWER FLUTE UPPER FLUTE CHARACTERISTIC SYMBOL UNITS ANCHOR DIAMETER ANCHOR DIAMETER %inch Y.inch %inch 'Y2 inch Minimum Hole Depth h„d. in. 2 3 2% 4 2 2'% Embedment Depth ha,,, in. IY2 2% 2 3'/2 1'/2 2 Effective Embedment Depth ht in. 0.92 1.77 1.29 2.56 0.92 1.29 Pullout Resistance,concrete on metal deck(cracked)2 Nmdad.o Ibf. 580 1.335 905 2,040 765 1,700 Pullout Resistance,concrete on metal deck(uncracked)3 Np4d k. Ibf. 825 1,905 1,295 2,910 1,095 2,430 Steel Strength in Shear, concrete on metal deck° Vs,,� Ibf. 2,240 2,395 2,435 4,430 4,180 7,145 For SI:1 inch=25.4 mm,1 Ibf=4.45N. 'Installation must comply with Section 3.3,4.1.9 and 4.3 and Figures 3 and 4 of this report. 2The tabulated values must be used in accordance with Section 4.1.3 and 4.1.7.2 of this report. 3The tabulated values must be used in accordance with Section 4.1.3 of this report. "The tabulated values must be used in accordance with Section 4.1.3 and 4.1.7.3 of this report. TABLE 5--EXAMPLE TITEN He ALLOWABLE STRESS DESIGN TENSION VALUES FOR ILLUSTRATIVE PURPOSES Nominal Anchor Diameter, Embedment Depth,h,p,,, Effective Embedment Depth,he, Allowable Tension Load,ON,Ja do(Inches) (inches) (inches) (lbs)" 3/8 21/2 1.77 1,185 31/4 2.40 1,960 1/2 31/4 2.35. 1,900 4 2.99 2,725 3/4 51/2 4.22 4,570 61/4 4.86 5,645 Design Assumptions: 1. Single Anchor 2. Tension load only 3. Concrete determined to remain uncracked for the life of the anchorage 4. Load combinations from ACI 318 section 9.2(no seismic loading) 5. 30 percent dead load(D)and 70 percent live load(L);Controlling load combination is 1.2D+1.6L 6. Calculation of a based on weighted average:a=1.2D+1.6L=1.2(0.3)+1.6(0.7)=1.48 7. Normal weight concrete:f.=2,500 psi 8, G1=C822:C. 9. h2h„ 10. Values are for Condition B(Supplementary reinforcement in accordance with ACI 318 D.4.4 is not provided). *`Illustrative Procedure(reference Table 2 of this report): Titen HD®,3/8 inch diameter,with an effective embedment,he,=1.77" Step 1:Calculate static steel strength in tension ACI 318 D.5.1=O.Nee=0.65 x 10,890=7,078 lbs. Step 2:Calculate static concrete breakout strength in tension in accordance with ACI 318 D.5.2=OaNb=0.65 x 2,826=1,837 lbs. Step 3:Calculate static pullout strength in tension in accordance with ACI 318 D.5.3=OpNp,,�=0.65 x 2,700=1,755 lbs. Step 4:The controlling value(from Steps 1,2 and 3 above)in accordance with ACI 318 D.4.1.2=ON =1,755 lbs. Step 5:Divide the controlling value by the conversion factor in accordance with Section 4.2.1 of this report: TaltowabA1,ASD=ON„/a=1,755/1.48=1,185 lbs. ESR-2713 ( Most Widely Accepted and Trusted Page 9 of 10 yY"ki Figure 1. Titen HD®Screw Anchor fTr— ac ° p o 0 0 0 o 0 0 0 °o 6 D o o O hnoie hef o hnom •u o � ' 0 o p o o o ° 4 0 O f do Figure 2 -Then HD®Screw Anchor Installation I ESR-2713 I Most Widely Accepted and'Trusted " �' Page 10 of 10 .x .. MIN.3,000 PSI NORMAL OR ' MIN.1%" t _ MIN. "TYP.4 sAND-LIGHTVdmw CONCRETE •:o. o I D..' a 4t• - ��' UPPER, 4 FLUTE MIN. MAX.9' MIN.4h" .20 GAUGE MIIN . .4W STEEL DECK ' MIN.12"TYP. - MAX.1"OFFSET.TYP. LOWER FLUTE FIGURE 3-INSTALLATION 1N THE SOFFIT OF CONCRETE OVER _ PROFILE STEEL DECK FLOORAND ROOF ASSEMBLIES(LOWER FLUTE)r>'- . MIN.3,000 PSI NORMAL OR IN.3y" MIN.s1a"TVP. MIN. CONCRETE a . _ a o IL -9'. •_r �' UPPER MIN. x .. FLUTE '20 GAUGE . .MAX.3" MIN.4fz" �'+ • MIN.4Ys" STEEL DECK e - ° MAX.1"OFFSET,..TVP. s 'MIN.12"TYP.--�. FLUTE - .t FIGURE 4-INSTALLATION IN THE SOFFIT OF CONCRETE OVER PROFILE STEEL DECK FLOOR AND ROOF ASSEMBLIES(UPPER FLUTE)3 4 REScheck Software Version 4.3.0 Compliance Certificate Project Title: New Construction Energy Code: 2007 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1740 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 .Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 7 Graet Hill Dr. - Barnstable,MA 02630 Compliance:0.3%Better Than Code _ x 4 t.+-.� irL 49�������. i � T,P E�.*`�t x r A §�r�.'��°��a • v"�'� C.�E s� • /•• ,x����s - t, ,a .� tv \ t �'.t, ,CaMr dsdi��h 4,f^ ,:? h'i, �',"t/, • ��i# .x, Ceiling 1:Flat Ceiling or Scissor Truss 493 38.0 0.0 15 Ceiling 2:Cathedral Ceiling(no attic) 522 30.0 0.0 18 Wall 1:Wood Frame,16"o.c. 600 13.0 0.0 38 Orientation:Front .Window 1:Vinyl Frame:Double Pane with Low-E 73 0.320 23 SHGC:0.31 " Orientation:Front Door 1:Glass 40 0.340 14 SHGC:0.33 Orientation:Front Door 2:Solid .20 0.280 6 Orientation:Front a Wall 2:Wood Frame,16"o.c. 406 13.0 0.0 27 Orientation:Left Side Window 2:Vinyl Frame:Double Pane with:iLow-E 72 0.320 23 SHGC:0.31 Orientation:Left Side Wall 3:Wood Frame,16"o.c. 600 13.0 . 0.0 46 Orientation:Back 4i Door 3:Solid 40 0.280 11 Orientation:Back Wall 4:Wood Frame,16"o.c. 406 13.0 0.0 29 Orientation:Right Side Window 3:Vinyl Frame:Double Pane with Low-E 51 0.320 16 SHGC:0.31 Orientation:Right Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 870 19.0 0.0 41 Furnace 1:Forced Hot Air 92 AFUE G Compliance Statement: The'proposed building design described here is consistent with the building plans,specifications,and other -calculations submitted with the permit application.The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: New Construction Report date: 12/29/09 Data filename:C:\Program Files\Check\REScheck\tf6799 Lovely.rck Page 1 of 5 0 Name-Title Signature Date ti Project Title: New Construction Report date: 12/29/09 Data filename:C:\Program Files\Check\REScheck\#6799 Lovely.rck Page 2 of 5 f REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes—No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ Door 3:Solid,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist(Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: Project Title: New Construction Report date: 12/29/09 Data filename:C:\Program Files\Check\REScheck\#6799 Lovely.rck Page 3 of 5 ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Mako and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: Li Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class 11(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ;.. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. , ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ' Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and ' mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. i ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional,requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: rl Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: Project Title: New Construction Report date: 12/29/09 Data filename:C:\Program Files\Check\REScheck\#6799 Lovely.rck Page 4 of 5 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window Q factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of th6 circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Construction Report date: 12/29/09 Data filename:C:\Program Files\Check\REScheck\#6799 Lovely.rck Page 5 of 5 J 00 o 2007 IECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wall 13.