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HomeMy WebLinkAbout0314 WAQUOIT ROAD fly GJ �c-o � �- ���* �pcc.o ���-,���.. -- New �Ip� I -- -- / - i Town of Barnstable Building , u^ t�" 9.^,.-s"'-m,...,�'�,�" �,'�R",'.' "".�7 ... y - ,:;�""-• �- ,.°^v,.*• �,++�.-. ..,. «..' .-r r"a'�.""'.:�t995 PostsThis Card So That�t is VisiblerFrom;:the,Street Approved Plans MuMAM st b.e Retained on Job and this`CartlMust be Kept ;1 �'-HAR. ' .-r:=', €,,•.- ,. §s...�-a =h2'"s'S'..v nr:.a` `3# '� ,' „'k s �.,. •;r;«'i*- r`.:., s .: y a mal In Posted Until F s ect�on Has Been,Made ^� �'� �� � �` � ' n -. .lb3P �� +" '.;� `3..-;n` aw�^��..p#'"="'.Si�`e.n z..,;.:��' «,.-.. �.e`er�F:.�r I :',��-r� �r".:#,�� .� �"?' "*" �'".., �� .• .'�r,��v�`�,• .::-� .*r�°� .. . ,+" # - t. Permit . +', ° Where a Certificate:ofbOccunanc`V{�s Ite u�red,such Buildm shallNot be Occupied until a;,Finalanspection has been made ,° ' ".;:«F•e++;as'La.°" ' Permit NO. B-18-2350 Applicant Name: VOLLMER! PHILLIP MARK&JUDITH M Approvals Date Issued: 08/07/2018 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and over Expiration Date: 02/07/2019 Foundation: Location: 314 WAQUOIT ROAD,COTUIT Map/Lot: 006-037-002 Zoning District: RF Sheathing: ��� 7 Owner on Record: VOLLMER, PHILLIP MARK&JUDITH M �' � °s r' Contractor Name Framing: 1 0, Address: PO BOX 64 `M v, Contractor Lcense 2 COTU IT, MA 02635 . Est Proiect Cost: $3,000.00 . - . Chimney: Description: construct a 16'x18 shed` rPermit Fee: $85.00 '•` Insulation: Fee Paid.,) $85.00 Project Review Req: j Date 8/7/2018 Final: h . ` Plumbing/Gas r Rough Plumbing: Building Official , _ Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by his permit is commenced within x:months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application:and the,+approved construction documents for wfiic14 tliis permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspectio for the entire duration of the work until the completion of the same. rx Electrical TheCertificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ` s ' . 1.foundation or Footing• ;_ � "; ,• �a Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. S Health 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 x, Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT e Akf Wd.it--r,.us��c. Aow c-D 3 S Application Number ............................................ .— rrMAM* Permit Fee....... :.....................Other Fee........................ TotalFee Paid............................................................... ...... Approval0 .On.. � . TOWN OF BARNSTABLE `P�� �••••••••• ........ ». jBUILDING PERMIT ...�L Q.. .... .......Parc&...: APPLICATION Section I—Owner's Information and Project.Location Project Address 3 f l "k*N 1 U v>71age l r Owners Name Owners Legal Address �l � 0 �� �� city C•ICM L State zip Owners Cell# J"� " /`� E-mail Section 2-Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling \ Section 3 Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use- Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler Systevm ❑ Addition ❑ ,R fining wall El Solar � C. � C G ❑ Renovation El Pool El Insulation � � Other—Specify Section 4 -Work Description T Act nndated:2/9/201 8 j. Application Number.................................................... Section 5—Detail Cost of Proposed Construction 000, Square Footage of Project ot`f f Age of Structure A)Pk) Dig Safe Number v # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6-Project Specifics ❑ Wining ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing [] Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney' ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last mdated 2/92019 Tot 'I�I.T'. � d+Y,vuysa WYF�!:. y�W, ltiRfel .Y 7 r ! BENCHMARK t tTlnl ' AA jj'�'� •� 1 ? I��I h._ IfJ cq!mr" �S?M'�1f b I I ��j i MAG SETurEli>,..,:• Q! . LEGEND 1oa54 99,18 '0 98.40 t k 1 0,61x ►-? „ E1 11 Dle.t N11 ; x 99,37 N 82•2 10 1 TP-4 t \0 200.00 TPrt333.5"- ..ear, 16 .' car 6 i;G 0 t •°" (RESERVE TP 2 R S, t 0 .4! / _ - 100 x - - 'PROP. 7 SEPTIC 102• ?• TANK *< x 988 15' N GARAGE PROPOSED 102,49 ! m PROPOSED' 1'� T.o.s.=t02.8 HOUSE to 102:8 T.O.F.=103.8 x 101,48 7`a J0077 ca SPIKE SET 12'x14' i !: x o . DECK 1'00,54 1 ® m tv z 101.7..6 x 102.6 `w l00,74 x patio17 10 ,14 SPK SET t1, . �' �'ta9e b` x 103.28 o/ a4h a m N\\ OF M SS9e, m x 100.46 a`� 10. PETER T. ✓' 0 ,48 Lot 106 r� xio2. � � � EE CIVIL 11, 40,600.4 SF. No, 35109 o.st 00. o x 10 ,15 , G1S(E� 2. j 6 F M a S P 100,4e Parcel 37--2 A 13. 110� 100.57 SPK SET 51 103.54 B Dt!I FOD PR FLOOD PLAIN DATA MAP NO. 25001CO752J REVISED: JU'LY 16, 2014 ' 2150.00 Pre are ' NON—HAZARD � ZONING CLASSIFICATION: ZONE RF R�BAR FN GND $ 82?r 0 W ij Engineering by: SETBACKS: FRONT YARD=30' / ; OWNER OF RECORD Engineering _.__ outs t io KAAPV At ,Ii inITH Vnl I MFR .., ,.,__.... :_ The Commonwealth of Massachusetts Department of IndustirialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 ` www mass gov%dia Workers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plumbers Applicant Information n�/ ,,ll, Please Print Legibly Name(Business/Organ /��FKI�ization/Individual): 0 I 0W Address: City/State/Zip: At Phone#: iJ 70 Are you an employer?Check the appropriate box: Type of oject(required): 1.El am a employer with 4. I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor me in an capacity. employees and have workers' Y p t3'• $ 9. ❑Building addition [No workers'comp.insurance comp.insurance. ed.] 5. We are a corporation and its 10.E Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.[1 Other 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. tContractors 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: $ Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 MGL c. M can lead to the imposition.of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert[&jjtnd r th p and penaldes of perjury that the information provided apove is true and correct Si afore: Date: Phone#: 6 — Tn/ 1!%Ot 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#: Information and Instructions Massachusetts 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, express 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 lie 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 . Dgwtment of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021.11 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia Y Application Number........................................... Section 9—Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell# 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.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number Address City State Tip Registration Number Expiration Date I understand my responsibiillitt'es under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the constriction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date Section 11-Home Owners License Exemption Home Owners Name: Telephone Number —r1W 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 APPLICANT SIGNATURE Signature Date Print Name ���l"ice Telephone Number o� - E-mail permit to: T--1- 0 ' ..... f ... .... Section 12—Department Sign-Offs Health Department © Zoning Board(if required) El Historic District ❑` Site Plan Review(if required ❑ Fire Department ❑ Conservation . For commercial work,please take your plans directly to the fire department for approval Section 13 —Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date i Print Name 4 w , yR k' Last undated:Z92018 HOME ENERGY ATERS LLC -` BUILDING PERFORMANCE TESTING Duct Leakage 'Report 314 WV- u%Rd Test Mode Cotuit a Depressurization. 05/17/2017 Test Pressure DIRT25.0 Pascals Testing Equipment 2012 IECC Energy Code, Minneapolis . Total CFM@25 or Total Duct Leakage Percentage 57.00 0.02 Total Square Footage 2808.00 Maximum Allowable Leakage 112.32 _ HVAC Duct Test Basement 2808 C 57 0.02 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM POWERED BY-4*canvas WWW.QOC2r1V2S.COrT1 e M Bowers, Edwin From: Paul Rhude <prhude@cotuitfire.org> Sent: Thursday,June 29, 2017 10:59 All To: Bowers, Edwin Subject: 314 Waquoit Rd Fire Final Dear Mr. Bower, I performed the final fire inspection of 314 Waquoit Rd this am. l also signed the building permit on location. Thanks, Paul Paul Rhude,Chief Cotuit Fire 64 High St. Po Box 1632 Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell NMI HOME KATERS LLC BUILDING PERFORMANCE TESTING 46. Air Leakage Report 314 waquoit-r_d} Test anode --Cotuit Depressurization 05/30/2017 Test Pressure 50.0 Pascals Test Equipment 2012 IECC Energy Code Minneapolis Total Air Leakage or Air Changes Per Hour Gauge 866 2.68 Conditioned Volume �t 19360 � 0 a866.0 This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM POWERED BY C--canvas www.aocanvas.com 77E776AD-854E-4B71-9077-5B54BC77A409 4 HOME ENERGY RATERS: s � BUILDING PERFORA11ANCf TESTING Ventilation Report Ventilation Tests Fan Location-, Fan CF-M Fan'Timer Run Time un F,an.Label, 1 st floor 44 24 , �T This project complies with ASHRAE 62.2 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM POWERED BY C--canvas www:aocanvas.com 77E776AD-854E-4B71-9077-5B54BC77A409 y Lao TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION° Ma ® 6 Parcel � '` TOWN �F �,"� STABLE t N Application # Health Division lt!,I P G = 38 Date Issued' Conservation Division Application Fee Planning Dept. Permit Fee '7 �5. O b 1°TV S1Via,N, Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 31 C! WA490 ff- R D Village Owner M U K c JA DE V001 EA. Address P•D. BA 69 00Tu rr AX a.5 Telephones DR - ��j`0?1 l0( Permit Request _&AILI) ONE t AA118Y HOME W ATrAmED M,64ef & PF9 P1A/1 s/ ®EVUR DFS1&Iy /Goru 8r4Y � s` Square feet: 1 st floor: existing proposed iqll 2nd floor: existing proposed 10U Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio 10.Q06) Construction Type M)QDID RAMP Lot Size . ll A Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family I( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) ® Basement Unfinished Area (sq.ft) W 5 Number of Baths: Full: existing new Half: existing new j Number of Bedrooms: AX existing 3-new Total Room Count (not including baths): existing new A First Floor Room Count Heat Type and Fuel: iGas ❑ Oil ❑ 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: ❑ existing. ❑ new_ size_ Attached garage: ❑ existing ® new iz Shed: ❑ existing ❑ new size _ Other: / iWXQ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes (i/No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name MARK VO LM,64 Telephone Number 5l s' Address F,0� 60X 6q License # 41J 0 L/WO Cem t1 MA- WC 35 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO BAR/VSrABt� SIGNATURE i'f� y DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME L C� t 7 INSULATION . FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL _ y FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. kne Cbynn 'ortt ve i afMassachrese fs De-p rtmmt qfhd art dElcddexrfV B`astaar ,MA 02- 111 , wet*taJ ar��ga'r�dc� ' ' 'workers' Ccimpensatio r.Tnsa—ace. davit:Bi:EilderslConfractiarsMecfriciartMumbers Aptthicant Infarmaf on. Please PrDaf Leeibfy Name coaianFfiLhioic�r,aj�_ 'IA 14D�� Address- P o. fox 6`f CityfStat&zip= MA 3,5� , Phone -- Are you an employer r check the apprapriate bay 4_ T�� contractor and'T T}�oo pcole�et Crecluu-ed�= L❑ T am a employer witfe 1 6- [ New rc#on ' employees{full andlorgatt-time)-* have hiresl-the sub-contractois. I T am a sole proprietor or partner- listed on the attached sheet. 