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HomeMy WebLinkAbout0101 VINEYARD ROAD A� 1 4� i; I I; r.. i ' ALTERNATIVE AN-1I 57 „ Slow Date. Town of Barnstable 4 Y' 200 Main St. Hyannis,MA 02601' 1�r v "• y Re:Permit# u'Village. tr 3•* �z"�" R v g•� t / The insulation/weatherizarion work at ; V � x :�.� has been'completedain accordance with 780CMR ry- sX. : .W �,, a�.� : ,•r r y' - Regards, d r� tit �� s y # a e z` '��yE 'a • ,: y. 3 ,� Y -€ �.rs ' tea: F• Timothy Cabral, # President ; CSL-105454 .e C ' 58'RDICKINSON STREET, L' FALL.RIVER,:MA 02721 (508);567-4240,E I ALTERNATIVEINEATHERIZATION@EMAIL COM'4. !. a eb � t Town of BarnstableBuilding ' 'fix" p �• � µ;::" .` i sRAPJN8rA Post This Card So That it IsVisible From the Street Approved Rlans Must be Retainedon Job and this Card Mustbe Kept v b � Posted UntilMFinal Inspect on Has Been Made ' y ,gPermit '�or� Where a Certificate�of Occupancy`is Required,,uch Build g shall Not„be Occupied until a Final Inspection has been made Permit No. B-19-3920 Applicant Name: ALTERNATIVE WEATHERIZATION INC. Approvals Date Issued: 11/22/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 05/22/2020 Foundation: Location: 101 VINEYARD ROAD,COTUIT Map/Lot. 015-008-002 Zoning District: RF Sheathing: Owner on Record: MCGRORY,ANIK&PEEK, KIRSTEN MAN. Contractor Namec ,ALTERNATIVE WEATHERIZATION Framing: 1 INC. Address: 96 SOUTH AVENUE 2 NEW CANNAN,CT 06840 § Contractor.License:. 175683 •• Chimney: Est Project Cost: $8,690.00 Description: Weatherization Insulation: Permit Fee: $94.32 Project Review Req: t Fe'e Paid: $94.32 Final: �. Date f 11/22/2019 3 Plumbing/Gas � .� Rough Plumbing: ftN i " Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months Rouh Gas:after issuance. g All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall1be in compliance with the local zoning,by laws and codes. This permit shall be displayed in a location clearly visible from access street46r�road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Wn X � The Certificate of Occupancy will not be issued until all applicable signatures by he Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ROu h: 1.Foundation or Footing _ � - g 2.Sheathing Inspection Final 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health 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. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ptr Application number Pf ��L( // "T'y Date Issued. ..................... '.. .. ....................... Building Inspectors Initials s...� ................ .` , ��v, �Zp V .. O O a arceJ. TOWN OF BARNSTABLE r EXPEDITED :PERMIT APPLICATION ROOF/SIDING/WINDOWS/DOORS/TENTS/STOVES/WEATHERIZATION PROPERT'YAnpRMATION ' a Address of'Project: b . - . ... NUMBER:�� '... . r STREET ;', UII�LAGE Owner's Name: 1 r�-�e PI�.fZ Phone NumberCoC /„ Email Address: SSC1�� @ © "oYl [l w¢- G1yI'\Cell Phone Number Project cost$ �( 6 Check one Residential Commercial OWNER'S AUTHORIZATION- T _ As owner of the above.property,rI hereby authorize to make application for a building permit in accordance with 7$ MR �..' Owner Signature: L G� Date: TYPE OF WORK Si A ' indow inSulation%Weathenzation'.d ❑ , ❑ Doors (no header change)# Commercial Doors:require.'ari'inspector's�revie v' ❑ Roof(not applying more than 1.layer of shingles) Construction Debris will:be'going to y CONTRACTOR'S INFORMATION.' - Contractor's name , r„ r Home Improvement Contractors Registration(if applicable)# . �i (attach copy); Construction Supervisor's License# (attach copy) £ s F Email of Contractor Gt;� P,1"i'tGLfilvGftJR l- 1�1'7l. PhOon_enumber "7IP- 70s, ALL PROPERTIES.?HAT HAVE::STRUCTURES OVER15 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN. - 4 A HISTORIC.DISTRICT,YOU MUST OBTAIN HISTORIC APPROVAL BEFORE PERMIT CAN BE ISSUED. APPLICATION NUMBER...............................................: *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does'the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent ' X ;-A X X Additional tent dimensions can be attached on a separate piece of paper. Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s) of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am--9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APP ICOT9S SIGNATURE An Signature (/ Date �� 8 All permit applications are subject to a building official's approval prior to issuance. DocyS'ti n Envelope ID:E16F6435-B404-488D-BB9C-82217A81304E Town of Barnstable Building Department Services ae�`sra �; * , Brian Florence,CBO r£b rsA� Building Commissioner 200 Main Street,Hyannis,NIA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder. #, KIRSTEN PEEK , as Owner of the subject property hereby authorize hl-PTAahy-e.: U)QAAM to act on my behalf, in all matters relative to work authorized by this building permit application for: 101 Vineyard Road Cotui# (Address of Job) P DoauSigned by: Signature of Owner tgnature (Applicant Print Name Print Name -11/5/2019 110:24 AM PST , .Date , f . r - The Commonwealth of Massachusetts = Department of Industrial Accidents a 1 Congress Street,Suite 100 Boston, MA 02114-2017 www mass.gov/dia . Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print LeEibly Name (Business/Organization/Individual):ALTERNATIVE WEATHERIZATION, INC.' Address:2 LARK STREET City/State/Zip:FALL RIVER, MA 02721 Phone#:508-567-4240 Are you an employer?Check the appropriate box: Type of project(required): 1.�✓ I am a employer with 16 employees(full and/or part-time).* 7. ❑New construction 2.F1 I am a sole proprietor or partnership and have no employees working for me in g. Remodeling any capacity.[No workers'comp.insurance required.] 3.F�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. ❑Demolition 4.F�I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole l l. Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. ROOF repairs These sub-contractors have employees and have workers'comp.insurance.t 6.E]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[E Other INSULATION 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE Policy#or Self-ins.Lic.#:XW058867158 Expiration Date:06/07/2020 Job Site Address: 4mya City/State/Zip: AA Attach a copy of the workers'co pensation policy declaration page(showing the policy number and expi ation date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under e s and alti s��feury that the information provided above/is true and correct Signature: Date: Phone#:508-567-4240 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: T DATE(fdM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE i 015/24/19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED,BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS,WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CUNIACT NAME: Anthony F.Cordeiro Insurance Agency PHO(A/C.NNo Ext: 508-677-0407 AAiC No): 508-677-0409 FallPleasant Street ADDRESS: HSouza@Cordeiroinsurance.com Fall River,MA 02721 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual INSURED INSURER B: Ohio Security Alternative Weatherization INSURER C: Ohio Casualty 2 Lark St Fall River,MA 02721 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SD WVO POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR MMMAUt U HLN I L PREMISES(Ea occurrences S 300,000 MEO EXP(Any one person' S 15,000 A Y Y BKS58867158 06/07/19 06/07/20 PERSONAL a ADV INJURY $ 1,000,000 nGEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY❑ PRO- ❑JECT LOC PRODUCTS-COMPlOP AGG S 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ B OWNED X SCHEDULED Y BAS58867158 06/07/19 06/07/20 BODILY INJURY Per accident $ AUTOS ONLYN AUTOS ( ) X HIRED NON-OWNED PROPERTY DAMAGEAUTOS ONLYAUTOS ONLY Per accident) $ $ UMBRELLA LIAR 1XI OCCUR EACH OCCURRENCE $ 1,000,000 171 CLAIMS-MADE Y Y US058867158 06/07/19 06/07/20 AGGREGATE $ 1,000,000 rEXCESS DED I I RETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICERIMEMBER EXCLUDED? a NIA XW058867158 06/07/19 06/07/20 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Action Inc and NGRID,USA,its direct and indirect parents,subsidiaries and affiliatesshall be named as Additional Insured on commercial General Liability and Automobile Liability polcies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN NGRID USA ACCORDANCE WITH THE POLICY PROVISIONS. 