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): OM°. 1ie Window 0.32 0.31 Door 0.34 0.33 Forced Hot Air Furnace 92 AFUE Water Heater: Name: Date: Comments: t I APVC Guide to.Wood Constrcrctiou hi High IYind Areas: 110 inph Wi/rd Zone Massachusetts-Cieddist for ColulAiance (780 Cn,fR- 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed (3-sec. gust)................................................................... ................................................. 110 mph WindExposure Category................................................................... .................. ..........................................B Wind Exposure Category................E : Engineering Required For Entire Project ......:........:.......................C 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_Z/ stories s 2 stories C/ Roof Pitch .......•.......................:............................................(Fig 2) ..........................................._ y s 12:12 Mean Roof Height ft _33' ................ :.. .:......(Fi 2)................................................Building Width, W ............................................................:..(Fig 3)................................................30 ft 5 80' BuildingLength, L ..............................................................(Fig 3)............................:..................... ft s 80' Building Aspect Ratio (UW) .................:.............................(Fig 4)................................................. 7%/ 5 3:1 Nominal Height-of Tallest Opening2 .............................. (Fig 4)................................................/`ems 6'B" y 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).....:.......................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................................................:.................,....................... ................ ConcreteMasonry ....:............................................................... ................................................................. 2.2 ANCHORAGE TO FOUNDATION I-3• 5/8"Anchor Bob-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........................................:.(Table 4)................................................ Z'f in. Bolt Spacing from endfjoint of plate.....:.......................(Fig 5)....:.............:................. in. _-56"-12"... Bolt Embedment-concrete.........................................(Fig 5)'..........................,..........:........... Bolt Embedment-masonry.........................................(Fig 5)............t............................... in._> 15". Plate Washer................................................................(Fig 5)........................... ...................z3"x3"x%0 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55)............................:..:... Maximum Floor Opening (Nmension....:. ...........................(Fig 6).................................... ft: 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................... Maximum PIoorJbist'Setbacks Suppoiting Loadbearing Walls or Shearwall................(Fig 7)..................:............................... ft s d -Maximum Cantilevered Floor Joists'' Supporting Loadbearing Walls.or Shearwall................(Fig 8).................................................... - f ,k Floor Bracing at Endwalls.........I...........................................(Fig 9).............................................................. .. Floor Sheathing Type ......:....................................................(per 780 CMR.Chapter 55)........................:.......s Floor Sheathing Thickness .(per 780 CMR Chapter 55)....................... 3�_in." Floor Sheathing Fastening.............:........ ........ . ...........(Table 2).._yd nails at J_in edge/L4__in field 4.1 WALLS Wall Height • Loadbearing walls...........:............................................. (Fig 10 and Table 5)............:............::-4 ft 5 10' f� Non-Loadbearing walls.............:...................................(Fig 10 and Table 5)......................... ft 5 20' Wall Stud Spacing ......................................6....... (Fig 10 and Table 5)................... Ib in. s 24".o:c. Wall Story Offsets .. :............................(Figs 7&8).................................. ......._ft s d 4.2 EXTERIOR-WALLS3 Wood Studs - Loadbearing walls.............:..........................................(Table 5)............................ 2x_ - r•ft '[0 in. Non-Loadbearing walls ..(Table 5) .........2z -_ft 'In. Gable End Wall Bracing' Full Heidht Endwall Studs..........:.................................(Fig 10 ........�il'rr ( 9 ).......:..:.................................. tr44►v� WSP-Attic Floor Length.....;...:......:......... (Fg 11}..................................:,........ ?�� ft zW/3 Gypsum Ceiling Length(if WSP not used),...................(Fig 11).................:.......................... ft z 0.9W and 2.x 4 Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11).:......................................... or eiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate- v Splice Length .................. (Fig 13 and Table 6) ....... ft ' �I f. ANIC Giiide to Wood Coiistrrictiorr hi High Hlind Areas: 110»iph Wired Zone' ' Massachusetts Checklist for Compliance (780 CiN4r25301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails).................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall.Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)......... ......................... iD ft in.5 11' Sill Plate Spans ...............................................:........(Table 9)::::............................... W ft_.in.-51.1' Full Height Studs (no. of studs).............:......................(Table 9)....................................................... cam' Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)' Header Spans...... able 9 < ' Sill Plate Spans.... .......................................................(Table 9).................................._)L ft_1n.s 12" . Full Height Studs (no. of studs)...................................:(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 I Minimum Building Dimension, W Nominal Height of Tallest Opening2 ....................................!.......................:................ 