7_ Remodeling ship and have no employees TL.ese sub-contractors have g_ E]Ikmnlition t arising far me in any capacity- employees and have.workers' p_ Building additio . [90workeis' ccrap_in.su anc-e. COfQ�7-.rna3r-arr 5-0 We are a corporation and its 10-0 nectrical repairs cEr a -u-tions 3_❑ rea ] ofs=bx��e exercised Leh T am m a a h oma�u�ner doing all workI 1-0 Plumbing repwirs er a4?di;icxc:. Myself [No workers'comp- right of eimmptionper MCL I2❑hoof repairs in�e regwrL>d I l c-154§1(4),and we5asr'enck „ [NaWrrs' 13_�Other employees_ comp_in-mance,regtured.j "Iaysagti inert checks boarlburst also flloattipsectimbeIovshtr infmunxGcai- who who submit dvs n�dsvif iM r v they ace 3amg Tc�c gad then}rii�bane coetze ms nmsi snb�Tt s ere ai d3 zi swcb �t ctnrs that r'heck this b=must xt ached ffi additiunsI shut&owh3g—tha nmne c f ffee uh- =d ststs zrhet c txnui ti sa �- MpIQyees- Ifffie snfrco-ntractors hsae eaPIoyees,dw Must provide their workers'comp.palieg number .I am art erm-ppbgyer thatisptvmidtrrg irmtragra for eery^e,7wLoyem $elan is t3teFoTic}rrrtd job srtxr riejormstiarr_ Q Tnsarance CompanyName: Policy fr or Self ins-lic-4k Exp,iratio-aDate_ Iob Site Address_ OityrStatelTtp_ Attach a.copy of the workers'compensation policy declaration page(sh�ow�the policy n-amber and empi�cati on date). Failure to secure easrfage as mgairedvndeer Section 25 A of MUL c. 152 can lead to the imposition of criminal pet-.ties of a ' fine up to$1,50G Oa and/or one-year impis�as well as civil penalties in$ere foun of a STOP WORE;ORDER and a f�n F1 of up tcy$250.00 a.day against the violator_ Be advised that a copy of this statement maybe fiarwarded to the Office of Irrtestigations of tfie DIA fvr insurance coverage cakiozL I do hereby,aerh,fy murder tks n atirlp8nal#c8S D� urn fltatfhs irr1fvrmcv on prat2dRd ubas�e rs h ue artr{caFFsce Phone#. OgEdal u-se arily. Da not writs in this arerc,tv ba campFeted by sill:or town afficinL City or Town- pernritucei7se iv Iz-a Autharity(circle one): 1.Board of Health 2.B U ing-Department 3:Cit OTawn Clerk 4.Electrical Lispectar 5.Plumbing hisp-cto r 6.Other coxLtact Persan Phone 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees- Ptn-suantto this statute, an employee is defined as"__.every person in the service of another under any contract of hire, express 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 Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commoiawcaltbL 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 perbormance of public work until acceptable evidence of compli �Dce viu 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 numbers)along with their cel nc.?c-(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(L LP)withno employc-es other than the members or partners,are not required to cant'workers' compensation insurance_ If an LLC or LL;1 does have employees, a policy is required. Be advised that thss affidavit may be submitted to the Departnient of htdu_-aial Accidents for confirmation of insurance coverage. AIso be sure to sign and date the affidaviit Tht ai.iida5zt sbould be returned to the city or town that the application for the permit or license is being requested,not the D-cpartment 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 ntziber listui below. Self-insured companies should enter their self-insurance license number oa 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 till in the permit/license number which sv1 be used as a reference number. In addiiioa,an applicant that must submit multiple permit/license applications in any given year,need only submit one afFiclavit indicating current policy information (if necessary) and under"Job Site Address"the applicant should write"all locations is (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 idled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial ventuie (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this aifidw-it The Office of Investigations would like to thank you in advance for yotm cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: nch Cona oxmt .lth of Massachustlls Depazfmf--at of Industrial AQcident a GqG Waslingtaa stet Tel.A 617 727-49OO(xt406 of 1-977-I ASShFE Fax 4 C 17-7 27-7 749 Revised 4-24 07 e o Cfi1iR 530,1.2.I.1 r Massachusetts Checklist for Complxanc _ (7f3 _ ) - Check Compliance 1.1 SCOPE WindSpeed(3-sec-gust)...................................................................... .................................:....110 mph Windo ...........................:....:.:.....:B nd Exposure Category ............ ..........._...._.. _ _.._................_-•......... Wind Exposure Category................Engineering Required For Entire Project...................................:..:C 12 APPLICABILITY Number of Stories(a roof which exceeds B in 12 slope shall be considered a story) stories _<2 stories Roof Pitch......................... •--•--•-•--_................:.•_-.-----.------._....:._....._..........(Fig 2) ............................................ 51212 Mean Roof Height :...........................•_. ...:... ......(Fig 2)_...._...._................. .........: ft _<33' Building Width,W ................_....... .. F 3 ft 5 80' Building Length, L ............................................................(Fig 3)-- .::. ................................... 580' Building Aspect Ratio(LNd) ................................................(Fig 4)......_..............:........................... Nominal Height of Tallest Dpening2 .............................:.....(Fig 4)................................................. _<6's'. 1.3 FRAMING CONNECTIONS ' General compliance with framing o6nnectlons._.................(Table 2).......:.............................:......................... 2.1 FOUNDATIDN Foundation Walls meeting requirements of 780 CMR 5404.1 .. Concrete..........:....... ....:..................:.::................. ................ ..................... Concrete Masonry - .............................. _ 2.2 ANdHORAGE TO FDUNDATION"' 1 5/8'Anchor Bolts4mbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete orily Bolt Spacing—general............. ....:.(Table 4) in. Bolt Spacing from endrjoint of plate .............................,......... in. 6'-12'. Bolt Embedment—concrete.......:.................................(Fig 5)..-,............................................_in.>7' Bolt Embedment—masonry.......................:.................(Fig 5).....:......_.._._.._...........-. =- • in.z 15" Plate Washer..:..:.......................................:..................(Fig 5)..............................................>3 x 3'x t/4" 6 3.1 FLOORS Floor-framing member spans checked ...............................(per 7130 CMR Chapter 55).................................. Maximum Floor Opening Dimension...................................(Fig 6)....._.....,..................................... ft:5: Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall-(Fig 6).....................................:. MtAMLIm Floor Joist Setbacks +' Supporing Loadbeadng Waifs or Sheanwall...:............(Fig 7).......................... _._.._.._:.....,__-.-:-_-•_ft 5 d Maximum Cantilevered Floor Joists , Supporting LDadbeadng Walls orSheanwall................(Fig B):...............................................:.:_.._ft <d FloorBracin at Endwalls.................: Fi 9 . Floor Sheathing Type ..•..............................-.:_._:......,_.......(per780CMR-Chapter55)......................._........... Floor Sheathing Thickness _(per780 CMR Chapter 55)..................... , fn.' Floor Sheathing Fastening............... ...............7................:...(Table 2).._d.nails at in edge/_in field WALLS Wall Height t Loadbearing walls..........:. ........... .. ..:....................(Fig 10 and Table 5)........_ ...:,.. ...... ft 510' Non-Loadbearing walls ......(Fig 10 and Table 5)........................... •ft-520` Wall Stud Spacing ...............................................(Fig 10 and Table 5)................... o.c Wall Story Offsets ...(Figs 7&8).............................. s ' 4.2 E=PJ OR-WALLS' Wood Studs Loadbearing vJalls......:..........................:......................(fable 0..........................._.2x_- ft_in, Non-LoadbaMng walls................................................. ft(Table 5).....:...........:........,_..2x' - in., Gable End Wall Bracing — Full Helght Endwall Studs. .................................(Fig 10)................................. ....... '(Fig 11 ft zW/3 WSP-Attic Floor Length:..........:..... ( 9 ) _..._ Gypsum Ceiling Length Cif WSP not used)....:............:.(Fg 11)..............................................—ft.z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 it,o.c...(Fig 11).....................................:. ..... ...... or 1 x 3 cefting furring strips @ 16'spacing min.with 2 x 4 blocking*@ 4 ft spacing in end joist or truss bays Double Top Plate SpliceLength .................................................. 13 and Table 6)...................................._ft Splice Connection(no.of 16d common nails)..............(Table 6).........................................._....._..... Massachusetts Checklist for Compliance (7so.cvuzs3oi.z.r.r)` Loadbearing W4II Connections Lateral(no_of 16d common nails).................... ._.(fables 7) Non-Loadbearing Wall Connections ._. able B ................Lateral(no_of 16d common nails)................._....--.- (T• ) ...._:...................._.......... Load Bearing'Wall Openings(record largest opening but check all openings for coriipfiance to Table 9) Header Spans ..............................(Table 9)..................... _ � ' Sill Plate Spans . .--...................................................(Table 9)_:...._..._......... ...... ft in.s 11 Full Height Studs (no.of'studs)..................................(Table 9)....................._................. ............. Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................:. ft in.512'. Sill Plate Spans......................:....................................(Table 9)........_.......................... Full Height Studs (no.of studs)............................._....(Table 9)............................................... . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening Z ............................................................................... 5 6'E' Sheathing Type..............................................(note 4)...._......................................... _...._. Edge Nail Spacing.•.......................................(fable 10 or note 4 if less) ........ in. Field Nail Spacing..................... ........................ 1D)................................................. in. Shear Connection(no.of 16d common nails)(Table 10).......---------------..._._.....__.._................. _ Percent Full-Height Sheathing........:..........:...(Table 10)..................................................... %, 5%Additional Sheathing for Wall with•Opening>6.'8"(Design Concepts)..................... Maximum-Building Dimension, L Nominal Height of Tallest Dperiing2..........................:. ............. SheathingType..............................................(note 4).............................................. . Edge Nail Spacing................................._..._._.(Table.l l or note 4 if Tess)........._.............. in.. Feld'Nail Spacing.......................................:..(Table ll).................................................. in. Shear Connection (no.of 16d common riails)-(Table 11) - Percent Full-Height Sheathing........................(Table 11).................................................... 5%Additional Sheathing for Wall with-Opening>6V(Design Concepts).............. .. Wall Cladding Ratedfor Wind Speed?_..........................:................................. .................... 5-1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19 .. . ff s smaller of 2'or U3 Truss or Rafter ConneCfiDn9 at Loadbearing Walls Proprietary Connectors p (f )............................................U= plf U tiff................................................ able 12 ' Lateral.............................................