40 Sylvan Road Waltham,MA 02451 AUTHORIZED REPRESENT ©19 -2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Cons` � erVisor i CS-105454 .. [empires: 05108/2021 !. TIMOTHY CAR/ _ 1 58 DICKINSON S FALL RIVER AQII1 Commissioner r Office of Consumer Affairs and Business Regulation 1000 Washington.Street ---Suite 710 Boston, Massachusetts 02118 Horne lmprovemeftuContractor Registration t Type: Corporation r` Registration: 175683 ALTERNATIVE W EATHERIZATION, INC. - Expiration: 05/28/2021 2 LARK ST FALL RIVER, MA 02721 ' Update Address and Return Card. SCA 1 0 20M•05/17 Office of Consumer Affairs&Business Regulation ' HOME IMPROVEMENT CONTRACTOR _ Registration valid for individual use only ` TYPE:,Corooration before the expiration date. If found return to: Reaistiation Expiration Office of Consumer Affairs and Business Regulation 175883 05/28/2021 1000 Washington Stre Suite 710 ALTERNATIVE-WEATHERIZATION,INC. Bi ton,MA 02118 TIMOTHY CABRAL 2 LARK ST ^ FALL RIVER,MA 0272•"- V Ot Va Withou signature Undersecretary , - •- ,v-•yr ..^v...•a;.. e-ua*., i,e•ti.+;. ..„. ..:•q .. :er..;r-.: .. .- ..,a -s,,..:..... -s, -..;+e: r.. ..: s:... y.,...:r.,- . sa„`..,r.n.,v,«r:i+t^YS;+.•...: � .oFTHE r � The Town of Barnstable o� BARNSTABLE. Department of Health Safety and Environmental Services t639 `0� PrEo �.. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection l 5i�Nl Location Permit Number J ' f Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: r I�A'tod 41, l / h �1ca� P , y► G'r�4�/- vP, GcJ,� L #E1 i 4/9) UcOd r 62V*6c4 CXAV-ACAP ADY )-5 47 mY.44,4 Please call: 508-86862-4038 for re-inspection. Inspected by I/ ' i Date qli 101 v r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ti " Map /.1 y Parcel d � yd aZ Permit#-J'1�05/4' Health Division�Z� 7-?,q a �yv ` bate Issued Conservation DMsion / 2- 1 r . ' y� Fee Tax Collector Treasurer l lD ..p "y: SEPTIC SYSTEM BUST BE INSTALLED 99 COMPLIANCE Planning Dept. " TITS Date Definitive Plan Approved by Planning Board l'1/' NLUWAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis k. ,Project Street Address _4VA1-_Ill nPz1r5 �dhl17- Village (,�7)1 T ` 'Owner V1 y m 2 S 05 5AI 5 C 29_1)✓k�l Address G�Mno. YL��• 11P,(.t1 (_-?n .a m G/� Telephone Z©�✓ " � — 7 qS—7 OloM n Permit Request IKU ov1,_ _' ey_ P 7> Square feet: 1st floor: existing proposed 26d floor:existing Z1M proposed 3 Total.new�&o Estimated Project Cost 0&1 sw. Zoning District j Flood Plain G 3 Groundwater Overlay Construction Type GU4a7 Lot Size Grandfathered: ❑Yes ❑No, If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes t(No On Old King's Highway: ❑Yes No ° ` Basement Type: XFull ❑Crawl 0 Walkout ❑Other _ Basement Finished Area(sq.ft.) :" Basement.Unfinished Area(sq.ft) _ ?77 U'7� Number of Baths: Full: existing new Z Half:existing ' new . t , Number'of Bedrooms. existing _.new-# ' ._.3 y Total Room Count(nolincluding baths)'existing new First Floor Room Count Heat Type and,Fuel: ❑Gas to Oil (J Electric ❑Other Central Air: )4Yes ❑No s Fireplaces: Existing ` New Existing wood/coal stove: ❑Yes No ..Detached garage:❑existing ❑new size Pool: ❑existing 0 new size Barn:❑existing 0 new size Attached garage:O existing new size 2.1x 3(g Shed:0 existing 0 new size Other:. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use --�l BUILDER INFORMATION Name Telephone Number Az& - 01/� Address n�l fii ely License# (I I Z 6<_? V77/ir. L, /V D 13<"" Home Improvement Contractor# Worker's Compensation# i4k)4 1-7 q!�-G/- 6,-0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO' SIGN URE '��� .DATE FOR OFFICIAL USE ONLY PERMIT NO. t . _ 4 ✓ y _ } DATE ISSUED MAP/PARCEL'NO. •' [7 - r'��.'' .,-- ° 3 ''' , E , `� `t, F. �x • • is r t• � . "e .. p /•• � ° • ' ADDRESS ' F•"4 - d`" VILLAGE - iy of - r.. OWNER }, 's v DATE OF INSPECTION: •FOUNDATION - - ti t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL !�"F GAS: YROUGH I FINAL ; 3 r , M! FINAL BUILDING »t , i�1!' D + DATE.CLOSED;OUTcr ASSOCIATION PLAN NOkv . .,. . ; a ' {i 3 't �4 The Town of Barnstable P`pF THE Tp�� BAR ASS. E. MASS. Department of Health Safety and Environmental Services Y>, 9� 639• \0m "lFO Mpg Building Division 367 Main Street,Hyannis, MA 02601-.. Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of InspectionY � Location /a/ J/-P7)a It A Permit Number 4 Owner v Builder One notice to remain on job site, one notice on file in Building Department. The following items Jneed correcting: y 1'0' wklp-�r. 86ale , ��eooY W-i VY C, r t ;l v-\c- r.