8" Sheathing Type...............................................(note 4) c Edge Nail Spacing...........................................(Table 10 or note 4 if less)................ _in. Field Nail.Spacing..........................................(Table 10).......:......................... in. e/ Shear Connection (no.of 16d common nails)(Table 10)................................ ......_ Percent Full-Height SheathingTable 10 ................................................ % J 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).... .............. Maximum Building Dimension, L .� Nominal Height of Tallest Opening Z......................................................................... s 6'8" Sheathing Type......................•........................(note 4) .Va,_ ✓ Edge Nail Spacing....................:.....................(Table 11 or note 4 if less)........................' e's in. - Field Nail Spacing ........ Table 11 e'S' in. ✓ Shear Connection (no.of 16d common nails)(Table 11).:...................................................... . Percent Full-Height Sheathing...... ...........:....(Table 11) ° 5b/o Additional Sheathing for Wall with•Opening> 6'8"(Design Concepts)., ..... J Wall Cladding � • WA. w� ... r............................... Rated for Wind Speed?.............................................................. ........5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .:............ � .(Figure 19) >•.�ft s smaller of 2''or U3 . .................................... ......... Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12) (. San.... //r 1 .... 1-- p If Lateral (Table 12)..5, �.�..�/� L= . plf . .............................. ......... !/ Shear...............................................(Table 12)....jfj"L j-r„r�.. .��*, ' _ Of y— Ridge Strap Connections, if collar ties not used per page 21... (Table 13r.............................T= plf Gable Rake Outlooker..........................................(Figure 20) ............. &ft s smaller of 2'or U2 ' Truss or Rafter Connections at Non-Loadbearing Wails Proprietay Connectors Up (Table 14).... ih#..914= lb. plift................................................ _ . Lateral(no. of 16d common nails)...(Table 14)....��r� �n....�i' f.••••••L lb. Roof Sheathing Type................:.:.............:..................(per 780 CMR Ch p ers 58 an�d/,59) ............ c/ Roof Sheathing Thickness .:..........................�in.Z 7/16"VySP��,4 Roof Sheathing.Fastening....:.......................................(Table 2).....................:................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure.11 c. Uplift Straps per Figure 14 f d. All Straps per Figure 17 e. Comer Stud Hold.Downs per Figure 18a and Figure 18b� 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to.the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. Massachusetts Department of Environmental Protection ADEP Fire number: . of ►qy, �. Bureau of Resource Protection - Wetlands r/ > WPA Form rm 5 - Order of Conditions - •.BCC-0186 Provided by DEP i6lq.. ♦0 D MA'f A Chapter 237 of the Code of the Town of Barnstable ONLY . A. General Information , Important: From: When filling out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for (check one): move your cursor- do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions t To: Applicant: Property Owner if different from applicant): Patricia Hammel Name Name s ream ' 181 Scudder Lane- Mailing Address Mailing Address Barnstable MA 02630 , Citylrown State Zip Code City/Town ` State Zip Code 1. Project Location: --~ A.. 7 Great Hill Drive Wet able ' Street Address !Town 173 005 and 078 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: - Barnstable 16302 .16361 - County _ =y Book _ Page Certificate(if registered land) " 3. Dates: _ } June 7,2004' ,November 9, 2004 NOV 2 0. 2006 Date Notice of Intent filed' Date Public Hearing Closed Date of Issuance 4. Final.Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan 9/24/06 Title a Date p ..d Date Title - rr , Title 'Date , " 5. Final Plans and Documents Signed and Stamped'by:, Robert Drake,P.E. �. . Name a • 6. Total Fee: $55.00 ,4�, (from Appendix B:Wetland Fee Transmittal Form) Wpaform5:doc•rev.,11/17/06 Pagel or x R t„E Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands M"4ANST" WPA Form 5 Order of Conditions Bcc=0186 v MASS,. �* Provided by DEP A i639 prfD MA'S A s' , Chapter 237 of the Code of the Town of Barnstable ONLY B. Findings A s • . Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply, ❑ Fisheries = ® Protection of Wildlife Habitat ❑ Groundwater Supply ®, Storm Damage Prevention ® Flood Control ' . Furthermore,this Commission hereby finds the project,as proposed, is: (check one'of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations;to protect those interests checked above.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with' the Notice of'lntent,these conditions shall control. Denied because: _ 41, - ` ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore, work on this project may not go forward unless and until a new Notice`of.Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. , ❑ the information submitted by the applicant is not sufficient to describe the site, the"work, or the effect of the work on the interests identified in the Wetlands Protection Act.'Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes-measures which are adequate to protect the Act's interests;and a final 4 " Order of Conditions is issued.,A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). ' General Conditions (only applicableto approved,projects) 1. Failure to.comply with all conditions;stated herein, and with all related statutes and other.regulatory ' measures, shall be deemed cause'to revoke or modify this Order: 2.. The Order does-not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state;or local statutes,ordinances, bylaws, or regulations. Wpaform5.doc•rev,11/17/06 _ ! Page 2 of 7 ' Massachusetts Department of Environmental Protection " pEP Fide Number: o� Bureau of Resource Protection - Wetlands BAMSMM = WPA Form 5 - Order of Conditions " Bcc-0186 y MASS. $ Provided by DEP 1639 �0 Chapter 237 of the Code of the Town of Barnstable ONLY B. Findings (cont:) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the'Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance. If this Order is intended to be-valid formore than three. ` years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at Ieast.30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean'fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited,to lumber;bricks, plaster, wire,:lath, paper,cardboard; pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. { 8. No work shall be undertaken until the Order has-become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title' of the affected property. In the case of recorded land; the Final Order shall also be noted in the,,' Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall°be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,."MA DEP"]',, ; "File Number BCC-0186 10. Where the Department of Environmental'Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all"agency proceedings and hearings before'DEP: ` 11. Upon completion of the work described herein,the applicant shall^submit a'Request for Certificate of Compliance (WPA.Form 8A)to'the'Conservatiori Commission. 