(Table 12)..............................................L= pif Shear.............•--------•----:......-_._...---(i-able.12)..._..:......._....................._...__...S plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake OUdOoker................:........................(Figure 2D)............. ft_<smaller of 2'or U2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................:......................_.(Table 14).............................................U= Ib7." - Lateral(no.of 16d common nails)_(fable 14)............................ ..........L= . lb. . Roof Sheathing Type..................................................(per 780 CMR Chapters 53 and 59) ............ Roof Sheathing Thickness................ ._...___.___._:._.._.........................:...................—in._>7/16'WSP . Roof Sheathing Fastening................._..........................(fable 2)...................... •1. • This checklist shall be met in its entirety;excluding the speck exception noted 1n 2, to comply with the requirements-of 780 CMR-53D1.2.1.1 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 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-grade. a. From Tables 0 and 11 and locafion of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Mall Spacing requirements b. Wood 5tructuraf Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed With strength axis parallel to studs. -•- ii. All horizontal joints shall occur over and be nailed to framing. . fii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first fioor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of Bd staggered nt 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.2B or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) B.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. VMEN TM EDGE RESTS ON MkMM USEM Wk_-, ATi = —, - I�--_ it 1 11I 11 1 g 1 ii if Tu ti 7 1. I u 1 Lt 1 I' • I I a r. , , • I ;� 21 1 la '1FAWNG MEMBERS [hd• 1I I1. 1 1 L I EDGE/.X,-{rs aFP"FDWTE 'It at PJ IL 1 I r !1 tl ., Z 1, 1p.. 11 11 F 1 1 1 1 —L.— • DO[1$LE$�GE—• 'J ,•' STAGGERED 3`MtIV Nf+ILs?kG1NG I ,t NAIL?ATTEAN PANEL NE3_ 11` PANS EDGE • DDUFVE MAIL EDGE SPAONG D'EML r See DQfail on Next Page Detail Vertical and Horizontal Nailing • far Panel Attachment ,' •�Verh�al and Hotizanial Nailing for Panel Attachment ' Affidavit of Substantial t-inanciai mierest ca�u ' of , on oath depose and state as follows 1. I am an applicant for a building permit for the properly located at Map , Parcel The address.of the:property is 3�t� {WaQu� It �fl7CffFk1T 2. 1 have 100 legal.or equitable interest in the real property which is the subject 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 ����//� , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: .Name Address 0 4. Within the last twelve months from todaY's date, which is `��G�( I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building-permit application: Map[Parcel Address 5. Within this calendar year, I havesubmitted D 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. Y 7. Within this month, I have submitted Q 'building permit applications for property in which .1 have a 1%legal or�equitable interest: 8. Within this month, I have received' 0 . building permits for property in which I have a 1% legal or equitable interest. Signed.under'the pains and penalties of perjury, this r2�day of AV6V 200L. ,. . T � V • 2001-0050/affin QA-OTTERY/AFFIDAVIT :. i . JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE,MASSACHUSETTS 02632 PHONE:508-771-9300 FAX:508-775-6029 August 1, 2016 Paul Roma, Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, Massachusetts 02601 Re: Determination of Buildability of Undersized Lot Lot 106 on Plan Book 19, Page 143 314 Waquoit Road, Cotuit, MA Assessor's Map 006, Parcel 037-002 Dear Mr. Roma: I have been asked to render an opinion of whether the lot shown as Lot 106 on the plan recorded in the Barnstable County Registry of Deeds in Plan Book 19, Page 143 constitutes a buildable lot for zoning purposes. In response to the request, I have caused the records at the Barnstable County Registry of Deeds to be researched. I have also reviewed the Town of Barnstable Zoning Ordinance and the Town of Barnstable Building Department file. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds,the Zoning Ordinance, and the Building Department file, it is my opinion that Lot 106 on Plan Book 19, Page 143 constitutes a buildable lot for zoning purposes. This opinion is based upon the following: 1. Lillian S. Goldman acquired title to Lot 106 and abutting Lot 105 through a deed from Robert T. Fowler to Lillian S. Goldman dated July 31, 1956 recorded in Barnstable County Registry of Deeds in Book 951, Page 153. 2. Lot 106 contains 40,000 square feet. 3. Lot 105 also contains 40,000 square feet. 4. On March 2, 1973, pursuant to Article 159 of the 1973 Town Meeting, the area where Lot 106 (and Lot 105) is located was rezoned to Residence F Zoning District increasing the minimum lot size to one acre. 5. Since Lillian S. Goldman held Lots 106 and 105 in common, the lots merged. �l � fat � ° � John W.Kenney Attorney At Law Paul Roma,Building Commissioner August 1,2016 Page 2 Re: 314 Waguoit Road, Cotuit,MA 6. Ms. Goldman filed for, and was granted a Variance to allow Lots 106 and 105 "to be utilized as buildable" (see copy of Town of Barnstable Zoning Board of Appeals Decision in Appeal No. 1986-89 attached hereto as Exhibit 1). 7. On October 27, 1987, Ms. Goldman conveyed Lot 105 to her daughter, Naomi H. Goldman MacLeod by a deed recorded in the Barnstable County Registry of Deeds in Book 5996, Page 103. 8. In 1997, Lillian Goldman and Naomi H. Goldman MacLeod applied for another Variance because a question had arisen concerning expiration of the Variance granted in Appeal No. 1986-89. 9. In Appeal No. 1997-51, the Zoning Board of Appeals determined that the Variance granted in Appeal No. 1986-89 had been properly exercised and no further variance relief was necessary (see copy of Town of Barnstable Zoning Board of Appeals Decision in Appeal No. 1997-51 attached hereto as Exhibit 2). 10. Naomi H. Goldman MacLeod conveyed of 1 to John K. Donnelly and Rosemarie L. Donnelly by a deed dated May 29, 1997 audorded in Book 10772, Page 64. 11. Lillian S. Goldman died on December 2, 2004. Her sole heir was Naomi Goldman MacLeod. At the time of her death, Ms. Goldman still owned Lot 106. S!5 16G 12. Naomi Goldman MacLeod conveyed L 105 t Phillip Mark Vollmer and Judith M. Vollmer by a deed dated June 7, 2016 an corded in the Barnstable County Registry of Deeds in Book 29783, Page 334. 13. Since the conveyance by Lillian S. Goldman to Naomi Goldman MacLeod of abutting Lot 105 on October 27, 1987 to exercise the variance granted in 1986, Lot 106 has been held in separate ownership from all abutting lots. 14. Attached hereto as Exhibit 3 and Exhibit 4 are rundown sheets prepared from the records at the Barnstable County Registry of Deeds showing the conveyancing history of Lot 106, the subject lot for this zoning opinion, as well as the conveyancing history for abutting Lots 105, 107, and a large parcel of"Owner's Unknown" land believed to be John W.Kenney Attorney At Law Paul Roma,Building Commissioner August 1, 2016 Page 3 Re: 314 Waquoit Road, Cotuit,MA part of the Wesson Estate. Also attached hereto as Exhibit 5 to assist you with your review is a copy of the plan recorded in the Barnstable County Registry of Deeds in Plan Book 19, Page 148 showing each of said lots. Copies of each of the deeds referenced in this opinion letter are available for your review upon request. Based upon the foregoing, it is my opinion that Lot 106 as shown on the plan recorded in Plan Book 19, Page 143 is a legally "grandfathered" lot and may be built upon for residential purposes. The lot is grandfathered because it has been held in separate ownership from all abutting lots since it was separated from abutting Lot 105 by the conveyance of Lot 105 by Lillian S. Goldman to Naomi H. Goldman MacLeod on October 27, 1987 in exercise of the Variance granted in Appeal No. 1986-89 and the relief granted in that decision remains in effect. No opinion is rendered on the effects of Board of Health regulations and/or Conservation Commission regulations on Lot 53. Very truly yours, a—ohn W. Kenney, sq. JWK/mmc Enclosures cc: Mr. and Mrs. Phillip Mark Vollmer Bk 29783 Pg334 #34414 07-08-2016 @ 09: 41a QUITCLAIM DEED J Naomi Goldman MacLeod,a married woman,sole heir of the Estate of Lillian S. Goldman, Plymouth Probate Docket No. 05P0167-AD1 of Belmont,Middlesex County,Massachusetts for consideration paid of$209,900.00 grants to Phillip Mark Vollmer and Judith M.Vollmer, as husband and wife,Tenants by the Entirety, having a mailing address of P.O. Box 64, Cotuit,Massachusetts 02635 with quitclaim covenants, A parcel of land situate in the Village of Cotuit, Town and County of Barnstable, Massachusetts, being Lot 106 on a plan entitled "Plan of Land belonging to Robert T. Fowler, Showing Cotuit Highground; Bates & Chellman, Engineers,July 1, 1926", which said plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 19, Page 143. Said lot is shown on said Plan and is bounded as follows: Northerly by Waquoit Road,200 feet; Easterly by Lot No. 107 on said Plan,200 feet; Southerly by land of owners unknown,200 feet;and Westerly by Lot No. 105 on said Plan,200 feet. Containing 40,000 square feet,more or less., For Grantors'title, said Deed dated July 31, 1956 and recorded with Barnstable Registry of Deeds in Book 951, Page 153. Also see Estate of Lillian S. Goldman,Plymouth Probate Docket No. 05P-0167-AD1. Signature age on next name. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 07-08-2016 @ 09:41am Date:, 07-08-2016 @ 09:41am Ctl#: 164 Doc#: 34414 Ctl#: 164 Doc#: 34414 r - Bk 29783 Pg335 #34414 Witness my hand and seal this day of June,2016 Naomi G.6 dman MacLeod The Commonwealth of Massaghusetts Suffolk,ss. - June 7 2016 Then personally appeared the above named Naomi Goldman MacLeod,proved to me through satisfactory evidence of identification,which was her driver's license,to be the person whose name is signed on the preceding document and aclmowledged to me that she signed it voluntarily for its stated purpose,before me, } ' / q ! �f1N111111ffy/f .. Notary Public j ,o`' ;,.:...��� My commission ez3e �••� w Cho i 'y 440 ,,,� •. / JOHN F. MEADE, REGISTER i BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY r EXHIBIT — l f BoOK5523ME U7 ;owti ILEPt 03301.: a f�RNSTAGLE..-MASS. 4 TOWN OF BARNSTABLE Zoning Board of Appeals •H6 OCT 16.PH 2 11 �! Lillian S. Goldman Barnstable Deed duly recorded in the � a 2 c Property Owner (tlr��' ;: ? j i�'� County Registry.of Deeds in Book 947 U� f@t s Same _. C�Page Registry Petitioner 4 District of the Land Court Certificate No.. Book Page U� 3. t ' cJ. Ir s k` ° �\pneal No. 1986_89V--_ _ —_ 19' -. FACTS and DECISION •. Lillian S. Goldman September 24. 86 rf rt Petitioner�_ filed petition on__--- 19 _--� a{ requesting a variance-permit for premises at __.Waquoit Road �., iti the tillage tstrecll Cotuit of adjoining premises of (se? attached list) Locus under consideration: Barnsfable Assessor's Map no. ° lot no. 37' ' e Petition for Special Permit: ❑ Application for Variance: X1 made under See.'