(A%A<, 1 V 14N 'r- - O 1 J FV f1r4 rk I:A-0- WoeA' 31A;K5 aJ enn wmk S 1::4 j P.1RA dP�l A-V� Q Uw,),i)I C. SfiC to M-C415 Please call: 508-862-4038 for re-inspection. Inspected by ' W G Date 5L 116 G 1 r . .- . .. -�...-..._.r.:,�-r".f.e...,.,.,,..-y,:]�..,.ta�r��nP`�.-r-^.r.•�.,�-'ve.>-w�,e�.+,.s:�t ,�v+ d� �'�''�_: ^�0 �+1. -`��Kv�-^ ..1+..-ter.+,,....-v-f✓.-�rnro..sn.r.+r...vv... �..-.-a. -i �TME m The Town of Barnstable BAMSTABM Department of Health Safety and Environmental Services iOrEc�-" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: 'iWUlJ t-S��sAh R�nv��\T_ Map/Parcel: O(S-()M— _ Project Address: 10 (Q ()'1hQ.31WA Builder: �J W �� ��( �y-Ap 5 The following items were noted on reviewing: lIII CAD Please call 508 862-4038 for re-inspection. Inspected by: Date: q:building:forms:review A l OFtHE T DATE: ti FEE: * BARNSTABLE, 9 MASS. 1639• ,0� REC. BY ATF° '"A Town of Barnstable S CHED. DATE: /Z—7d Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION f / Property Address: /�)/Q Vr110�'il J�I�C/ C/ Assessor's Map and Parcel Number: Size of Lot:_ �y 0 i Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME:��(/t Li j i9� Lh lr Phone �7�/ U rf 7 Did the owner of the property authorize you represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: (JS ( S(?y71) Name: Address: S29 f Q .. V IkOC, a%l Address? �5 �Aj Phone: �() l/o/ — 7z2 Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ' Chec list(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of floor plan submitted(e.g. house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request app Iicatlon fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside - dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems(only if no expansion to the building proposed]). Variance request submitted at least.15 days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph. A. Murphy, M.D. Q:/WP/VARIREQ t , i aPTHE - - The 'down of Barnstable . ri.,R..�„X" ALA9 Department of Health Safety and Environmental Services ram' Building Division 367 Maim Street,Hyannis MA 02601 Office: 508 790-6227 Ralph Crosseu Fax: 508-775-3344 Building Couunissio= For office use only r Permit no. Date AFFIDAVIT HOME MWROVEMENT CONTRACTOR LAB! SUPPLEMENT TO MRMIT APPLICATION MGL c. 142A requires that the"reconvauction,alterations,renovation,repair,modernisation,conversion. improvement, removal, demolition, or consm,ction of an addition to any pre-odstiag owner ocmpied building containing at least one but not more than four dwelling units or to stnx totes which are adjacent to such residence or building be done by repstercd oontractors,with oertain cxocoons,along with other requirements. Type of Work:��,VeJW ESL Cost Z y� n Address of work: Owner Name: ! /t U Date of Permit Application:�7 I hetebiv certify that: Registration is not required for the following reason(s): Work exluded by law I&under S 1,000 Building not G%Ixr-occupiod Q"Mer pelting own percu:t Notice is hcttiby givvrt out: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR ARPLICABLE HOME IMPROVEI-MW WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply fo rmit as the agen f he oµmer: l( a Dat ontrac[ me RebstOod No. OR Date Owner's frame Al- �44 = Department of Industrial Accidents 0 W. I OlTtceal/Irlrestigaltons V 600 Washington Street 1 Boston,Mass. 02111 Workers' Comenation Insurance Affidavit ern c�nt%trrf`arnrs� :&%%//��//%%//`P.JoSeMr name: location: city phone# ❑ I am a homeowner performing all work myself. ❑ lamas 1 etor and have no one working in amr capacity I am an emplover providing workers* compensation for my employees working on this job. company name: L&rzL11yo S 8 U1 1-12 1 11 4 address: city. r /QZt 3< phone#: 2J 40%7 insurance co. L = nlicv ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below-who have the folloning workers'compensation polices: companv name- address: dty: phone#� - imvrnnce cn. olicv#.. company name. address: city- :.... phone#' .... .. insn"nce co. ;....:. :i::>.