12. The work shall conform to the plans.and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a -new Notice of Intent. r 14. The Agent or members of the Conservation Commission arid the Department of Environmental Protection shall have:the right to enter and inspect the area subject to this Order'at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for-that evaluation. Wpafa=5.doc•rev.11/17/06 Page 3 of 7 of Massachysetts Department'of Environmental Protection ' oEP File-Number:.o� Bureau of Resource Protection - Wetlandsz' BARDWABILL WPA Form 5 - Order of Conditions. s6;!S9. BCC-0186 v as j Provided by DEP �0 .� a g, a �plEO MA'S a � - ti. ' " ..5 Chapter 237 of the Code of the Town of Barnstable,` ONLY .,., B. Findings (cont.) F 3 , 15. This Order of Conditions shall apply to.any successor in interest or successor in control of the, property subject to this Order and to any-contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work`adjacent to a'Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary,markers shall be maintained until a, {" Certificate of Compliance has been issued by the Conservation Commission: 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas°have'been.fully stabilized with vegetation or other means.At,no time shall sediments be deposited irfa wetland or,4- #� water body. During construction;thd'applicant or his/her designee shall inspect the erosion controls- on a daily basis and shall remove accumulated sediments as needed.The applicant`shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right"to require additional erosion and/or damage preventiori controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of ~f work line has been approved by this Order. • .. -, - , � : } �, y � w�^ fY ... ram"-: . see attached r , r b s y ' Findings asao irri" pal bylaw or ordinance , „ a{ bF:. Furthermore,the f'Barnstable herebyfinds (check one that applies) 4. Conservation Commission " E] that the proposed work`cannot be coriditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation,. ' Therefore, work on this project'ma'iot go forward unless and until a revised`Notice of Intent is ti submitted which w rovides measures hich a p � re adequate to,meet these standards, and a final Order of '�, ' Conditions-is=issued. Z,7 that the following addltiorial conditions are'necessary to coniply with a.municipal ordinance or bylaw, specifically: p � ,. Barnstable Cha ter 237, Code of the Town of� Municipal Ordinance or BylawY, Citation ` 0,P `' S . The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, , k the conditions shall control. Wpaform5.doc rev.]1/17/06 Page 4 of 7 BCC- 0186 Name: Hammel Approved Plan=September 24,2006 Revised Site Plan by Robert Drake,P.E.` This Order is issued in settlement of litigation Hammel v.Barnstable Conservation Commission,Barn. Sup. Ct. No.2004-729A FINDINGS: 1. The Commission finds that the"project"consists of two(2)discrete components: a) physical modifications and improvements on the ground and, b) agricultural use of the parcels: 2. As with the DEP,the Commission finds the proposed project to be agricultural in nature. For this reason alone;waivers to the"Regulation Governing Activity.in the 100-foot Buffer Zone"were granted,as was an . allowance to exceed the Chapter 237 threshold for wetlands fill/replication(2,500 sq ft). In the,event of any future proposed non-agricultural use of the property(i.e.,residential development),Special Condition#8 (below)would govern. 3. The conditions_imposed by this Order complement rather than exceed the requirements established by the conditions in a recorded DEP Superseding Order(SE3-4289),and the combination of:this Order and the Superseding Order constitute.the'conditions under_which the proposed work is to be.performed. r; Special Conditions of Approval I. Preface L Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted'. structures,requirement to re4andscape to original condition,inability to obtain a certificate,of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.The attached DEP Seperseding Order of Conditions also governs.All conditions require your compliance. II. Prior to the start of work,the following conditions shall be satisfied: p.4.1 r 1. Within one month of receipt of this Order of Conditions and'prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the F Commission prior to the start of work. ' t i 3. General Condition 9 on page 3(sign requirement)shall be complied with.' 4. The Conservation Commission shall receive written notice l week in advance of.the start of work. 5. The work limit line shown on the approved.plan shall be staked in the field by the project surveyor/engineer. 6. Trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment'controls shall remain until the site is stabilized with.vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note:the siltation fence must show in the foregrounds (or bottom of the photographs. III. The following additional conditions shall•govern the project once work begins. Note. especially special condition no. 16,requiring verification of the locations of the,4 foundation and siltation fence line: . `. 8. Should the proposed agricultural use cease;a new Notice of Intent application shall be submitted`and a permissive Order of Conditions required for an`y proposed'change of use..This condition shall continue .. over time. t In approving any change in use,the Commission reserves the right to require restoration of disturbed wetland resource areas and the 50400t buffer zone where agricultural improvement and use were permitted. 9.. General conditions No. 12 and No. 13.