__J— of the Town of Barnstable Zoning by-laws and Sec. (Impter 40A., Mass. Gen. Law, for the purpose of _ to allow two undersized lots to be utilized as buildable RF Locus is presently zoned it-- ' rq SC t7� \otice of this heariug was given by mail, postage prepaid, to all persons deemed affected and 1,Rj: r y by publishing in Barnstable Patriot newspaper published in Town of Barnstable' a copy of y m 4i which is attached to the record of these proceedings filed with Town*Clerk.' ■ A public hearing by the Board of :Appeals of the Town of Barnstable tray held at the Town F. ■ 8:15 Octdber 9, 19 86 ' Office Building, Hyannis, Mass., et P.51. r }}r upon said petition under zoning by-laws. �T Present at the hearing.were the followin_• members: s r A € Richard L. Boy Gail Nightingale Dexter Bliss Chairman f' Helen Wirtanen_.._. F.. ' f �. Luke P. Lalh _ . ..........._...._.......__...,......_�_ ._ -' .. r• � 9 M1S �:> is BOOK5523 PACE US �j At the concluaion,of the hearing, the Board tools said petition under advisement. A viers of the j! locus was made by the Board. t Appeal No 1986-89 Page _ of N F ,t On October 9, l9 86 The Board of Appeals found w rX I! Mr. Edward Kelley, registered land surveyor, represented the petitioner, who is requesting a variance for two lots, indicated as Lots 105 and 106 on the original. ; k� subdivision plan and shown as Lot 37, Map 6, Waquoit Rd., Cotuit in an RF zoning y; district. .The lots contain 40,000 square feet with a frontage of 200 feet which ears ago. The lots contain 921 of i the petitioner purchased as separate lots 29 y g the present zoning requirments and 70% of the lots in the area are less than one acre; seeking 8% relief from area requirements. The.petitioner desires to sell &f' one of tits lots and give the other to her daughter to build a home on. Dexter Bliss , found that there is no substantial'derogation from the intent of the zoning by-law , 1 also find that there would be a financial hardship to ,the petitioner if she were tl unable to treat these as individual building lots. Luke Lally found that since the fqa tax bills, petitioner has owned said lots for 29 years and probably received separate 4 ' regulations, that it would not � � and only requesting an 81 variance from the current be substantially detrimental to the neighborhood to allow the relief sought.. v Gail Nightingale found that these lots are larger than the other lots in the sub- # t division. Dexter Bliss made a motion to grant the relief based on the findings - t. fit= Gail Nightingale seconded the motion. . The Board voted unanimously to grant the sy 1 an area zoned for one variance to allow the lots containing 40,000 square feet in acre would not be detrimental nor in derogation of the spirit and intent of the zoning by-laws, since most of the lots in the area do not comply with the current l zoning regulations. A jilIl: 'g; l pti!,�. n t I•} ' n,l St T Clerk of the Toun of Barnnuib!e, Ihtrusteble �!I County, ,1lassachusetts, herrhy certify that twenty (^_01 'days have elapsed since the Board of Appeals entitle petition and that no appeal of said decisio rendered its decision in the above. n F.as hero filed in the office of the Town Clerk. Signed and Sealed this a9� I�/977�� tinder the pains Hit, F rt penalties of p4r]ury• Lr e� l.ec�►o-.�.' _! l Distribution� _ -' �• Property Owner �rd 1 !`Ward-of appeals 1 Town Clerk Applicant fo}cn of Bar I'ersnns intems,ted Building Inspector' i_ 'Public Information 1fy # Chairtnnn Anard of Appeals iu a,I l p1al.N a � BOOK5523 P+GE 139 yt• f a" PARTIES IN INTEREST - LILLIAN S. GOLDMAN, 1986-89 Htg. of 10/9/86' a.,;}f x � ? .. U CAPiMETT CONSTRUCTION CO. % RODNC•Y BLDG. CORP. 4075 ROUTE 28, COTUIT STEVEN. L. ROSEN 70-4 KIRKLAND ST., CAMBRIGE, 02138 • LAWRENCE J. RHUDE e§ DIANE M. RHUDE WAQUOIT RD, BOX 392, COTUIT c z' RICHARD W. HILLMAN 250 WAQUOIT RD., COTUIT MATHILDE 0. WESSON VICTORIA, . AP. ;2358 u "` BOX 34,. COTUIT MARION F �r . HALEY eH �^r BARNSTABLE, TOWN OF 367 MAIN ST., HYANNIS. WILLIAM WALSH 8 JANICE ROAD, CANTON, 02021 I � JOHN E. & DOROTHY MAKINEN 17 CO3R1QN4dEALTH AVE.. DEDHAPI, 02026 I .:�k1t , ' ,y; JOHN J. & CAROL DOOLEY 211 ADAPTS ST., DEDHAPI, 02026 ' JOHN D. 6 BARBARA MANDEL 4 WOODARD RD., WALPOLE, 02081 FRANCIS X. 6 ELIZABETH LAWLOR 307 OCEAN DRIVE EAST, STAMFORD. CT. 06902 t - THERtSE C. MASON 50 FULLER MARSH RD., COTUIT r ` JAMES C. 6 JANE BARGER 309 PINE RIDGE RD., COTUIT ul ,. JAMES J. 6 JUNE THOMPSON 597A•SIOUX LANE, STRATFORD, CT 06497 1 MASHPEE PLANNING BOARD - YARMOUTH PLANNING BOARD LEGAL NOTICES TOWN OF BARNSTABLE SANDWICH PLANNING BOARD zoNlnc BOARD OF APPEALS NOTICE OF PUBLIC HEARING UNDER ZONING BY-LAWS tr .yif z ZONING BOARD OF APPEALS MEEifNG OF OCTOBER 9,1986 i - To all persons deemed interested or affected by the Board of Appeals.coder Sec.I of Chap.40A of General Laws of the Commonwealth of Masuehusetb and all amendments thereto,you are hereby notified that: Appeal No.198&85,7:30 p.m.:Dennis Gianette has appealed a decision of - r� the Building Inspector and petitions for a Variance and Special Permit to eon- ; atruel a 30•a 41'building for automobile sale and showroom at Map 328,Lot - 155 Iyannugh Rd.,Hyannis in a Highway Business zoning district g -- A public hearing will be held on this petition at 7•JO p.m. 5 I ! - Appeal No.1986-81,7:45 p.m.:Helen M.Lento has appealed to the Zoning ;z' - ---— - Board'nf App-als and petitions fnr a Variance from intensity regulations fora residence not in conformity with fmni yard setback requirements at 73 Ashlg -�; ,y,, :• - _ - Dr.,Ccntmillc in an RC zoning district. A public hearing will be held on this petition at 7:45 p.m. Appeal No.1986-88,8:00 p.m.:Helen T.Sandorse has appealed to the Tarr, at fog Board of Appeals and peitions for a Variance to allow an undersized lot to s Liz be utilised as a buildable lot at Map 228,Lot 49,Katherine Rd.,Cenlmille IN +x -t an RC zoning district. ' A public hearing will be held on this petition at 8:00 p.m. Appel No.19g6-89,8:15 p.m.:Lillian S.Goldman has appealed to th.Zwr big Board of Appeals and petitions foi a Variance from intensity mgulatiom to allow two undersized lots to be utilized as buddable at Map 6,parcel 37.Wa- • quoit Rd..Comit in an RF zrming district. A public hearing will be held on this petition at 8:15 p.m. r" Appeal No.1986-90,8:30 South Copt,Incorporated has appealed• decision of the Building Inspector and petitions fat a Special Permit and . i 3 Variance at Map 9,pared 1.Route 28,Cotuil in an RP awing district(BLC by plan endorsed I1/28/83)to allow the construction ofW ten units for Emma rY Id t a 1` {• _ _ - businessn common to residence districVpmfessional or business rsffita A public hearing will be held on this petition at 8:30 p.m. 1~7:� These hearings will be held in the wound Boor hearing room,New Town Hall. 361 Main St..Hyannis on Thursday erening.October$/98 6. 1 You are Invited to be present. , By order of the Zoning Baud of Appeals. RICIIARD L BOY Y Chak=M Zoning Board or Appeals t . " i(. .... Barnstable Pshict Member 25 end October 2 1986 £ ENDBAN is 87 W 47 .9 wig ., 1. 1 EXHIBIT 8 2 IVA R. bo Town.of Barnstable Zoning Board of Appeals Decision and Notice A Appeal No. 1997-51 Goldman Variance Pursuant to Section 3-1.1(5) Bulk Regulations Summary No Variance Relief Necessary Applicant: Lillian and Naomi Goldman Property Address: 314&334 Waquoit Rd., Cotuit Assessor's Map%Parcel Map 006, Parcels 037-1 &037-2 Area .92 ac.. .92 ac. Zoning: RF Residential F Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal consists of two adjacent vacant fots each with .92 acres on Waquoit Rd. in the village of Cotuit. The lots have been in the ownership of Mrs. Goldman and/or her daughter Naomi Goldman MacLeod since 1956. From Assessor's records,the land appears to have been subdivided and one of the lots transferred from Mrs. Goldman to her daughter in 1987. The property is located in the RF Residential F Zoning District,which has had a minimum lot size of one acre since March, 1973. The Goldmans obtained a variance for the undersized lots in October, 1986 (Appeal No. 1986-89). The Goldmans have again applied for a variance for the undersized lots to be considered buildable lots because questions have arisen concerning expiration of the original variance. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 02, 1997. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened May 14, 1997, at which time the Board found that no variance relief is necessary in that Variance No. 1986-89 was. exercised. Board Members hearing this appeal were Ron Jansson, Gene Burman, Richard Boy, Elizabeth Nilsson, and Chairman Gail Nightingale. Professional Land Surveyor Edward Kelly represented the applicants, Lillian Goldman and Naomi Goldman MacLeod. Hearing Summary: Mr. Kelly reviewed the history of this land. In 1986, a Variance was granted for these two lots. Lillian Goldman deeded one lot to Naomi Goldman MacLeod in 1987. By doing this, they exercised the rights granted with the variance, however,.now there is some confusion over the lots because the Building Commissioner has ruled the lots are in common ownership. The Town has assessed these lots as two independent lots with two different owners since 1987 when the transfer occurred. Public Comments: No one spoke in favor or in opposition to this appeal. After reviewing the dates of the Variance, the date the Clerk signed the Variance,the date of the transfer of the land, and the date the Variance was recorded,the Board felt the Variance was properly exercised. However, to avoid any further confusion a Decision was rendered. Town of Barnstable-Zoning Board o,.appeals-Decision and Notice Appeal No.1997-51 Goldman Variance Pursuant to Section 3-1.1(5)Bulk Regulations Findings of Facts: At the Hearing of May 14, 1997, the Board unanimously found the following findings of facts as related to Appeal No. 1996-51; 1. The property in issue consists of two vacant lots of land located at 314 and 334 Waquoit Road, Cotuit, MA consisting of.92 acres each. 2. Both parcels of land have the benefit of a Variance granted'by the Zoning Board.of Appeals in Appeal Number 1986-89. That Variance was signed by the Town Clerk, Anne Cahoon, on November 6, 1986. 3. The rights to exercise this Variance.under Chapter 40A, were exercised within the years period of time as evidenced by the recording of the deed, Lot 105 from Lillian S. Goldman to Naomi H. Goldman MacLeod, recorded in Book 5996, page 103. 4. Because these Variance rights were exercised within one year, the Variance rights did not expire and were properly exercised. No Variance relief is necessary. Decision: Based on the findings a motion was duly made and seconded that no Variance relief is required in view of the fact that the Variance rights granted in Appeal Number 1986-89 were properly exercised. The Vote was as follows:. AYE: Elizabeth Nilsson, Richard Boy, Ron Jansson, Gene Burman, and Chairman Gail Nightingale NAY: None Order: The previous variance has been ratified, the lots are to be considered two buildable lots. This decision should be recorded at the Registry of Deeds and referenced to the deeds for Map 006, Parcel 037-1 and for Map 006, Parcel 037-2. Appeals of this decision,if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of the filing of this decision in the office of the Tow Clerk. ' .r 2 , 1997 Gail 41ightingale, hairman0 Date Sig ed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County,.Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the bf ice of the Town Clerk. Signed and sealed this day of 1997 under the pains and penalties of perjury.. 6�' 2 EXHIBIT , 31—clW al v-o �G-R�—w-u- CDC�0_l��—P_�n q-sr—�� d ©sP—o1-b-7 -A--DL EXHIBIT 4 3.3 —F�11GRpU_d�fi �--a'" "_� _Lf(_h.cm-- otd- Win_V��(> �— S-RK-?7 ag9ao-.3 7 L9Z6Yln_r e �_ P ��fi Zdhn k a�� Baon mlc�zafPala a s _.�-1 za � r 4 _ rm mh eck L L - -- U►'S—�-LLUJ o . fi- 5-- wr_s 6 - --- .- PCrrcL_l�1'6D_Z s_{,r10 �iol_lt__•st .nc�_a ��-�? 7.Qu�o-•--- sa_ff—,a( 3-3�(-7-L 2�j ----- -- ��d 1 u�rs—n__c�nvzrn� rcels_r_l_o n�re�a_rc6-4o-dt4ffWr -w.hfc ujoc�l�ur_( .._ c�� Irn�_ ias_�m .