>...:: .,..olicv# <::::;r;:`><:<.::.;::> Fallure to secure:coverage as required under.Section.25A of MGL 152 can lead to the imposition•of criminal penalties of a dn'e up to S1,500.00 and/or one years'imprisonment is well as civil penaiderin the form of a STOP WORK ORDER and a ilne of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Ottice of Investigations of the DIA for coverage verification 1 do he y I under p d penalties of perjury that the information provided above is tru,,and correct ,Signatt�ne D� l� - Print name /�//LIPi3lA�h�//�/l/ Phone# `7 Z� 72�'7 ofQtjal use only do not write in this area to be completed by city or town ofndal 'city or town: permit/license# ❑BtilIding,Departmead ❑Ucensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health DepartmuU contact person: phone#; ❑Other ([emw 9195 P1A) i . - "moo--� { ... � '- � •,f w. y r � s BOARD-OF BUILDING REGULATIONS License CONSTRUCTION SUPERVISOR 1I' Numbbeer_'tSd 012653 - I.r —a- � Bi da Z/16/a 954 ' Exnres.t07;6/20.01 Tr.no: 11689 estncted'To: 00 i P NICHOLAS A LAGADINOS ' • 13 THANKFUL LANE' �:• "`'. COTUIT, MA.02635 Administrator 4 44 ' -3/� momixaouueal�o�./�/amac%vella HOME IMPROVEMENT CONTRACTOR Registration: 104804 Expiration: 7115102 Type: Private Corporatio LAGADINOS BUILDING 8 DESIG Nicholas lagadinos 13 Thankful lane ADMINISTRATOR COtult MA 02635 ti MAScheck COMPLIANCE REPORT I f Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstabie STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-20-2000 DATE OF PLANS: 11-20-00 TITLE: Scannell Addition PROJECT INFORMATION: Scannell Addition 101 Vinyard Rd. Cotuit, MA 02635 COMPANY INFORMATION: Lagadinos Building and Design Inc. 13 Thankful Lane Cotuit, MA 02635 COMPLIANCE: PASSES u (-- Required UA = 652 Your Home = 566 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1981 30.0 0.0 70 , WALLS: Wood Frame, 16" O.C. 3200 13.0 0.0 263 GLAZING: Windows or Doors 292 0.360 105 DOORS 83 0.400 33 FLOORS: Over Unconditioned Space 1981 19.0 0.0 94 HVAC EQUIPMENT: Furnace, 85.0 AFUE ------------------------------------------------------------------------------- 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 requirements of the Massachusetts Energy Cade. The heating load for this building, the cooling load if appropriate, has been determined using the app cabl Standard Design Conditions found in the Code. a equip t selec d to heat or cool the building shall ben gr er th 12 t f the esign load as specified in Sections 8 13 J .4 Builder/Design Date -vl 9 dO 13Dvd Kv 89;6Z:8:3W11 00/IZII 1 :3-0 09LZ09L805{#XV_q:01 S0NIOtl`JV7 JIOIN:H0a:i , MAScheck INSPECTION CHECKLIST Mdssachusetts Energy Code MAScheck Software Version 2.01 Scannell Addition DATE: 11-20-2000 Bldg.1 Dept.1 Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ 1 1. Wood Frame, 16" O.C., R-13 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.36 For windows without labeled U-values, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ) No Comments/Location DOORS: [ 1 , 1. U-value: 0.4 Comments/Location FLOORS: [ ] I. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] I. Furnace, 85.0 AFUE'or higher Make and Model Number AIR LEAKAGE: [ ] j Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: I. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can 5 do 3 3ovd WV 99;6d;9:3wt1 OUIM t :31vO 09LZ09L805L#:Vd'01 s0N[(3v0vl)1oiN.w0NE 2 he determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and.heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ I Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ 1 Thermostats are required 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 orxfloor.:.shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125W of the design load as specified in Sections 780CMR 1310 and J4.4. ( ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 209.1 of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ) HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 ( ] ( CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-11, 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 9 AO 9 30vd WV 99:6Z'8;3wi1 0011ZIL L :31tla 09LZ09L809 Li-=J;01 soNiavOrl 310iN:woad 100-130 0.5 ( 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- g do y 30vd WV 89;6Z'9'3wU 00flZlll 31VQ 09LZ09L8051RX'd'01 SONIC3VOWINOIN;w0a,j 13 Thankful Lane Cotuit,MA 0263 50"28-4097 Fax 508-428-770 November 20,2000 Bamstable Building Dept. Window S.F.sizes and U values for Scannell Addition Cotuit,MA. Qty. Location and Size U Val"' S.F. Total SY