(changes in plan)on page 3 shall be complied with '^. 10. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. . . . 11. .The work limit shown on the approved plan shall be strictly observed 12. There-shall-be no disturbance of the site, including cutting of vegetation,`,beyond the work-limit. This h condition shall continue overtime. I p.4.2 r 13. The Conservation Commission,its employees;andits agents shall have'a right'of entry to inspect for compliance with the provisions of this Order of Conditions. 14. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution:a future Amended Order does not change the expiration date. , 15. This approval is contingent upon the approval of the Board of Health'for the subsurface sewage_disposal system. 16. Upon completion of the foundation,the project surveyor or engineer shall verify in'writing or by plan to the Commission the correct location of the foundation and work limit line and note any discrepancies from the` approved plan. If verification is in the form of.an as-built plan,the plan provided shall be drawn at the same scale as the approved plan. , 17. Any fill used'for this project shall be clean fill. Fill shall'contain no trash,refuse,rubbish,or debris. ' 18. No CCA-treated or creosote-treated materials shall,be•used. 19. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff: 20. The driveway shall be constructed of pervious material(gravel or shell)or alternate as approved by the R Conservation Commission.. 21. During construction,no area shall be left unmulched or unvegetated for more than 30 days.,All areas - disturbed during construction+shall be revegetated irimediately following completion of work a'f the'site. Mulching shall not serve as a substitute for,the requirement to revegeiate disturbed areas at the'conclusion of work. 22. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer niust be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or `W:I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided„ (not-to-exceed limit=1 pound of nitrogen per 1,000 sq.ft.of lawn per application).Ensure that no fertilizer' g" is spread on hard surfaces like driveways and sidewalks. 23.,'A rail fence shalt be constructed and mainWhed'along the work limit line,demarcating the undisturbed, buffer,zone: ' 24. A dependable portable animal fence shall also be deployed to keep animals from accessing the undisturbed ' buffer zone. ' T p.4.3 25. Disposal of the manure that accumulates in animal shelters and high use areas shall be undertaken by techniques that employ USDA best management practices which do not impact wetlands or the buffer zone. Applicant will notify the Commission of its practices and the Commission after reasonable notice may observe removal and direct applicant to make any removal modifications deemed necessary to avoid wetlands and buffer zone impacts. IV. After all work is completed,the following condition shall be promptly met: r6 - 26. At the completion of work,or by the expiration'of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance: Where a project has been completed in accordance with plans stamped'by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial , compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in a the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a r Certificate of Compliance,an undated sequence of color photographs of the undisturbed buffer zone shall be also submitted. X i p.4.4 INE Massachusetts Department of Environmental Protection � DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 8cc-0186' 9cb. , Provided by DEP Chapter 237 of the Code of the Town of Barnstable : .ONLY B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: a This Order is valid for three years, unless otherwise specifiedas a special condition pursuant to General Conditions#4,from.the date.of issuance. .. Date , This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection,Regional Office (see A n Ix A) and t property owner(if different fro applicant): Sign r y IA On Of Day £: " Month and Year, before me personally appeared ` to me known to be the person described in and who executed the foregoing instrument and ackno edged that he/she exec the same his/her free act and deed. Nota Public rY My commission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail; return receipt requested,on NOV 2 0 2006 Date Date Y W paform5.doc-rev.11/2/06 _ Page 5 of 7 • �IK Massachusetts Department of Environmental.Protection DEP Fire Number: o� Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions BCC-0186 � 039.v mass. Provided by DEP �fD MA'f f► ' Chapter 237 of.the Code of the Town of Barnstable ONLY C. Appeals a, The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10:00). To the extent that the Order is based on a-municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,.the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of.Deeds or the Land Court for the district in,' which the land is located, within the chain of title of the affected property. In the case of recorded land,the a Final Order shall also be noted in the Registry's Grantor Index under'the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court , Certificate of Title of the owner of the land subject to the Oder of Conditions.The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable c - Conservation Commission` } f Wpaform5.doc-rev.11/17/06 } Page 6 of 7 r of'THEMassachusetts Department of Environmental Protection TGyti DEP File Number: o� Bureau of Resource Protection - Wetlands IMMSUBM * WPA Form 5 - Order 'of Conditions . BCC-0186 M"� Provided by DEP` #63A �� e Chapter 237 of the Code of the Town of Barnstable -ONLY D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project.at: -- 7 Great Hill Drive,W. Barnstable, MA BCC-0186 - Project Location a DEP File Number Has been recorded at the Registry of Deeds of: Barnstable t County • Book Page for: P ope Owner ... and has been noted-in the chain of,title of the affected property in: Book Page ; In accordance with the Order of.Condit'ions issued on: ; Date r.n . If recorded land, the instrument.number identifying this transaction is: Instrument Number' If registered land, the document°number identifying this transaction is: Document Number Signature of Applicant { Wpaform5.doc•rev.11/17/06 Page 7 of 7 WAGE :!S; Y-C=s T FF r/I R O F I I_,E N- r1 - E - PRECAST.REINFORCED CONCRETE - DISTRIBUTION BOX 1000 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK INSTALL ON A UAL BASE W MM:CWSDEIC'DON MATERIALS PEA 310CMR ILneW mm"WALL TWOOmi-r o4i 11 M IS CONSUUA lm O ECNEOULL W PVC AND •W w NS=DEIEISON-it Top IOI►D.IL { SMALL EIf1DD A WNSMSI W r ABOK TIE NOW ILE OF THE SP11C TANK AND r a TIE IIDFIOWAE O TIE CUTLET NlOns SMALL K[OUAt 70[Aa SEPTIC TAIK LOG7ED ORECIIr iAJOeI TIE 0,AN-gN OTND1 PAID AT r IEriNW 060W NIM WYM MAwMnL THE DMsiDSUOON UXES FM THE DLSIWNUTM Ba THE SIM PPE ELEVATOR SHALL K NO LESS W"r MOW SMALL ALL HAVE[OJAL NKWIS AS DETUMM BY FW=NO MM THAN r AISNE THE N1ERT ALLYATTa OF TIE T E NSIPoBU7gN is 10 1/E IE10NT d TIE OKIE1BUIla OYYLT PIPL - LINE Q W MIDI ALL LNO HAK BEE!SA=N PLACE . wtm ADAISNEl11 WALL S YAOE ET iDL110 r7M CURI:BIL ra DAB Ma SEPID TAW STALL K►1SULID IEITl ANO 1RilE 7O OMOE tliOE DW K MO IK 1!M INR AIyr EFiK MEroQ W.d Si A LL16 STAKE BAS 171AT WS Bm1 ISOIANG111Y EAIAL DiYATnL OWACTO AND ON TO MUM SOI INCHES OF CRVSED STOE. FLOW VE r�T M[i-� �PLACED 10 DSM SG Ml BENY AND TO E w . 