__7 �ar_rc� ----- -1 otrin V�G 1r�c�uSQsson� s�ea�F 6i� J�d.1�-Trv'sk ate_ 10 - � �� j � Commonwealth of Massachusetts SheeMetal Permit Date: 12 —t 6 XNJ � Permit# Estimated Job Cost: $ dL�� � Permit Fee: $ Plans Submitted: YES, Plans Reviewed: YES NO Business License # Applicant License# Business Information: Property Owner/Job Location Information: Name: /Z T Name: Street: J Z V i9 7Z f 2 Street: bJ4-9 u C ` �y City/Town: (, ���'�� City/Town: (fC h' S Telephone: 6 O60- 54 Telephone: 5-0 0:�2:2('0 --Z �` Z Photo I.D.required/Copy of Photo I.D. attached: YES V"."NO �� Staff Initial J-1 /�IVI-l;�lnrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System ✓ Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: r Z h e w �� S fie`"''S INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes�o❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxR I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laps. Duct inspection required prior to insulation installation: YES ✓NO Progress Inspections Date Comments i Final Inspection Date Comments Type of License: By Master Title ❑Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: Fee$ Check at www.mass.oioy/dDl Inspector Signature of Permit Approval �ry ii t 1 OMIIAONW ALTH OF;MASS' �H�SETTS k SHEi T.rfiTAL' WQRKRS SUES THE FOLLOWI IC E N S ° 5:. A MAS1 ERA UNRESTR hCTEUr .v / T- � 1 HEATING & A/C S !� 1 PO BOX"666., � y e F ' DRT AT I W t NG '6 A/C' E �`` ''" ti ..6l2'4AF2DS 0 x'!MA 02 532 .66 0 5. : o4 8 fi AS�SYACI°I�I�lS,VT 1,A U T r ..` RI RS �� `ti� LICENSE -- Vt a 151 GREAT NECK RD'T i �Yv✓ z ` ' WARENAM MA;.025712426. f , r Town of Barnstable Regulko' Services * � . ry Thomas F.Gefler,Director BufIdin Di�vWon � g Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 �vvPw.town.barnstable.ma.ns Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and. Sign This Section If Using A.Builder -,.as Owner of the subject property hereby autha dze_ IJ TZ T- (+ew}j h to art on my b ehA in all mattes t hdiv-e to work anthotized by this building g pe7nif (Address of Job) **Pool fences and alarms are the tespons'bili of the tY applicant. Pools are not-to be Elled-before fence is'installed and pools ate not to be utilized until ail fin2linspections are petfotmed and accepted. Signature of Owner e0f at , Print Nance Print Name , Date Q-.Fox&--0WM MIssor P00L3 The Commonwealth of Massachusetts Department of Industrial Accidents M d 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 --�-- j'� Please Print Le ibl Name (Business/Organization/Individual): ► 4 l ''p'S t Z° l✓ j Address: 12-N0 City/State/Zip: &fiVV^LL 1t\& 0 L5 3 Y Phone#: 5—&0 !SSb Are you an employer?Check the appropriate box: Type of roject(required): 1.�am a employer with _employees(full and/or part-time).* 7. lew construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp:insurance-require 9. Demolition 3.Fj I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 []Building addition 4.nI am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.Ej Plumbing repairs or additions 5 M 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 14.[]Other 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 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. tContractors 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. I - Insurance Company Name: l 15 1 h St/4,6 Cld (G p, Policy#or Self-ins.Lic.#: !�' V l CP 0 Z y L 0 !1 Expiration Date: Job Site Address: -2 N (titCe y u of I I? J 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 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 certi&Ander the pains and penalties of perjury that the information provided above is true and correct Date: Si afore• LL t� Phone#: 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 S.Plumbing Inspector 6.Other Contact Person: Phone#: 0 D.R.T. HEATING & AIR CONDITIONING f 1248 Route 28A'- Cataumet., MA 02534 Mailing address: P.O. Box 666 - Buzzards Bay. MA 02532 508-564-41 18 - 800-924-FlEAT . fax 508-564-9595 PROPOSAL Submitted To: Vollmer&Sons Construction Date: 11/28/2016 1455 Santuit Newtown Road Phone: 508-776-2058 Cotuit, MA 02635 Email: v_o_Ilmerandsonconstruction(agmail.com Attn: Mark Vollmer Job Site: 314 Waquoit Road, Cotuit, MA We hereby submit specifications and estimate for bid to: a Install Lennox EL195UH07OXE36B 95% efficient natural gas furnace with ECM blower and matching C33-36B 3 ton A/C coil in the basement to heat and cool the home as two (2) zones using a Honeywell HZ311 zoning system: Zone 1 —First Floor; Zone 2 —Basement s Install Lennox ML180UH045P36A 80% efficient natural gas furnace with ECM blower and a matching CH33-24/30A 2-ton A/C coil in attic to heat 2^d floor as one (1) zone • Install two (2) Lennox HCC16-28 filter cabinet w/16 x 25 x 5 MERV 11 air filters i Install line set/drain from attic to basement • Install a new Lennox 13ACX-036-230 Merit Series 13SEER R410A refrigerant 3-ton condenser outside on a plastic pad • Install a Lennox HCC16-28 filter cabinet to a 16x25x5 MERV 16 air.filter • Install all new 26-gauge galvanized ductwork with Reflectix bubble wrap on the exterior using a 1/4" air gap to create a R8.0 insulation value in attic and R6.0 insulation value in all other areas • Install all new flexible ductwork from main trunk line to register a Seal all ductwork to meet 2012 I.E.C.C. energy requirements • Install an adequate number of supply and return ducts • Acquire Manual J calculations and sheet metal permit and blower duct test • Supply two (2) Honeywell Focus Pro 6000 Wifi thermostats *Specia/Notationsr All wiring and gas piping to be done by others. Due to Manual J calculations and stretch ,code requirements, the equipment sizing, SEER rating and pricing of this proposal are subject to than. WE PR02QLE hereby to furnish material and labor-complete in accordance with above specification,for the sum of Upon Signing Upon Start of Job Upon Completion of Rough Upon Installations of Condensers Balance Due Upon Completion All material is guaranteed.to be as specified. All work to be completed in=a workmanlike manner according to standard practices. Any alteration or deviation from above specirications'involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance.Our workers are fully certified by Workmen's Compensation Insurance. Authorized Signature: �Cusua Diedc James Diede,President,D.R.T.Heating Note: This proposal may be withdrawn by us if not accepted within 30 days Acceptance of Approval: the above prices,specifications and conditions are sat�cttpry a0d of eby accepted.You are authorized to do the work asspecified. Pa ent will be made as outlined above. � Date of Acceptance: Signature: �� ;C / Visa/MasterCard accepted. There will be an additional 2%fee for credit card payments. ?/ease sign and return this copy to our office._Retain the,additional copy for your records i; QUITCLAIM DEED Naomi Goldman MacLeod,a married woman,sole heir of the Estate of Lillian S_Goldman, Plymouth Probate Docket No.05P0167-AV1 of Belmont,Middlesex County,Massachusetts for consideration paid of$209,900.00 grants to Phillip Mark Vollmer and Judith M.Vollmer,as husband and wife,Tenants'by the Entirety,having a mailing address of P.O.Bog 64,Cotuit,Massachusetts 02635 with quitclaim covenants, A parcel of land situate in the Village of Cotuit, Town and )County of Barnstable, Massachusetts,being Lot 106 on a plan entitled"Plan of Land belonging to Robert T.Fowler; Showing Cotuit Highground; Bates& Chellman, Engineers,July 1, 1926",which said plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 19,Page.143. Said lot is shown on said Plan and is bounded as follows: Northerly' by WacNoit Road,200 feet; Easterly by Lot No.107 on said Plan,200 feet; Southerly by land of owners unknown,200 feet;and Westerly by Lot No. 105 on said Plan,200 feet. Containing 40,000 square feet,more or less. For Grantors'title,said Deed dated]uly 31,1956 and recorded with Barnstable Registry of Deeds in Book 951,Page 153. Also see Estate of Lillian S.Goldman,Plymouth Probate Docket No.05P-0167-AD1. Signature page on next page. MASSACBUSETPS STATE EXCISE TAX BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date:-07-08-2016 @ 09:41am Date: 07-08=2016 @ 09:41am Ctl#: 164 Doc#: 34414 Ctl#: 164 Doc#: 34414 Fee: $118.20 Cons: $209,900.00 Fee: $642.60 Cons: $209,900.00 Commonwealth of Massachusetts Division of s & wildlife- Fishene MassWildlife ' Jack Buckley,Director.:. August 18,2016 r Mark Phillip Vollmer PO Box 64 Cotuit MA 02635 ' RE: Project Location: 314 Waquoit Rd,Cotuit Project Description: Single Family Home _ NHESP File No.: 10;35877 Dear Applicant - Thank you for submitting the MESA Project Review Checklist,site plans(dated 8/2/2016) and other - required materials to the Natural Heritage and Endangered Species Program of the MA Division of , Fisheries&Wildlife(the"Division')for review pursuant to the Massachusetts Endangered Species Act ` (MESA)(MGL c.131A)and its implementing regulations(321 CMR 10.00). " Based on a review of the information that.was provided and the information that is currently contained in our database,the Division has determined that this project,as currently proposed,will not result in a prohibited"take"of state-listed rare species. This determination is a final decision of the Division of z , Fisheries&Wildlife pursuant to 321 CMR 10.18. Any changes to the proposed project or any additional , work beyond that shown on the site plans may require an additional filing with the Division pursuant to the MESA. This project may be subject to further review if no physical work is commenced within five ' `years from the date of issuance of this determination,or'if there is a change to the project. Please note that this determination addresses only the matter of state-listed species and their habitats.If you have any questions regarding this letter please contact Emily Holt,Endangered Species Review Assistant,at(508)389-6385. ` Sincerely, ; -7.0� Thomas W.French,Ph.D. { Assistant Director www.mass.gov/nhesp Division of Fisheries and Wildlife Field Headquarters,One Rabbit Hill Road,Westborough,MA 01581 (508)389=6300 'Fax(508)389-7890 An Agency of the Department offish and Game �e rpanzirreoouuea�z a�C�/�vaaac�ivaeG7a lowOffice of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration;:;'^:j09558 Type: Office of Consumer Affairs and Business Regulation Expiration:-=9E21'12018 Individual 10 Park Plaza-Suite 5170' 1r - ;-; Boston MA 02116 MARK VOLLMER MARK "VOLLMER 1455 SANTUIT NEIIVCOWN COTU IT,MA 02635 Undersecreta ry Not valid without signature Massachusetts Department of Public Safety Board of Building Regulations and Standards License:'CS-047667 '`` '•:` "Construction Supervisor PHILLIP M VOLLMEk . PO BOX 64 COTUIT MA 02635 ^^� Expiration: CoFnmissioner 09/01/2017 Construction Supervisor Restricted to: Unrestricted-Buildings of an less than 35,000 cubic•feet 991 Use group Which contain space. ubic meters)of enclosed Failure to Possess a current edition of the. t State Building Code is cause for revocation of this Massachusetts een s '- DIPS Licensing information visit: se. r W MASS.GOV/DPS r_ F i Town of Barnstable Regulatory Services MAM Richard V. Scan,Director - Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 r Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject ,ro P PAY hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. /I( VA' aT PS CKFWT (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final t inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date '. QYOR AS:OWNERPERMISSIONPOOIS Town of Barnstable RegulatoryServices Richard V.Scali,Director Building Division suxsr Paul Roma,Building Commissioner MASS. $ 200 Main Street, Hyannis,MA 02601 ED 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'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 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- this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fomis\EXPRESS.doc 06/20/16 ®NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street America Group _ S-851431 KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company,a Florida corporation having its principal office in the City of Jacksonville,State of Florida,pursuant to Article IV,Section 2 of the By-Laws of said Company,to wit: "SECTION 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them." does hereby make,constitute and appoint Donald F Mccarthy its true and lawful Attorney-in-fact,to make, execute,seal and deliver for and on its behalf,and as its act and deed bond number S-851431 dated August 31,2016 , on behalf of ****Mark Vollmer**** in favor of Town of Barnstable Building Division for One Thousand and 00/100 Dollars($ 1,000.00 ) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized officers of NGM Insurance Company;this act of said Attorney is hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977. Voted:That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking, recognizance or other written obligation in the nature thereof; such signature and seal,when so used being hereby adopted by the company as the original signature of such officer and the original seal of the company,to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,NGM Insurance Company has caused these presents to be signed by its Vice President,General Counsel and Secretary and its corporate seal to be hereto affixed this 1 Ith day of January,2016. pou�+�a�;;,"'• n!