Garage 3 2953 Casements .36 11.10 s.f. 33.3 s.f. Master Bath 1 2541-3 triple casement over whirlpool .36 7.47 s.f. 22.4 s.f. Master Bedroom 2 2953 casements .36 11.10 s.f. 22.2 s.f. 1 2953-4753-2953 casement composite with 40.22 s.f. 40.22 s.f. 1 4724 Circle head over 12.56 s.f. 12.56 s.f. 1 7282 French Hinged double operating door see below Family Room .36 Tee below 1 7282 French Hinged double operating door Entry and laundry .36 11.10 s.f. 22.2 s.f. 2 2953 Casements Bedroom over garage 2 29534753-2953 casement composite with .36 40.22 s.f. 80.44 s.f. 2 4753 Circle head over 12.56 s.f 25.12 s.f. 3 2953 casements 11.10 s.f. 33.30 si. Totals 291.74 s.f Doors 2 7282 French Hinged double operating door .40 41.80 s.f. 83.60 s.f. Call with any questions. Thanks, Nick Lagadinos 9 J0 9 35tld WV 99:6z:e;3w11 Oorl-/;t4 31tlQ 09LZO9L8051AXVd:01 SON1Ob JV7 TIN 44081 bankt k Brorw», I'.E: � �0 189 Ndrbor Pwn1 Rd. CunaiagW4 MA 02637-0361 • c� �—�• �,�� c fig. -ao f `43 vs ' ! alp `�t- -To f3E/�v 4s c` t 5 ;c t o :-I--$ 42 R Z•g/ l �' ►b 6 �Ilj Eu.45 It wa- � wpG= 15 A. 29 9f7 A v 15 K '1. x 1 t 0-C = 1234 us rl 3 CA I la `D ��� } 3 .5/ 1 w o L= 15 n.Cp + 15 x a + %5 K t c 5 K 4- ` S w`L z . Coo ,c !n -Ic 4-d A 1:a + S d ic-4. "C2 ,t t'L.C> = S Z. h sc 4U t o nck l 2. N` t 1 C�(,Wt-2,VLS t0ui S �� DANIEL E. R L i q RRAMAN r"TR ® 1 ; 1 L ® S sl NAL i } 1 i {� RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman; P.E. Job: Scannell Residence; Cotuit Steel Code: AISC 9th Ed. ' SPAN INFORMATION: Beam Size (User Selected) W16X36 Fy = :36. 0 ksi Total Beam Length (ft) = 24 . 00 1 0 Top Flange Braced By Decking LOADS: Self Weight = 0. 036 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 5.00 3 . 00 0.00 2 :47 Yes Yes 19. 00 3. 00 0. 00 2 . 47 Yes Yes Line Loads (k/ft) : Dist1 Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0.227 0.227 0. 000 0 . 000 . 0. 491 -0.491 SHEAR: Max V (kips) = 14 . 51 fv (ksi) 3 . 10 Fv. = 14 .40 , . MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 81 . 6 12 . 0 0. 0 1 . 00 17 . 33 24 . 00 17 . 33 24c00 Controlling 81 . 6 12 . 0 0.0 1 . 00 17 . 33 24 . 00 --- --- REACTIONS (kips) :' Left Right DL reaction 6: 15 6. 15 Max + LL reaction 8 . 36 8 . 36 Max + total reaction 14. 51 14 . 51 DEFLECTIONS: Dead load (in) at 1200 ft = -0 .286 L/D = " 1006 Live load (in) at 12 : 00 ft = -0.393 L/D = 732 Total load (in) at 12 : 00 ft = -0. 680 L/D 424 RAMSBEAM V2 . 0 - Gravity Beam Design i Licensed to:. Dan Braman, P.E. Job: Scannell Residence, Cotuit Steel Code: AISC 9th Ed,; SPAN INFORMATION: M Beam Size (User Selected) = W10X15 , Fy =: 36. 0 .ksi OTotal Beam Length (ft) = 12 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 015 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 i 0 . 00 12 . 00 0.327 0 . 327 0 . 000 0. 000 0. 552 0 .552 SHEAR: Max V (kips) 5. 36 fv (ksi) ' = 2 .33 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft - fb Fb fb Fb Center Max + 16. 1 6: 0 0. 0 1 . 00 13. 99 24 . 00 13 . 99 24 . 00 Controlling 16. 1 6. 0 0. 0 1 . 00 13. 99 24 . 00 -- --- REACTIONS (kips) : Left Right DL reaction 2 : 05 2 . 05' Max + LL reaction 3 . 31 3: 31 Max + total reaction 5: 36 5: 36 DEFLECTIONS: Dead load (in) at 6: 00 ft = =0. 080 . L/D = 1803 Live load (in) at 6. 00 ft -0. 129 L/D = 1117 Total load (in) at 6: 00 ft = 0.209 L/D = 690 i RAMSBEAM V2 . 0 - Gravity. .Beam Design Licensed to: Dan Braman, P.E. ! Job: Scannell Residence;. Cotuit Steel Code: AISC 9th Ed. ` SPAN INFORMATION: Beam Size (User Selected) = W10X12 Fy = '36. 0 ksi OTotal Beam Length (ft) = 12 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 012 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL ' Top Bottom 3 . 50 2 . 05 0. 00 3. 31 Yes Yes SHEAR: Max V (kips) = 3 . 87 fv (ksi) = 2 . 06 Fv 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb , Tension Flange - Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 13 . 5 3 . 5 0. 0 1 . 00 14 . 83 24 . 00 14 . 83 24 . 00 Controlling 13 . 5 3 . 5 0 . 0 1 . 00 14 . 83 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction' 1 . 52 0 . 67 Max + LL reaction 2 . 34 0. 97 Max + total reaction 3 .87 1 . 64 DEFLECTIONS: Dead .load (in) , at 5.40 ft = -0. 068 L/D = 2124 Live load (in) at 5. 40 ft = -0. 104 L/D 1388 Total load (in) at 5. 