1 �•a.. r Yil-ln•TO i/r WAsNc sme 1 M'71C lAMlf SHALL HAW A ISrBY COIq OF r. 10 1M it MY�d NV.dd WLTMTa NLN �PUbMEABLE r WMM OF "TODWL ME F SD ACCESS POSTS A PLACE D tK mTOI AND o1EA E MILT AID ESV.d S/P-I I/r UMM SIDE M.DON OY1l[Tu lIIi . I E M7NLLT TEL SHALL E WASIRPED SEEN DAS WAFHt awa-�tDNO rDE a_fir:CAPIN r1H_1q1 CMASry NFiT7NTr1 0 Jcfts ABU 71.7 S+� / / M 02aFO0•W `�{•MINI ..1+,.' '.S y�� _ �A 11 _ PPP>We S.A.S. k 5 I Z.O T 1/ g .A+..:.1vAwv ,'l ••::'"•1.E�i•. .� � y 43,602 Bq.fL Total Lot Area «w s 1 Ir.1" ,14 �, TTeG3 IACUB 9C 1:BO,000 q� ''M s• ~- E " •--'� M 7iyB�«•W BTLPr ( +�' \ T _ 1OMN0 mmur.Er OWEALAY CLSIRICD AP OEM DATA ,�' �1 pad W—, SADNC STBASCL STRUCTURE ` .+ d 7 % vw+.s - 70' � LEAW-if Na IETNMooMAB oAPBADE DlapmAL ��, •• orsa FLOW TYPE ,i ``® Mx!REFERENCE 6 PA *J� �� � � ••auaBoa TaAa am - T a.rs �\ • / i ^ IDIE DAY►AM ISDODI COTS C �(//>J ,d'• y DIAP BEY.Mr.14 1SW>) ASSESSM DATA SEPTIC TAW. •�,O '�/`� r xyWgy i1M 773►ABD4 1 ILAOrw rAa1TT � ;Pol a�. �•, I � »>/// GRAPHIC SCALE _ _ \�� ►P R :.'per r BEOIaa NAR / r ' Sa OMMATON DATA FINE OW ►. i , U S!CT WATER 1CaTNMiAM I mW-EC 1 R TEST DATE PUBLIC WA1R UL M PNRLCIM AM AS �+�, ,/ PISS rAw SOU EVAWAIOR CwW.• LOA AOOR r�K •GENQM CONS7RucnON NOTE, FO a WAa 1.�WORKMANSHIP�aTHE TOWN OF TTRIA NF S SHALL CONFORM TO D.E.P.TITLE S THE SUBSURFACE DISPOSAL OF RMES AND IEgMlIONs FOR /• Y . DIM 2 AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE - S I T E 1= LAN O F LAN D PORT$ SDI INCOKT TO WI HIICSH TWELVE I DIES ANY RISH GRA ACCESS PORTS BR/uort TO w0W TWELVE waEs OF FINISH GRADE. Lx S ALL COMPONENTS OF TTE SAwTARY SY61EH SHALL BE CAPABLE OF wT1HSTANDM N-10 LOADING UNLESS THEY ARE UNDEN OR WITHIN 10' CENTERVILLE — HARNSTAHL.E, MA OF DRIVES OR PARKING.H-O:D LI1A0010 SHALL.K USED UNDER OR WYNN 10'OF ORIVES OR PARKING LRIlESS NOlE0. A PItPWE+d bT L THE EXCAVATOR/CONTRACTOR SHALL VERBV THE LOcA7m OF ALL 1 M E L VI N K. R E E D SIT UlLrFIES PRIOR 10 ANY E71CAVA71pN, a SEWER PUBES SHALL BE♦'soNDULE 40 PVC LAID AT om SLOPE BBBL: A.BIIDWW DB1c DEDDMIDCF E4.W98 L ANY MASONRY UNITS USED 70 BRNO COVERS TO GRADE SHALL BE Plry►E►d Br.MORTARED N PLACE. .. 7.FINISH GRADE SHALL HAVE A LNIIMW SLOPE OF 0.02 FEED PER FOOT. - 8te>�f L m►ad 1EEeofateP 4e CEav�7 Lm lW�a IhlmeuW 1"00" IEWED SMOKE.DETECTORS REV �� BARkSTABLE BUILDING DEPT. DATE ., FIRE DEPARTMENT ^ DATE BOTH SIGNATURES ARE RE R PERMITTING 14 -- - fT . T t. i I . - LTI- { I - Ll I�I I -L — — LI Ll JIM] 1 I� i. T J7 TI L. ! E. i" tVA-Tine $CAct/f,'=_,1 -n ZROi T c G Vf OA7 CARBONMDN4X4p MA S�UST@f9 Isf: • �+�M'M�`� c��s i-o nn Wp-M E 73-7= 3765 - .77777777 APPROVED BY: DATE 9:.,v..(J REVISED DRAWING NUMBER ,, ,7 Lrz G fir• ���' - - - r -L'rL '� ' I 11 _LL T = f I ( IT { '. Ellit l- - El I I i Lr r r- Y i —T3 j I SO D O O O ' G p D 3456 \ 3Y56 C335 R.� Aa! A.II `1a'I a8xb8 I?LT - - nnUA Roots W E As oiy _ �+ _ FWG LSD LNG �kQEA 014. orZ �._A_ z: ? o: a . I I R I Q'.-ti, e a T TOAD M IA (5Dt o A I Q 15R�srag s. x 30 NBC n p (oK( 6'UST c v 3YY6t R 3Y4Grt,cN J I , `, E� �r� V is �<pb.E 3or6 t 5 r/ l) ' `° e STD2hloE' .UNi u�srhE7 O O ass tl . 0 ATTIG kGLeSy FIRE Koo- wa's out i q'N!a lt"D t.J-/�F�o u7 '/✓1!„.¢'TT G (3 o - i ­ 77 / ..- Y P S£�ON7> LUD 2 n1 i PA G t `10.P G: f3 Id (3 IA) 3 w D lkeCT LOAVD 6 Cod.,-r_ttc .D-;4Tt�•P 3D X 30"x l a't coa�C.. 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GNt'ASJ — __ NVM .,EIL' RO 6c.tS L t TE Y MIAI ,,.? .LOkJ 6G?D J-.f�rU:GflOR GT t.: hHt P E�200 /Qt1M r ' .SSA r25.,.12oWN - 1 3 Tw,3YyG aX(o..PT` /LC �4 ta.r2£sS.R$ �94.MYJ1 c v_48 oit...:6t+ 2..,70.02 _ rao vL485 tia2ri I ,R s. .a 5 .�.BJy iwtx J o -poo2,_,,..,,...... _._.... ... 9�T ..,...TE27PE72E^D.. .............. ..__._... ., .. . .... .. 4 r_r. 1 I_ r 1 l v 1 1 i a BOOK-01 I �0I RECEIVED AND RECORDED I HEREBY CERTIFY THAT THE PROPERTY ' LINES SHOWN ON THIS PLAN ARE THE LINES t DIVIDING EXISTING OWNERSHIPS,AND THE W SEP 15 P 3t 49 LINES OF THE STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS REGISTRY OF DEEDS OR WAYS ALREADY ESTABLISHED,AND THAT I' a NO NEW LINES FOR DIVISION OF EXISTING, UGHN F MEADE 1 . OWNERSHIP.OR FOR NEW WAYS, ARE SHOWN. ?3 t REF. C.41 S.81 Z1A%-M G.L. 5uK n PW4 DANiF.L� X'T' TWO Pd' �s 8 A o�n A .•� e>r � g DATE DANIELAA"'FS'JAtA, P.I.S. �Q bq h FOR REGISTRY USE LOCUS MAP NOT TO SCALE SCALE 1'=2000't ASSESSORS MAP 173 PARCELS 78 dc5 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN.ON COMMUNITY PANEL 0250001 n 0015C DATED 8/19/1985 o a HUNTER HILL RESIDENT ASSOCIATION z OWNER OF RECORD BOOK 6873 PAGE 24 t ui -------------- o PATRICIA S. HAMMEL 181 SCUDDER LANE S81 WETLAND �� U BARNSTABLE, MA 02630 / 75'25'E REFERENCES WETLAND\ DEED BOOK 16361 PAGE 29 S7626' ','` - DEED BOOK 16302 PACE 15 1 \ ``A � � \ i 487.4T9 E ' � `\` V UPLAND R A WETLAND TNS OP STpNE WAC( TOWN OF BARNSTABLE w _ BOOK 6873 PAGE 13 TOWN OF BARNSTABLE 6jp 69 P 4 BOOK 6873 PAGE 13 CB FND �c' a n` �`.\` 1yE.44NO' `\��. _ --- r �-_ - N BRADFORD W. TRACY �w 1n ro --,!'^`� -----1 z BOOK 6219 PAGE 342 c N W _ a 1n _ :'EDGE - A go. o - AN' w z w o w $n fyE• .EDGE ` —CULVERT �� UPLAND S85.04'33'E Y' q °-•-------- 4 m N `� 572.8T REMAINS `O 'N< ow ohm UPLAND '1 i \ -____________ t t'' I RA NE -____- ' n FND ^� WALL z 238' _r 1 ---------" = r _ � 30'E STAKE ' 317.28' 1 i CULVERT n, '; --; UPLAND W y m°> O PARCEL 1 -, ' :48.09' N66• WETLAND\ \� �L ' .` i . t i WETLAND r I 5 W 4.9 UPLAND a TOTAL AREA: 723,133 s9.tt. (r �-' c ` _i 1'� I _ '1241'S6 --__ r_`SO.Tg•8 ROX, OR 16.60 ACRES `\ ``t ( ir•- ,i l `��15�6 %� N79'45�4• y' C; \CB FND JGl Y✓t' UPLAND ` �: W \ 1 J0 nq'1'O f i t i N6p7�p"I, t4p�,� C/ry6;•_�-_ _ ,`' WETLAND ' i ,�\ - _ ' AJl• Y7 ` _ .'}"'� JAMES & BETINA 1 ST7.4U 55 - / ROYCE INTERMffTENi�" �� 0 IP&CAP FND _ i STREAM. 