- NGM INSURANCE COMPANY By: --- Bruce R. Fox "�Oa,�, ,�,� Vice President,General Counsel and Secretary State of Florida, County of Duval On this 1 Ith day of January,2016 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified,came Bruce R.Fox of NGM Insurance Company,to me personally known to be the officer described herein,and who executed the preceding instrument,and he acknowledged the execution of same,and being by me fully sworn,deposed and said that he is an officer of said Company,aforesaid:that the seal affixed to the preceding instrument is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company;that Article IV,Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF,I have hereunto set my hand and affixed by official seal at Jacksonville,Florida thisl lth day of January, 2016. TabheNnPHpat 1VN 8TA1'�OF FIARIDA Expiret.10/3l1019 I,Nancy Giordano-Ramos,Vice President of NGM Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the seal of said Company at Jacksonville,Florida this 31 st day of August 2016 unaafinyy�, WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343. TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene,NH 03431 Attn: Bond Claim Dept. or call-our Bond Claim Dept. at 1-603-358-1229. LICENSE OR PERMIT BONA BOND NO. S-851431 KNOW ALL MEN BY THESE PRESENTS THAT WE, Mark Vollmer of 1455 Newtown Rd Cotuit MA 02635 as Principal,and NGM Insurance Company a Florida corporation with its principal office at 4601 Touchton Rd East Ste 3400 Jacksonville, FL 32245-6000 , as Surety, are held and firmly bound unto Town of Barnstable Building Division in the sum of One Thousand and 00/100 Dollars ($ 1,000.00 ), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally,firmly by these presents. The condition of this obligation is such, that whereas the Principal has obtained, or shall obtain, a license or permit from the Obligee for Town of Barnstable Building Permit/Street Bond at 314 Waguoti Rd.Cotuit, MA 02635 for the term commencing on the 31st day of. August 2016 and ending on the 31st day of August 2017 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit, and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this bond, then this obligation shall become void and of no effect,otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty(30)days written notice to the Obligee and the bond shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond,for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER,that this bond may be continued from year to year by certificate executed by the Surety hereon. Regardless of the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made,the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED on this 31st day of August 2016 Mark Vollmer By Mark Vollmer NGM Insurance Company By Attorney-in-Fac Donald F Mccarthy. 68-QQ-0002a-05 .; ""' • --- C_C �� K�3 t©cam Crr 4 Wig c�uOt 11"D L0Z7 t j; ` ,4 WC Guide-to Wood Conwuction in.High Wiwd Areas:J1 D mph`�d Zone Massachusetts Chi cll 1st 10 rCompliance(7sa cMlit 5301.a .r}i Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) Wind Exposure Category .. p ./' P ................ ..................................... ....B 1.2 APPLICABILITY Number of Stones a roof which exceeds.8,in 12 slo a shalt be considered a story ( P Roof Pitch ... ...(Fig 2) story) <�2 sto2nes :...... n Mean Roof Height ........................ - :.:...:................... (Fig 2). < 2 Building Width W .................... �5 ft _33 :----..._-•-- (Fig 3)............::....... _ Building Length,L ..::....................2.. -.--...... s .....................•......(Frg.3)........... :...._.. Building Aspect Ratio_(L./V1!) .......... - �ft �3 0' (Fig 4)...................... Nominal Height of Tallest Opening """" :5 : .......(Fig 4)...................... ........ 1.3 FRAMING CONNECTIONS General compliance with framing connections.......:........ ....(Table 2)......................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............ Concrete Masonry:................: ...................... ... ........._.. .......................................... ... .. .......................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8°Anchor Bolts imbedded or 5/8°Pro rieta M ' Boft P Mechanical Anchors as an alternative in concrete Bolt Spacing —general................:.... ry.......: ........(fable 4 IrL Spacing from endfjoint of plate . )...................:...:............... �. e on[ ...................(F Bolt Embedment-concrete �g . � in: 6° 12° :........................:..... F 5 Bolt Embedment-mason - ( 9,..) ........:................. . .. :...........in n.�7° v� - Plate Washer............ ry............ (Fig 5):.. .................................... ... ............................................(Fig 5). ... >_3°x 3°x%' . •/ 3.1 FLOORS = R, Floor framing member spans.checked...............................(p Maximum Floor Opening Dimension................... (Fib 780 CMR Chapter 55)..................... ......... Pe g:.:.. (Fig 6)..:................:.......:............ ( < Full Height Wall Studs at Floor Openings less than 2'from �_-•""" Zft_12 Maximum Floor Joist Setbacks 9 Exterior Wall(Fg 6).,.............. Supporting Loadbeanng Walls or Shearwall................(Fig 7)..........;. Maximum Cantilevered Floor Joists "'""" "" "' ft 5 d Supporting Loarlbearing Walls or Shea_rwalI................ r 8 Floor Bracing at Endwalis..................... (F9 ).................................................... In ft <d .....................(Fig.$). Floor Sheathing Type ..................................... ........................... (per 780 CMR Chapter Floor Sheathing Thickness P ..(per 780 CMR Cha ter 5 Floor Sheathing FasteningP �....................... in. ...............(Table 2)...�d nails at rn ed ../ ................................... 9 .AL field 4.1 WALLS Wall Height Loadbeanng walls......................... ..............................(Fig 10 and Table 5). Non-Loadbeanng walls................:...... (Fig 10 and Table 5)....... ..._T ft-5 29 Wall Stud Spacing (Fig 10 and Table 5 G' <_ -•••••• rn. 24 o.c Walt Story Offsets ::.......,. (Figs 7&8).. .....................i.......,.---_......-.Oft 5 d 4.2 EXTERIOR WALLS3 — Wood Studs Loadbeanng walls............................... (Table 5) 6 'ft_- in. on-Loadbeanng walls............................::. (Table 5) .......:2x G - in. Gable End Wall Bracing' ft Full Height Endwall Studs............................................(Fig 10)........:::.............................:......................... WSP Attic Floor Length ...................:..........................{Fig..11)....... ......................................._0 ft>_W/3 Gypsum Ceiling Length Of WSP not used) (Fig 11)...........:_..... ..... . -'� .......... and 2 x4 Continuous Lateral Brace @.6 ft.o.c.....(Fig 11)................`.... _ or 1_x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 blocking @.4 ft.spacing in end joist or truss bays c/ Double Top Plate Splice Length ..............(Fig 13 and Table 6 mmon nails) ) ....... .. ...................... """"" """'—ft Splice Connection(no.of 16d%o .............(Table 6)........................:. z 6Vex I<- ---` Dgwtinent of Beg", wrySM71c s i Public Health Division Date Zp l G f ZBn M98 Stree4t HPunla MAM01 r Dnte Scheduled {, Tlme ,4 M lb g t� t` Soil Suit}abihkY{}Assessment for,Sew e Du'posa Ain acgoa Addrms LOCATION&GENERAL EvSOIAMMON 3Iq tu4%,�1 (I1 aem ia n �o lr�!Lc4n ClJ hA- AA., 0455 AEtraffis a 4 tuema,%s 7,� Assomen YiapMucet-06&-d-5-7-(y'O'2 NEW coNstn[�ucr�o t V �A� r- ' � - D►atan®limuc OttmWatrritatY -4 t► PGSW-Z-W-A. 'v A- DrinidaBVltrteryVdl �/� ft DcalfmgnlYay _� a p�tpline (Q �2F1 t}ther t` MUCH:(Street aem,dlmonshmy of lot,onat lamtlone of test holm&pare teats lo-nto wetlands 1.pow rdtp to hnln} i V AAv1f�' Parch:material(Cwm&c) Q V( vial} Depth to Bedrock. Dc"th to Gnmadwater Standing Water is Hol~ A10 nt Weepimg front.Pit Fax�a Hs =ted Seastrral Hivh GroacdvAte. DETERAGNATION FOR SEASONAL HIGH WATER TABLE Method used: Depth Obse.ved standing in o>e hots In. Depth to soli molder ;.I. DcPxh tQ weeplav tv"side oratr sunk: t=. (Imadwater Adjaspncnt L�sl-i 9l c0 @ Ring Ia=.r. Index Welt IM-cl Ad).&V" Adj.Grov-,Idwaw Level•.,,.. PERCOLATION TE$`I` Nato Tt. - Hok# i_ xe_-3r-t Tfa�ets" Dept of Pere r3�2 -� 3 4 `I ZA f Q+`),9rne at ff r Had t:r7-11k. Rare t:SaAneh Site Siitability Assmmm- Sire Yamd S-:T PYHeP- Add:acnr•Tcstinv iNceded iY!\; Orignai:Public balm Division Obs`rvatie Hole Data To Be_Completed on Back-------• " $**If percolation test is to be conducted cgitbin 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)creek prior to beginning. r,VSEPI'(QpERCfY�JL�i.'JL'C - • a,. � • II t - A WC Guide to Wood Construction in High Wind Areas:410 mpl: Wind Zone Massachusetts Checklist for Compliance(ego CMR 5301.2.1.1)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)..................................-L_Crft Z�in.511' —sr Sill Plate Spans ..................:....:..................................(Table 9).......................::......... tb ft 0 in. 11 —,1- Full Height Studs (no.of studs)...................................(Table 9)............:........................................... _ Non-Load Bearing;Wall Openings(record largest opening but check all openings for compliance to Table 9) Header-Spans.................................... (Table 9)........................ — Sill Plate g Spans..... )............................... .::. able 9 ft U in::512° v� Full Height Studs no.of studs ...............(Table 9).....................:..............................:... Exterior Wall Sheathing,to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W u Nominal Height of Tallest Opening2 ..:..........:....:...:.....:........................................... ��P'8" ✓� SheathingType.............................................(note 4)...................................................... 9 Edge Nail Spacing.........................................(Table 10 or note 4'if less)....................... —in. v Feld Naff Spacing —� P g....:.........•----......---.....::_.:..:(Table 10).:.........:._:::.:_....__.:._:..:............... l�in. ShearConnection(no.of 16d common nails)(Table 10)................................................... it. l Percent Full-Height Sheathing..............:........