40, ft = -0. 172 L/D = 840 J I BOISE CASCADE - BC CALCT"" 99 DESIGN REPORT f Thursday,September 28,2000 09:37 TRIPLE - 1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - SCANNELL RESIDENCE Customer -;ARCHITECTURAL INNOVATIONS Address - 101 VINEYARD ROAD Specifier Designer - Joe Madera City,State,Zip - COTUIT,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B4 Member Diagram standard Load (PSF - 40/10 Tributary 1 -00-00 c vS 3250# LL 3250# LL 900# DL 900# DL Total Horizontal Length - 12-06-00 General Data Load Summary Base Unit Feet/Inches ID Description Load Type Ref. Start End Live Dead Trib. Dur.. S Standard UnfArea Load Left 00-00-00 12-06-00 40 10 13-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 12969 ft-Ibs 66.2% @ 100% 2 1 -Internal End Shear 3624 Ibs 37.6% @ 100% 2 1 -Right Slope(in/ft) 0.00 Total Deft. U 308(0.486in) 77.8% 2 1 Tributary(fl) - 13-00-00 Live Defl. U 393(0.381in) 91.46/6 2 1 Repetitive - n/a Construction.Type - n/a Live Load(psi) - 40 NOTES: Dead Load(psf) - 10 Design meets Code minimum(L/240)Total load deflection criteria. Partition Load(psi) - 0 Design meets Code minimum(U360)Live load deflection criteria. ' Duration(%) - 100 Minimum End bearing length is 1.5 in. Disclosure The completeness and accuracy of r the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation: BCi®and Versa-Lam®are registered trademarks of Boise Cascade Corp. ` 4 BOISE CASCADE - BC CALCTm 99 DESIGN REPORT d Thursday,September 28,2000 09:45 File DOUBLE - 1 3/4" x 11 7/8" V-L SP 2900 Npme; ARCH INN SCA B5.BCC Job Name - SCANNELL RESIDENCE Customer -`ARCHITECTURAL INNOVATIONS Address - 101 VINEYARD ROAD Specifier - Designer Joe Madera City,State,Zip - COTUIT,MA Company: - S epley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - BS Member Diagram standard Load (PSF - 40 10 Tributary 02-00-00 r:. >,<:.,:;.,::1J.rtt;.n:.:.R..:srry�:r:::n}>.�::<:.,.•,,::...,.^. ....:.+r:.. ,.....>. .. .....,.......r.... .. ....., ....,....,... ........ .....r:>.,.:>. .,Ck k.. ,r. .3:, r':<..4,•ar,r»:..t.>::,'.':.:..,Y ,.. ,., .....a x ...:... ...o a.,,.r.:,.�s.et:,.,..:,:,.,4.. o....,...t ..... c. ...r. � e... £a :f...t..s,. .`�.r., <:��:>: >•:'o-. ...V. J ,:�..., ....... ...k.`n. ,.a .w.S..u.,.�:,r..<.... .r. ...�:o.<,..... ,r.:.<«.., .a. .¢, ;. .Y::'v,.:•:k::}:t°d:: ::'.i.> '4:s:, >.>:�..., 1560N LL 1560d LL 14500 bL 14500 DL Total Horizontal Length - 12-00-00 General Data Load Summary I Base Unit Feet/Inches ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 12-00-00 40 10 02-00-00 100 Member Type: - Floor Beam 1' WALL Unf.Un.Load Left 00-00-00 12-00-00 0 120 n/a 100 Number of Spans - 1 2 DORMER ROOF Unf.Area Load Left 00-00-00 12-00-00 30 15 08-00-00 115 Left Cantilever - No Right cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope(In/ft) - 0.00 Moment 9030 ft-lbs 39.5016 @ 115% 3 1 -Internal Tributary(ft) - 02-00-00 End Shear 2514 Ibs 27.26A @ 115% 3 1 -Left Repetitive - n/a Total DeO. U 600(0.2401n) 39.9% 3 1 Construction Type - n/a Live Dell. LH 159(0.1241n) 31.0% 3 1 Live Load(psQ - 40 bead Load(psQ - 10 Partition Load(psQ - 0 NOTES: Duration(%) - 100 Design meets Code minimum(1-/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Minimum End bearing length is 1.5 in. The completeness and accuracy of the Input must be verified by anyone 4 who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions;please call ^ ' (800)232-0788 before beginning product Installation. BCIO and Versa-Lame are registered trademarks of Boise ` Cascade Corp. - ly EX C ' TOWN WATER AVAILABLE _ � ISTIN � 92 / / COTUIT 3 (NOT IN SERVICE) - WELLP50• AS/LOT 8-2 BENCHMARK AS/LOT 8-1 AREA= 146,I00fSQ.FT. \ w �� � ��,� 0 wv WATER ,VALVE (VACANT) �� _ _� I D4 ELEV. =97. 7(ASSUMED) c 97 98 Y� 98 � 2 ��/ ql -C D EXIS i INC ° CA T V �Z GRA VEL DRIVE WA Y q I 1 p LOCUS !lNDA ION ,¢�101 r ' $ ELEV.=100.0'(ASSUMEDJ � O) ,� p' 0�� LOCUS MAP $�4' ASSESSORS MAP- 15 4 PLAN REF 11542-4, LOT 49 sir 10W GAL ZONING: ••RF•• 13. I2 1 i71.8 '�I \ \ rAHK I ry0 e� I FLOOD ZONES: "C" & "B" CB �j \ (TO BE PUMPED, ��o• p PROPOSED COMMUNITY PANEL CRUSHED & FILLED) �\ ADDITION TI Irk 250001 0022 D LWAMy ER OLD HOUSE Ems, DATED. 7102192 S/7S PLAN c O I4 "\ \ 1 OVERLAY DISTRICT AP" ro O r . � 0 V � Ow 0 ~ O SAS Cli 89 5830"E ❑ L7 D g p � 10.00 SITE AND SEPTIC PLAN 9 ,9 ¢ LOCH TED A T.