1 % -_- ----------------------------- PAGE- _ --_,_______ �.� . . 182 . . .N85'0 . _ WETLAND gpg.80 %� .BOOK 12678 S86'00'43"W ARK ON JAMES F. FENNER ET ALo•�,A TL 789.14' -___-__-___- _✓ Li O1 BOULDER JUDITH L. NOLAN BOOK 9967 PG. 82 O CULVERT z 513.11' w - -� BOOK 2544 PG. 125 TOWN OF BARNSTABLE C8 FND g a ROBERT L. NOLAN DEED BOOK 4936 PAGE 339 CHRIST CHAPEL INC. xi N BOOK 16291 PG. 248 BOOK 4230 PAGE 123 o - reY 1—AQcE` b. 1S O E m l�o't'' Co►-tFa rt.► K die, _ �AQCtc�-S -78 PLAN OF LAND AT \C�W Fl 5�1�%►E`t Cam, 7 GREAT HILL ROAD WEST BARNSTABLE PREPARED FOR 1 CERTIFY THAT THIS PLAN WAS MADE IN PATRICIA S. HAMMEL ACCORDANCE WITH REGISTRY OF DEEDS REGULATIONS EFFECTIVE JANUARY 1, AUGUST 26, 2009 1976. AND AS AMEggl.Q..&NUARY 7, *11 508-362-4541. 1988. .acr GowncoDeficom . � DANIEL SCDIe:I'=80' aNa wo Cope engineering,ine. „Ko.40980 o 40 so ue 16o 200 FEET' C%Vi/ engineers o"r N 0 land surveyors �� s39 MOIn Street (Rre 6A) YARMOUTHPORT MA 02675 -� DATE DANIEL A. OJALA,P:L.S. a 02-336 HAMMEL 81X.DWG OOCE$02-336 SYSTEM PROFILE EMCOMPONTEH BE NOTESEKDW MAGNETIC 20' DIAM MIN. WATERTIGHT SECURE C.I. 20" DIAM MIN. WATERTIGHT SECURE C.I. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS _APPROX, NGVD (GIS SPOT ELEV.) GUrf om � ACCESS COVERS TO FIN. GRADE ACCESS COVERS TO FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS AVAILABLE one o�f�6' 72.75' PROP. VENT 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. i ddler L So 70:4 63.9 MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQ ED OVER SYSTEM 66.7 MINIMUM .75' OF CO f CULTEC #410 GEOSYNTHETIC 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE 8" MIN. DIAM "PRECAST H-10 (r,P� FILTER FABRIC COVER AASHO H-2Q PROVIDE TEE 4"OSCi40 PVC OVER UNITS ��ok Street 20 pip LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. Locus . 4"SCH40 PVC ,: , ' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH r7 10• WATERPROOF t4• 310 CMR 15.000 (TITLE V.) Ponds *68.75 10• WATERPROOF 14• 61.4' TEE 10D0 GAL H-20 TEE 65.55' ce ne o� Three MIN. 68.45 TEE l000 GAL H-20 TEE 68.20' MONO-POUR o 000000000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �s SEPTIC TANK PUMP CHAMBER o DErAIL) �o�oo,00°,o,�°,o�o o° 0.25' a ACME OR EQUAL GASH GAS BAFFLE & _ o 00 0 0 0 0 o BE USED FOR LOT LINE STAKING OR ANY OTHER TUF-TITE EF-4 65.74' 7' 65.3 PURPOSE. 'f'o o` EFFLUENT FILTER y':, •:• `' " OVERALL DIMENSIONS OUTSIDE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. :...,..;. .. :. ( ) 6 "MIN. SUMP PROVIDE SPLASH PAD OF UNITS: 16'x 4' (NO STONE of OR EQUAL o 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0-0-ow 0 o C o 0000000000 0 0000 0 0 000000000000000000000,000000000c 12 MIN, TNT. DIAM. PROPOSED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 4, 0 0 0 0 0 o c o„o„o„ „ UNDER INLET WITHOUT INSPECTION BY BOARD OF HEALTH AND w DEPTH OF FLOW = O�O^O�O^O^O O^O^O�O^O�O, � C 6" CRUSHED STONE OR MECHANICAL �o COMPACTION. (15.221 [21) TEE SIZES: 6" CRUSHED STONE OR MECHANICAL PROVIDE PERMISSION OBTAINED FROM BOARD OF HEALTH. INLET DEPTH _ COMPACTION. (15.221 [2]) POURED IN 5'O 11'9 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFEVERIFYING THE OUTLET DEPTH = 14" PLACE BOOTS LOCATION OF ABLL NDERGROU DD& OVERHEAD UTILITIES LOCUS MAP j AT INLET AND PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE SCALE 1"=2000't OUTLET ( 1.87L SLOPE) ( 1 % SLOPE) ADJ. G-W EL. 60.3' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ( 2 X SLOPE) REMOVED 5' BENEATH AND AROUND THE PROPOSED 53.4' BOTTOM TH-3 LEACHING FACILITY. ASSESSORS MAP 173 PARCELS 78 & 5 FOUNDATION LEACHING 14' SEPTIC TANK 376' PUMP CHAMBER 55' D' BOX 4' FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE C EL. 65.9' 10" 40 MIL POLY VINYL AND MASTIC J ON INSIDE OF RETAINING WALL ,• NOTE: CONDUIT FROM GARAGE REQUIRED (6) #3 BARS CONT. FOR HORIZONTAL REINFORCEMENT (TYP) ALARM AND CONTROL PANEL ,4.0;. 2" CLEAR TO BE INSTALLED INSIDE 5.0 EL. 63.8' BUOYANCY CALLS: INV. IN 1000 GAL H-20 PC WEIGHS 14500 LBS BUILDING. ALARM TO BE ON SEPARATE CIRCUR FROM PUMP 1000 GAL. H-20 S 2' PRESSURE LINE ,;,: �•, ,, #3 BARS 12" O.C. FOR 3.65 x 9 x 5.25 x 62.4 = 10761 LBS UP (OKAY) _ VERTICAL REINFORCEMENT 700 ALARM ON RESERVE+ WEEP HOLE DRAIN BACK TO PC 12 FLOAT SWITCH SETTINGS: PUMP ON CHECK VALVE �•. 2" CLEAR 4' WORKING RANGE 8 ZOELLER "WASTEMATE" `60.9' BASE ELEV. 4" SUBMERSIBLE MODEL M282 1/2 HP PUMP �8. _ PUMP OFF 12 SYSTEM (OR EQUAL) .: :.. •� o�o� �� �� �� T HOLE L OGS NATURAL SOIL PUMP PUMP CHAMBER ENGINEER: DAVID FLAHERTY, R.S., SE2755 CONC. RETAINING WALL (NOT To SCALE) DONNA MIORANDI, RS GROUNDWATER ADJUSTMENT DATA: WITNESS: NOT TO SCALE DATE: JANUARY 29, 2009 WELL: SDW-252 EXIST. D < 2 MIN/INCH ZONE: B DWG _{ PERC. RATE = ADJ: 2.9' _ CLASS I SOILS P# 12446 NOTE: ELECTRICAL CONDUIT FOR ALARM TO BE RUN ALONG SEWER LINE. VERIFY PROVIDE STOR-BURN OR COMPOSTING ELEV WIRE SIZE WITH ELECTRICIAN. r 1 . ELEV. ELEV. 4 ELEV. � � � � REMAINS OF WALL AND RIDGE LINE TOILET 63.6 p 2 63.6 0" 3 63.4 0 63.4' PROPOSED H-20 1000 GAL. ST WATERLINE TO BE 10' MIN FROM opt SEWER LINE - - - -A3o - -- - "'- 317.70' A A A A H-20 w. _.__ ` 11000GAL Pc ('Tl LS LS LS -x- I\ I -- c� •-••-•--•--•-•.•-•G - �--- ~- ------ - PROP. WATERLINE 1 OYRs3/2 1 OYR 3/�L` 1 U fR .3/2 10 n ,)/�i - ;<o-as -f - `� _,,.,,__....�' - - \ �64.43 p VARIANCES REQUESTED FROM 6„ 6" 7„ 6„ EXIST. GRAVEL ''-- r�...._� \ 4t ,69 5' REMOVAL OF UNSUITABLE SOIL REQUIRED BARNSTABLE BOARD OF HEALTH REGULATIONS: --------_L_-_ --- -R` � R��' •�a__- ''� AROUND PERIMETER OF LEACHING FACILITY B B B B I \ 1 70.18 etr , x Al �'A ___ �164.1 s DOWN TO SUITABLE SOIL LAYER. REPLACE � SEC. 360-1: REDUCTION IN SYSTEM SETBACKS TO '°'2 PROP. GARAGE 1 - 6Q129 x _ _t `� 73.15 I \ I -x w FOREMAN'S APT. ' 70 18 • 68.01% A13•� •66.59 \ _- --__ \ _s` -� 63. 7,\ TM CLEAN MA D, 70 MEET WETLANDS PUMP CHAMBER TO WETLANDS, 100' TO 56.2'; LS LS LS LS x---�-+ / \�� ----si�Q_ SPECIFICATIONS OF 310 CMR 15.255(3) UPLAN� 9 • 71 0.42 0� 1 '§@ ��•• -�-__ \�63.8 SAS TO WETLANDS, 100' TO 72'; RESERVE 100' TO 72'; 1 OYR 6/6 1 OYR 6/6 " 1 OYR 6/6 1 OYR 6/6 I , � T. .7 ,,;� � \ , ! �,� 1 A 66 PIPE �x - --e,��g _ _ SEPTIC TANK TO WETLANDS, 100' TO 72') 36 60.6 34" 60.7' 34 60.5 J 7�8-�3.27 73.01 I N • 70.72 �7004 / 1 '�' �. - - - x o x x - �g 81 POSSIBLE PIPE (LOCATE AND 36 60.4 _ i/3.2�2"56 031 �i •68.55 )AA -��63.31 �, \\ a p M 9\\ SEAL WITH CONCRETE) C 1 C 1 C 1 D2 1 I , A14� 66.79 \ ?' s C 1 D1 i • 72.25 ' ' 72.11 /,+ x�� +/ / \ �• \ \ \ tP < .6 PERCV CS CS PERC CS CS 2,90 D4 7z•3��7 .74 \ /x /T / A14 67.04 • 63.89I 3 59 �O, 63.23 PROP. CONC RET. wa.L (OR 1 OYR 6/4 1 OYR 6/4 1 OYR 6/4 1 OYR 6/4 7z.77 15 +y7 f.