(Table 10)........,..,................0..............r] % ✓' 5%Additional Sheathing for Wall with Opening>6'8".(Design Concepts)..................... _ Maximum Building Dimension,L Nominal Height of.Tallest 0 nin ....... .................... ...L s 6'8" .................... Sheathing Type........:.:...................:.:::....:....(note 4):. ................................................ Edge Nail Spacing.................:...........:...........(Table 11 or note 4 if less)......................... in. c� Field Nail Spacing .. It`in: P 9..............................:.........(fable 11):..........:.......:........::......:...:...... Shear Connection(no.of.16d common nails)(Table 11),:. ......................... .. y' ✓' Percent Full-Height Sheathing.................:.....("Table 11)... ..... .....?jj .1.�/0 .•�' 5%Additional Sheathing for Wall with Opening>6 8"(Design Concepts):.................::... Wall Cladding Ratedfor Wind Speed?--•••.............................. ........................................................................... 5.1 ROOFS F ' Roof framing member spans checked?.....:::....:.:.. :(For Rafters use AWC Span Tool,see BBRS Website) t_ Roof Overhang .(Figure 19)..:.......... .!L- ft:smaller of'2'or 1_13 11 Truss or Rafter Connections at Loadbearing Walls' Proprietary Connectors Uplift....:....:.:....;............................... able 12 U= Lateral........ ..:...........I...(Table 12)......................................:........L=�pff —A::-' - Shear...........:.:............0...................(Table 12)..................---................0....:5=�plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T=24 Z r)f ✓' Gable Rake Outlooker....:....:::.::.:::::::...:......: Fi ure 20 ft<_smaller of-or L/2 1_ Truss or Rafter Connections at Non=Loadbearing Walls Proprietary Connectors .. able 14 U=9'l. Lateral(no.of 16d common nails)...(Table 14).......................................L=Qc Ib. Roof Sheathing Type...... ...................:........................(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness.............................:...............:....:....................................a in.>_7/16"WSP � . 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 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1.8a 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-grade. CoTv 17 spy l7cv tCsj,CLC f AN w2 abl=4 k4a®la MOM {: Date Scheduled ? b Title f6 Am >�� � �.A, Soil Suitability A.ssessmentfor Sew ' e Du' 14�'� YnfmteedB]S��C�I/`1Gl��c l G cJr t� BY• A�jl W_ I=dtm Athtttsss LOCAITON&GENERALI Mp.MATION ~`1 31'[ ku4%,IG9V- OwnCaNamo LI IIiou, Gotjn, -,x Cat ►V AA., 55 ., P,- a� i�. s rid c,�� Aa�aMapftn:t-t?6G—d'—7-6tT2 .j. Ettgtrtca'alloma�, �`/�t[.�� llHwcortstaucrroai urAm — 7-S3t PLC: � czrr. D►emUs6aatc Op=ww".Haar �� rt t'm>tlaewaArm 41 DttttidagVle>erwdt LJ A- e 7 - Otalltagewap �'�' a py�p� �� --�p •t}tLar. s s, �- ... 'r r +- SKETCH:(Suet name.dimtmshma of tut.exact locatlma of tat balm&Pam tests,ttt7te ar.11.d.t'n Pcteiindly to hole,) f V4�AV�� * 3 Z �. • _ � C$ CI7 IN a�vo► \— �� Pace:m-trial(�tlog c) O CJ S y`�q 1�^' p to Bedrock, 1Y 7 Dnth co Gravndxater Shading dater in Hek: O Wtep ag rmw Fstiaated Sea mI Nigh Groundwater DI TERNUNAM-N FOR SEASONAL HIGH WATER TABLE Method Used. Depth Obsr.ved standing in air hole in Qepr�m 3a1!raoltles; _;t. Acprh to weeping ttoro side orb hnk: 6nnredwatr.Adjastscsnt bdu WCH g Rceing Da-r tad=Well IMI Ad).AcWr Adi,Gtot:adwater Level PERCOLATION TEST Dow_____.,_ � Ohsavatiu� Hale A i,_ :ro$at V, DeFlh of Par vC� S�t 3 b St1 2-4 A 6,-b-at it slut Pre,**-..= t%- Fxd Rate hlinilach Site Saitkbility Ass=mcrr. Site Paswd —oC�_ Silt PfUre: Ad(USene!Thtin;NeW d(YIN) Original:Pob5cHcaMDivisitm Obs:rvalica Hole Data ToBe.ComgtetedonBack ---:----- ***If percolation test ii to be conducted vrithin 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. n II;FM0PCRCF0FbM.U0C • t 1 o. ,r.' � .r t ' } - A WC Guide to Wood Construction in High Wind Areas 110 mph Wind Zone Massachusetts Checklist for C® pl>iance (780 CMR 5301.2.1.1)' 4..- a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis.parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels.shall be attached to bottom plates and top member of the double top plate. w iv. On two story construction,.upper panels shall be attached to the top member of the upper double top plate and:to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band'joists,•and girders shall be a double row of 8d staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment .-WEN THIS EDGE RESTS ON FRAMING USES!MA11 S AT6b=_ ' 11 11 Y 1.1 11 11 I 1 `C 11 11 N 1 _ Ii.F 1 11 m -11 It � fl II 1¢L 1 1. Q d I j i i U9 4t 1 {� 11 11 11 1 11 �11 I 1 -- 11 WVW.GWGE - 15IAILSPAtiING _ 1 t F 6AN I t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment V� AWC Guide to Wood Construction in ugh _Wind Areas:110 mph Wind Zone Massachusetts Checklist for Complla nce(780 CMR 5301.2.1.1)i L 1 , t / t ` I y 1 i t t A&W1U1 A1 PAT7HiN PANE EDM DQUMEMAR®GESRWnr.DETA! Detail VerticaFand Horizontal Nailing . for Panel Attachment J REScheck Software VerMon 46. 02 „ . ti 1. Ff Compliance Certificate 73. Project Vollmer & Son Energy Code: 2012 IECC �. Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from.North • . v Conditioned Floor Area: 1,740 ft2 Glazing Area 12% , Climate Zone: 5 (6137 HDD) Permit Dater a Permit Number: Construction Site: Owner/Agent: r Designer/Contractor: 314 Waquoit Road ` Vollmer&Son ' Colony Insulation, Inc Cotuit, MA . PO BOX 64 28 Jonathan Bourne Drive - Cotuit, MA 02632 Pocasset, MA 02559 Compliance: 1.0%Better Than Code Envelope ASSe"mblie5 .Ceiling 1: Flat Ceiling or Scissor Truss 1,500 49.0 0.0: 0.026 39 Ceiling 2:Cathedral Ceiling ~. 500 '30.0 0.0, 0.034 ' 17 Wall 1: Wood Frame, 16"o.c. , 368 20.0 0.0 0.059 18 ' ` Orientation: Front Window 1: Wood Frame:Double Pane with Low-E 44 ,,.. 0.280 12 SHGC: 0.50 , ' Orientation: Front Door 1: Solid - 18 0.280 5 Orientation: Front Wall 2: Wood Frame, 16" o.c. 448 20.0 0.0 0.059 • 19 Orientation: Back Window 2:Wood Frame:Double Pane with Low-E j 100 +' 0.286 28 . SHGC:0.50 . A , w" Orientation: Back Door 2: Glass 20 0.280 6 SHGC: 0.50 ` Orientation:"Back Wall 3:Wood,Frame, 16"O.C. 608 20.0 0.0 0.059 34 Orientation: Right side , Door 3: Solid 36 a 0.280 10 Orientation: Right side Wall 4: Wood Frame, 16"o.c. 560 20.0 0:0 0.059 29 Orientation: Left side 4 ` Project Title: Vollmer& Son Y Report date: • 08/16/16 " { Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck , Page 1 of 9 L• Window 3:Wood Frame:Double Pane with Low-E 70 0.280 20 SHGC: 0.50 , r Orientation: Left side t'Y ! Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,740 ;_'t 30.0 0.0 0.033 ' 571. Mechanical Equiom n .. 4 LIM Forced Hot Air :Gas 83 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 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Name-Title •Signature `,Date + " Project Title: Vollmer& Son -Report date: . 08/16/16 Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck Page 2 of 9 _ r ! • r i REScheck Software Wr"si®n 4.6.2 ; Inspection Checklist F �;g 3 Energy Code: 2012 IECC , Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will'be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. , Section i i - a ,' �� r Plans Verified Field Verified{ # i Pre-Inspection/Plan Review. 'Complies? F Comments/Assumptions 1& Req.ID' Value Value 103.1, Construction drawings and ❑Complies• „ 103.2 documentation demonstrate •` ❑Does Not ' JP11111 energy code compliance for the + building envelope. []Not Observable ❑Not Applicable' ............. _. - - - -- --- -- - -- - _ ---- - 1103.1, Construction drawings and ' [:]Complies ` 103.2, documentation demonstrate - ❑Does Not `403.7 energy code compliance for C [PR3]1 lighting and mechanical systems. ` E]Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 1302.1, Heating and cooling equipment is - Heating: Heating: - ❑Complies 403.6' sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 • on loads calculated per ACCA Cooling: Cooling: Manual j or other methods Btu/hr ❑Not Observable . T approved by the code official ❑Not Applicable t• _� � t "Btu/hr � _ € Additional Comments/Assumptions: JY a h • 4. 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3) i 4 Project Title: Vollmer& Son s ` Report date: 08/16/16 Data filename: C:\Usersvune\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd'Cot.rck� -Page 3'of 9 R' e k . « r Section # Foundation Inspection Complies?. .', Comments/AssumptionsM ^�1 t& Req_ID 4 303.2.1 A protective covering is installed to ❑Complies• '' [FO11]2 protect exposed exterior insulation ❑Does Not 4 + and extends a minimum of 6 in. below grade. ❑ ' Not Observable _ ❑Not Applicable 1403.8 Snow-and ice-melting system controls ❑Complies ..' -- .� ----- --- - — [FO12]2 installed. _ ❑Does Not (' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: * ♦ . , Er _ . • _ . `. ' i•, ! ♦ i • ' a ` '♦ •.,� i C ^. ' .:� .r •� • • t ` + J' ? Sw • III 1 c ' 1 ,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vollmer& Son Report date: 08/16/16 Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck Page 4 of 9aa- Section _puns Verified Field Verified{- W2A- m# ;Framing/Rough-In Inspection Value Value Complies? Coments/Assumptions & Re4 ID i 402.1.1, Door U-factor. U- U ❑Complies 'See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable { ❑Not I Applicable ---__ ----- ` - ------ ---- 1402.1.1, Glazing U-factor(area-weighted U- U ❑Complies k See the EnvelopeAssembhe5 3 1402.3.1, average). - ❑Does Not -* table for values. 1402.3.3, 402.3.6, �� .. y []Not Observable. r p ❑Not'Applicable 402.5 - [FR2]1 •, 303.1.3 U-factors of fenestration products w ❑Complies• I[FR4]1 are determined in accordance ❑Does Not'. r , with the NFRC test procedure or 4 + taken from the default table. ❑Not Observable ❑Not Applicable " 402.4.1.1 Air barrier and thermal barrier ., ❑Complies , [FR23]1 installed per manufacturer's: ❑Does Not �. instructions. - } ❑Not Observable',' , [ - - r ❑Not Applicable - - 402.4.3 Fenestration that is not site built - FIComplies ' [FR20]1 is listed and labeled as meeting Y +. 1 ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 = [-]Not Observable �, E I or has infiltration rates per NFRC ❑Not Applicable " f 400 that do not exceed code pp limits. 1 402.4.4 IC-rated recessed lighting fixtures - ❑Complies ; j[FR16]2 sealed at housing/interior finish ❑Does Not ' f and labeled to indicate<_2.0.cfm , II leakage at 75 Pa ` ❑Not Observable ❑Not Applicable - ---- - -- -- - --- ----- -- -- - -------= . -_— ---- - - ----- --- -- - ------- -- - - - _-- -- 405.2 All ducts in unconditioned spaces 'R- 1• R� ❑Complies [FR25]1 or outside the building envelope ❑Does Not are insulated to>_R-6. ❑Not Observable ,,. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑complies [FR13]1 air handlers,and filter boxes are []Does Not . sealed. []Not Observable Y ❑Not Applicable r -- - -- - ___.. .-- ._ - --- --- ------ - - --- ------ ------ --I 403.2.3 Building cavities are not used as ❑Complies• ] FR15 s ducts or plenums. ❑ ` I[ P _ Does Not ❑Not Observable ❑Not Applicable d. r• 1403.3 HVAC piping conveying fluids R- R- ❑Complies , [FR17]2 above 105°F or chilled fluids ❑Does Not t below 55°Fare insulated to>_R- v- 3 ❑Not Observable T ❑Not Applicable• v` �40'3.3.1 Protection of insulation on HVAc ' `,. ❑Complies 1[FR2 1 4]1 piping. ❑Does Not ` #, ❑Not Observable . ` , « - - ❑Not Applicable � 403.4.2 Hot water pipes are insulated to R- R ❑Complies [FR1812 >-R-3. `° E D'es Not• f ❑Not Observable -_W _--__, __ _,_ ❑Not�APPlicable«, ..—.` +;• 4._».` ,..,-F• -•® �`_ �' .�Y T ,e tit r, 1;High Impact(Tier-1) 2 1 Medium Impact(Tier 2) 3 Low Impact.