- AsiLaT a-s � 101 VINEYARD ROAD o (VACANT) / CO TUIT(BARNSTABLE), MASS. \ \ 0 �I NO VEMBER 16, 2000 � I � w I N OF v \ \ O WILLIAM YAWEE SURVEY CONSUL TANTS O i� LIEBERMAN �, P.O. BOX 265 GRAPHIC SCALE �� �� �;,,; UNIT 5, 408 INDUSTRY ROAD MARSTONS MILLS, MA. 02648 40 0 20 40 so I60 �\ \ I .\oFESC SST NG� PH.(508)428-0055 — FAX(508)420-555J JOB NO. 52535 IN FEET ) \ � - I inch = 40 ft. CB I SH 1 OF 2 a S EL. =_100__ MP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. PHVH 1/8 PER FT. 2"LAYER OF 99 CONCRETE COVER 1/8"-1/2"" WASHED S7VNE EL=99 4" CAST IRON PIPE MINMUM PO17CH114'�PERT FT i 36" CLEAN SAND MAX FLOW LINE 5'. EL=96.8' !O' 18' MAX RUN INVERT 1M N 14" — ° EL'.= 97 cas INVERT LEVEL °°°° c INVERT BAFFLE EL•=96.55' INVERT 6 UM INVERT o 9 ° Cl o o- o . o ;a o o°°o° = 94.0 EL.= 9_6.8 EL.= 9_6.45 EL. 4 (7» BE PLACED ON Fl" BASE) DISTRIBUTION EL =ss_ 4 — CHAMBE'RS 8'6",LONG X 4. 10" iDE MArHANICALLY COMPACTED OR 6" of S70NE BQX BY 34" HIGH ( 2 EFF. DEPTH) -� GALLONS { 70- BE WATER TESTED / 12.B3' X 53.9' X 2' TRENCH FORMA TIO SEPTIC TANK IF MORE THAN ONE OUTLET a " PLACE ON 6" SrONE WA4SH D S7t1 SOIL ABSORPTION - PROFILE OF - SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM` § B0770M OF TEST HOLE ELEV=___-- NOT TO SCALE NO OBSERVED WATER ,r ` OBSERVATION HOLE ,fl ELER=_98_ OBSERVATION HOLE 12 ELEV=_93 _ , PERCOLATION RATE _ 'MIN./ INCH AT 4B__/B"INCHES PERCOLATION RATE -<?-_ MIN./ INCH �s DEPTH TEXTURE DEPTH TEXTURE boo 0-2' LOAM AND:SUBSOIL 0-2'` LOAM AND SUBSOIL (� CLEAN MEDIUM SAND 2'-6' CLEAN MEDIUM SAND SN OF,yam GENERAL NOTES !3, NO WATER ENCOUNTERED O EL .85' 13 �� oy • n y � NO WATER ENCOUNTERED O EL BO' W I LLIAM s a h L►FE3ERMAN y 1) ALL WORKMANSHIP AND MATERIALS SHALL. CONFORM TO D.E.P. ��c a�° q- TITLE 5 AND THE TOWN OF ____ RULES AND s10 RECULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. r P NUMBER__ 4085 " L� 2) ONE CO VER ON SEPTIC TANK SHALL BE BRO UCHT TO WITHIN 6" OF FINISHED CRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 3106185 SOIL TEST DONE BY P. SULGIVAN (BARTER & NYE) 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY- ''JAMES CONLON, B.B.O.N. WITHSTANDINC H-10 LOADINC UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE + DESICN CALCULATIONS: USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . 6. . . . . . . - 4) ANY MASONARY UNITS USED 719 BRING COVERS TO CRADE SHALL GARBAGE DISPOSAL . . . . . . . . . NO BE MORTERED IN PLACE. , 710TAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH USE 4- 500' GALLON LEACHING CHAMBERS ( UO__GAL/BR/DAY x 6___ BR) 660 CAL/DAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 4'.APART WITH 4"''OF 3719NE SIDES AND ENDS REQUIRED SEPTIC TANK CAPACITY 1500 CAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. AND 4' BETWEEW AND 2' EFFECTIVE DEPTH 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR (53.9' LONG X,12 83' Ti7DE X 2' DEEP) SOIL CLASSIFICATION . 1 IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE < 2 MIN./IN. " PRIOR 710 COMMENCINC WORK ON SITE. EFFLUENT LOADING RATE . 74 GAL/DA Y/S.F. 7) CONTRAC719R IS 710 VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 716 CAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 716 CAL/DAY 8) PARCEL IS IN FLOOD ZONE___"C" &_'B" . • BO77VM (53 9 X 12.83 X .74)= 511 CA41DAY TO WN WA TER A VAILABLE 9) LOT IS SHOWN ON ASSESSORS MAP _15_ AS PARCEL _ 8_2__ • SIDES (53 9 X 12.83) X 2 X 2 .74 = 205 CAL/DA Y (NOT IN SERVICE) 707AL = 716 CAL/ DAY JOB 52535 J T � y z 0 el z � U a --3xly - ._z.Wr-"nP r^fTE Cp ,� i u�Ya"ol�c �L-�Wl���tE.�THlr1�.� t-�mF �IlrJcyLes BIZ -Zxli GOLD -flES cr l'i'O•G. IJ�`�'FP-�jl.Irl�L. ._- IxBrll�rA_,_-4A IbV. 0<•1 �:• FYxgl_.Inl%L. e-;o r�'r.n' ��� --...-----'� — - �FFI�`�e'dfH IJ/coNT �''1'T-tCi PL'(W l�:�V2Fl•R--otJ -, N - � � z �I4z'Itt bkf(�imlo'e.�. �i f1EW s r � w ExTER.-T t�4ALl (.hM�T gEI�K�M 1J o W 'IYL° L..14elL./W_'e-Pc pLYwy N.�.�rylll Ea _p�' (see aEGTIoN s1) -- o'feel-.INSL. - 1L I IZ"x12'cy.W•�Icilof •• I I I I .� t olu rl..TF_ o/crrz C M- I II I 1 SFE Pl�r n b o I f1'�HI PLPvI IIEW - FULL %YZ'VVc b'VIA COOL. B'rWY rvu►z;p cov,Ja• �IINCYC7olNo'fl N/+LLo�1 B'xk.' 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