�35 ..� + EQ.) AT 5 OFF SAS IN --.6 A7 62.07 0� �' \ �` \\ AREA SHOWN (SEE DETAIL) 9.95 A16 67.2a , 78" 7.1' 76" 57.4' 72" 57.4' D 14 / / 7P293 A217. s \ R I o I TH✓ TOP AT El. 65.9' 7. � A20 67. 7 �& '�/>� � OBS G-W OBS G-W OBS G-W OBS G-W 72.27 J %/ D5 l 72.0\ I A22 `70az \0.31 , , `Skis• I I o, \�� \�.13 102" l 00" 82" 100" / \ I \ \� Q -Al 7\�38 `� .4 A6 77- 1 �--• - - --� \ 1I 1 \ �09-� A�S.°: , .- - � � C2 C2 C2 C2 �,� / •63.30 • 63.41 I �r BENCHMARK: USE C. BASIN FS FS MS FMS ( D13 \ �6,7 �9 '04 / �69 43 \ 1.89/ AT ELEVATION 62.2' 2.5Y 7/3 2.5Y 7/3 2.5Y 7/4 2.5Y 7/3 ` \ A23 70.3 / \ 62.68 3.82 • 62 2 •61.57 �\ UPLAND D6 \ 71101 / (70.54 03 •63.06 6 . 5 58 '% PROP. VENT WITH CHARCOAL FILTER D12 72.25 D\11 A2'"t z1 0 1 9 •s .73 62.4111 AND BUGSCREEN (FINAL PLACEMENT B 120" 53.6' 120" 53.6' 120" 53.4' 120" 53.4' ^71 1 1 6 44 CONTRACTOR WITH HOMEOWNER D8 7D10 �11 31 \ 71.51 4 ^ry •6 62.19�,(61.77 CONSULTATION) ! �; \ D11 �a18�9 / \ • 63.49 N o62.04 �71.61 • 34 -0�61,74 SYSTEM DESIGN: • 72.12 (71.82 2.28 $ 71.58 \ 82 GARBAGE DISPOSER IS NOT ALLOWED DF 16 2009 ' I f/3.3' g18 �%A54.60 DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD T�+ -- _ _ -�z s 1'94� er54.97 ,� USE A 220 GPD DESIGN FLOW** t -7719 01/62.31 • 59 Ci 54.71 **2 BEDROOM DEED RESTRICTION REQUIRED SEPTIC TANK: 220 GPD (2) = 440 USE A 1000 GAL. H-20 SEPTIC TANK ALLOWED UNDER 15.262 2 a TITLE SITE USE A 1000 GAL. H-20 PUMP CHAMBER (MONOLITHIC POUR) (SHOWING GREYWATER SYSTEM) LEACHING: OF 3 CULTEC FIELD DRAIN C4 UNITS CONSISTING OF 1 ROW OF 3 UNITS, FOR TOTAL OF 160 EFFECTIVE LEACHING AREA. 160 x 0.74 = 118 GPD 7 GREAT HILL ROAD (GREYWATER SYSTEM ALLOWS UP TO 509: CREDIT) WEST BARNSTABLE LEGEND- PREPARED FOR 99 - EXISTING CONTOUR X 99•1 EXIST. SPOT ELEV. PATRICIA HAMMEL MURPHY 99 PROPOSED CONTOUR off 508-362-4541 I fax 508-362-9880 ZNOF,y,1S FA`s"� S,s MARCH 31 , 2009 198.41 PROPOSED SPOT EL. downcape.com © � � � q• DANIEL DA REV. 6/22/09 (FILTER) °� A cyGN �o� NIEL cyGN TH1 down cape engileef/178 14C. o OJALA �+ o A Scale: 1 - 40 l N OJALA -TEST HOLE CIVIL civil engineers o No.46502 o No.4)980 11111111 2� SLOPE OF GROUND land surveyors �.� a�° �`�� °op o I , MAME 939 Main Street ( Rte 6A) Fssr NAB E �Nof ?1\1 APPROVED DATE BOARD OF HEALTH 0 20 40 60 80 100 FEET �� UTILITY POLE �p-�• YARMOUTHPORT MA 02675 FIRE HYDRANT DATE DANIEL A. OJALA, P.E., P.L.S. 0 2-3 3 6 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 02-336 SILT FENCE ASBLT.DWG(SBO) T.REINFORCED CONCRETE ►�- �� .� _ — �� ►�.� ►�.. �~ `�e �� IF` 1E �j - �9 0�.� PRECASDISTRIBUTION BOX 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK INSTALL ON A LEVEL BASE MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINIMUM WALL THICKNESS = 2" TOP FOUND. EL ' TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION - 12" SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT OTHER AND AT 2" MINIMUM BELOW INLET INVERT. MANHOLE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION OUTLET PIPE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTir1ENTS SHALL BE MADE BY FILLING WiTH DURABLE wATeR 7KiN7 COVER SEP7iC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE AND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE INV. EL LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVETS ARE OF COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE. EQUAL ELEVATION. ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY FLOW LINE x LEVU HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT tar trw. ~� 2' MIN. — 1/8" TO 1/2" WASHED STONE SETTLING. INV. EL SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". 10' MIN. LtQUra OEPTH YIN. 8" INV. EL SuwP INFILTRATOR THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE I iNV. EL _ 2' COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS + EFF. DEPTH PORTS BEING PLACED AT THE CENTER AND OVER THE. INLET AND INV. EL 3/4" — 1 1/2" WASHED STONE OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE S.A.S. m LONG x WIDE x_EFT. DEPTH WITH HIGH CAPACITY INFILTRATOR CHAMBERS r�ttnrl�Hilt !u 4 �r• .Rac Pond. t , 5 y'. `Tox SUbsta B �� M 8238' CIa a Y Hili 30 W Qokout , t�pp O Water •r O t Tank , 0P�i, Radio / 317•T0 ''lower &A•q3 1 r"T�9'O.g O ► �: u j� /� 'Public S'AS. , ` '� _ 'N M1-� 9. IG;• Landing ""... - � 43' � � .,p^gc� =fix •� ` 43,602 sq.ft. Total Lot Area 300 • ... .., __ • 3 USGS LOCUS SCALE: 1: 25,000 0� �i + 1d Cl) � 1 1 141 r N 84'08 06" E 48.09' tp w__M 5g.78 I cp ._ -" PROPOSED ` DWELLING � �• RECORD OWNER: � MELVIN K. REED 159 DONEGAL CIRCLE ` •�� ; CENTERVILLE, MA 02632-2703 38`F s 4, ; ,'• ZONING DISTRICT: RF DESIGN DATA: ''`• N OVERLAY DISTRICT. AP � Proposed Drivewoy .� ( t BUILDING SETBACKS: FRONT — 30' STRUCTURE 6 i sy'eeM SIDE — 15' S s� �� -n�.►N5 REAR - 15' t TYPE N0. BEDROOMS GARBAGE DISPOSAL , REFERENCE DEED: DESIGN FLOW .fig t F _'��� •., -rLI. BOOK 7356 PAGE 200 �� �• v o ; FEMA DATA: t ZONE "C" PANEL 250001 0015 C • �` ,',�L4___. _.._•, .--- ,,. V.4 (MAP REV: DUG. 19. 1985) SEPTIC TANK � - �d'o, �Z.46 ASSESSORS DATA: � 0X% r DATA- MAP 173 PARCEL "8 LEACHING FACILITY sow' r � � I Ste. �� �� �6Z•O'1 i r GRAPHIC SCALE 20 0 10 20 . 40 eo REFERENCE MAP: ` 8� �9. ,� SOiL OBSERVATION DATA: `•� 30, • y, of CAPE COD ` WATER TABLE CONTOURS IN FEET ) AND 9 ' PUBLIC WATER SUPPLY \ `• '' _ 1 inch = 20 ,.it TEST DATE WELLHEAD PROTECTION AREAS �� ,��� Plan View SOIL EVALUATOR SEPTEMSER 1095 ___� __ � WATER RESOURCES OFFICE _ i�l�a►• Gp •• ��cF�� A1L B.O.H. AGENT CAPE 000 �"�"" GENERAL CONSTRUCTION NOTES EXCAVATOR 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 PERC/RATE AND THE TOWN OF :ia_�, 1-rAS1,3S RULES AND REGULATIONS FOR , THE SUBSURFACE DISPOSAL OF SEWAGE. COL 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE ° WHITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS � T E �' LAN � � L.A N- I PORTS BROUGHT TQ WITHIN TWELVE INCHES OF FINISH GRADE. I1�T 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF C E N T E R VI LLE -- B AR N S T AB LE, M A WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING UNLESS NOTED. Prepared For: 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL �/� ]� ]�,V�C N � �L �.� SITE UTILITIES PRIOR TO ANY EXCAVATION. 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. Scale: As Shown Date: December 24, 1998 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE Prepared Hy: MORTARED IN PLACE. Stephen J. Doyle and Associates 42 Canterbury Lane, East Falmouth, MA 02540 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER F007. Telephone: 508/540--2534