(Tier 3) a°• Project Title: Vollmer& Son Report date: 08/16/16 Data filename; C:\Users\une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck Page 5,of 9. Section ( Plans Verified -.Field Verified— ; k # Framing/Rough-in Inspection Value Value } Complies? Comments/Assumptions fi & Req.ID{ 1403.5 Automatic or gravity dampers are ❑Complies . i [FR19]z installed on all outdoor air " • • ❑Does Not ` intakes and exhausts. [--]Not Observable," ❑Not Applicable s Additional Corn ments/Assumptions• ti r # • r , a X } ` i 4 1 ;High Impact(Tier 1) 1 2 Medium Impact(Tier 2) i 3 Low Impact(Tier 3) Project Title: Vollmer& Son ,Report date: 08/16/16' .Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck, Page 6 of 9 • I Section i I Plans Verified Field Verified I # Insulation Inspection Value Value ? Complies? Comments/Assumptions { & Req ID --- ----- --- --.---- ---------- --- --.-._-_._.-- --_-.- --- ................_---_ __.—____ --__-__._-•_ 1303.1 All installed insulation is labeled _ ❑Complies [IN13)2 or the installed R-values ❑Does Not provided. ❑Not Observable i ❑Not Applicable - - ----- -- -- t--- - - -- - — ---- ---- --- -- - - -- - - --- - - -- '402.1.1, Floor insulation R-value. R- R- ❑Complies' See the EnvelopeAssemblies' 402.2.6 ❑ Wood ❑ Wood []Does Not table fog values. [IN1)1 ❑ Steel ❑ Steel ❑Not Observable i I ❑Not Applicable, ------ ---------------------------------------- - __..-- --------=---------------- - --- -- - ---- ---- - -- -'- 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions,and ❑Doe`s Not ° i[IN2)1 in substantial contact with the ( underside of the subfloor. ❑Not Observable ❑Not Applicable i.-.._._.._.. .____._ ___-____-_.-._.___._____.__ _. _.-..-._.- -.-_-.-.--__--_--_. _--_ __..-.._____._.; 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 1402.2.5, mass wall with at least Y2 of the ❑.Wood ❑ Wood ❑Does Not table for values.' 402.2.6 wall insulation on the wall = [IN311 exterior,the exterior insulation ❑ Mass' ❑'Mass ONot Observable' requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable .- -- - - — - ---------- - -- - _.;. --- ---- ----- -- ----------- - -- --- '303.2 Wall insulation is installed per ❑Complies J[IN4)1 manufacturer's instructions. q .° ❑Does Not,,,' r ' w i _ ❑Not Observable ` ❑Not Applicable Additional Comments/Assumptions: r 1 .. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vollmer& Son Report date: ' 08/16/16 Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck Page 7 of 9 j Section. , 1 Plans Verified i Field Verified Complies?` Comments/Assum tions 3 # Final Inspection Provisions I Value Value p p L& Req.ID% _ _. ---- - _ _. ----- lies --- I Wood - Wood ❑pa ;. 402.2.1, 1, ❑ ❑ mp See the Envelope Assemblies 402.1.1, Ceiling insulation R-value. R- R ❑Co e5 Not table for values. ? ji 402.2.2, Steel Steel 402.2.6 ❑Not Observable 11[FI1]1 * .❑Not Applicable --- - --- -- - -- - - --------- -- -- -------- -- -= - - - - ----- 303.1.1.1, Ceiling insulation installed per f; ❑Complies 41211 03.2 manufacturer's instructions. t ❑Does Not Blown insulation marked every - ' 300 ftz. f ❑Not Observable 4 ❑Not Applicable 402.2.3 Vented attics with air permeable. ',-e ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not + to soffit and eave vents that extends over insulation [:]Not Observable - -- ❑Not Applicable k - - ----- ==---- - -- - - 402.4.1.2 Blower door test @ 50 Pa <=5 ACH 50= ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2,and , " ❑Does Not <=3 ach in Climate Zones 3-8. ... ❑Not Observable ` ❑___-- Not Applicable - --- ----- ------- _ - -- * - --.._ .-- __ ...... i403.2.2 Duct tightness test result of<=4 'cfm/100 cfm/100 •❑Complies [[F14]1 cfm/100 ft2 across the system or • ftz ftz ❑Does Not <=3 cfm/100 ft2 without air i -• handler @ 25 Pa. For rough-in ❑Not Observable" k ; tests,verification may need to - <. ❑Not Applicable ' occur-during Framing Inspection'^----- 1403.2.2.1 Air handler leakage designated -- A ❑Complies - - -- - • [FI24]1 by manufacturer at<=2%of Y ❑Does Not , i. design air flow. , : ` , ❑Not Observable j ❑Not Applicable r _. -- _-- --- - -- --- -- -... _- -- - --=---- -- _.. _ r 403.6 Heating and cooling equipment ❑Complies [FI5]1 type and capacity as per plans. ❑Does Not T ❑Not Observable' „ ❑Not Applicable r -- -- - - ------- - - -'— --- - - - _ -_-- {- _ J 1403 1.1 Programmable thermostats ❑Comp lies T [FI9]z installed on forced air furnaces. - ODoes Not. ❑Not Observable " 1 " ❑Not Applicable . . ---------------- ------- ---- ._. - --=—--- ------- - -.--..._.. - 403.1.2 Heat pump thermostat installed ❑Complies - ;[FI10]2 on heat pumps. f ❑Does Not - " * E]Not ObservableY,.. + , ❑Not Applicable r 403.4.1 Circulating service hot water ❑Complies JFI11]2 systems have automatic or. ❑Does Not 1 accessible manual controls ' i .❑Not Observable, ❑Not Applicable -- ----- - ----- -- ----- -- -- --- - -- --- -_ --- --- ..._.__ _. :... - 1403.5.1 All mechanical ventilation system ❑Complies x j[F125]z fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy '' • #' and air flow limits. ❑Not Observable s- a '❑Not Applicable• ,,1404.1 75%of lamps in permanent t ❑Complies i ([F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. r ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable , ` 1 High Impact(Tier 1) i 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vollmer& Son Report date: 08/16/16 Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck ` Page 8 of 19s_`'. Y' t Section i j # Final'Inspection Provisions Plans Verified ,Field Verified Complies?, si. Comments/Assumptions i& Req.W Value Value —_— — - ------------------------------ ------ - ------- - ---------- _.. -:.... .--—--- ) 1404.1.1 Fuel gas lighting systems have ❑Complies j[F[23]3 no continuous pilot light. ❑Does Not ❑Not Observable. ❑Not Applicable ------------------------------------_-------------------- - --- ---._._......... .._..- ---------------- __ -----=------ ---- 401.3 Compliance certificate posted. ❑Complies ' [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable _` --- --- ----- ------------ -- — -------=— -------- - ------ - - ---- - ---- --- 4303.3 Manufacturer manuals for ..❑Complies 118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable' . []Not Applicable —V Additional Comments/Assumptions: ' : • ♦u n + i " I 1 High Impact(Tier 1) 2 i Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Vollmer& Son Report date: 08/16/16 Data filename: C:\Users�une\Documents\REScheck\Vollmer-8-16-16-314WaquoitRd-Cot.rck Page_9 of 9 t 2012 IEC' G .Emergy '- Efficiency' CeAfficate , Above-Grade Wall 20.00 • ♦ r Below-Grade Wall 0.00 e Floor . 30.00 rr + , #.4. !' Ceiling / Roof 49.00 ' Ductwork (unconditioned spaces):Z see - k Window 0.28 r 0.50 • Door r 0.28 .. 050L 'x ^ F Forced Hot Air 83 AFUE + `; Cooling System: N k Water Heater: Name: Date: Comments ' ' ♦•1 a .. M r ? !'� x • ` ' . ♦ i " - r r i r az, Town of Barnstable ' Zoning Board of Appeals ,, Decision and Notice Appeal No. 1997-51 Goldman Variance Pursuant to Section 3-1.1(5) Bulk Regulations summary No Variance Relief Necessary Applicant: Lillian and Naomi Goldman Property Address: 314&334 Waquoit Rd., Cotuit Assessor's Map/Parcel Map 006, Parcels 037-1 &037-2 Area .92 ac.; .92 ac. Zoning: RF Residential F Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal consists of two adjacent vacant lots each with .92 acres on Waquoit Rd. in the village of Cotuit. The lots have been in the ownership of Mrs. Goldman and/or her. daughter Naomi Goldman MacLeod since 1956. From Assessor's records,the land appears to have been subdivided and one of the lots transferred from Mrs. Goldman to her daughter in 1987. The property is located in the RF Residential F Zoning District, which has had a minimum lot size of one acre since March, 1973. The Goldmans obtained a variance for the undersized lots in October, 1986 (Appeal No. 1986-89). The Goldmans have again applied for a variance for the undersized lots to be considered buildable lots because questions have arisen concerning expiration of the original variance. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on April 02, 1997. A public hearing before the Zoning Board of Appeals was duly advertised and notices ' sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened May 14, 1997, at which time the Board found that no variance relief is necessary in that Variance No. 1986-89 was exercised. Board Members hearing this appeal were Ron Jansson, Gene Burman, Richard Boy, Elizabeth Nilsson, and Chairman Gail Nightingale. Professional Land Surveyor Edward Kelly represented the applicants, Lillian Goldman and Naomi Goldman MacLeod. Hearing Summary: Mr. Kelly reviewed the history of this land. In 1986, a Variance was granted for these two lots. Lillian Goldman deeded one lot to Naomi Goldman MacLeod in 1987. By doing this,they exercised the rights granted with the variance, however,.nowthere is some confusion over the lots because the Building Commissioner has ruled the lots are in common ownership. The Town has assessed these lots as two independent lots with two different owners since 1987 when the transfer occurred. Public Comments: No one spoke in favor or in opposition'to this appeal. After reviewing the dates of the Variance,the date the Clerk signed the Variance,the date of the transfer of the land, and the date the Variance was recorded, the Board felt the Variance was properly exercised. However, to avoid any further confusion a Decision was rendered. f Town of Barnstable-Zoning Board o.•appeals-Decision and Notice Appeal No. 1997-51 Goldman ,Variance Pursuant to Section 3-1.1(5)Bulk Regulations .Findings of Facts: , At the Hearing of May 14, 1997, the Board unanimously found the following findings of facts as related to Appeal No. 1996-51; 1. The property in issue consists of two vacant lots of land located at 314 and 334 Waquoit Road, Cotuit, MA consisting of.92 acres each. 2. Both parcels of land have the benefit of a Variance granted by the Zoning Board of Appeals in Appeal Number 1986-89. That Variance was signed by the Town Clerk, Anne Cahoon, on November 6, 1986. 3. The rights to exercise this Variance.under Chapter 40A, were exercised within the years period of time as evidenced by the recording of the deed, Lot 105 from Lillian S. Goldman to Naomi H. Goldman MacLeod, recorded in Book 5996, page 103. 4. Because these Variance rights were exercised within one year, the Variance rights did not expire and were properly exercised. No Variance relief is necessary. Decision: Based on the findings a motion was duly made and seconded that no Variance relief is required in view of the fact that the Variance rights granted in Appeal Number 1986-89 were properly exercised. The Vote was as follows:. AYE: Elizabeth Nilsson, Richard Boy, Ron Jansson, Gene Burman, and Chairman Gail Nightingale NAY: None Order: The previous variance has been ratified, the lots are to be considered two buildable lots. This decision should be recorded at the Registry of Deeds and referenced to the deeds for Map 006, Parcel 037-1 and for Map 006, Parcel 037-2. Appeals of this decision,if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision in the office of the Tow �ClerQk. u^'� S - , 1997 Gail ightingale, hairman0 Date Sig ed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the o 'ce of the Town Clerk. , Signed and sealed this ily day of 1997 under the pains and penalties of perjury. 92�j t At IN t , t; F , \I �10 a I : I I ' .Mz 12`iRt`�'NJI% ,z.. zs�ti�v, 2446 f.F cn , i i C f- ! t 1— r i r-- M I rri rr rr -71 G i «S - -..._ r.,...._ ._ .. TIT — -- m w 1. f . w i 1'! , cn al ?A .\`' -._.- _:. 24a6"� Yi.C.CtnP t : i • n rzo t i i I I MARK TUDE' VOLLMER Bruc 'Devlin 31'i .W14Qu01T 12D { D Oign® { COTUIT -MA. _ I ! 774-238-0773 � i i 40 26'-0' THESE PLANS ARE SOLELY DRAWN TO PROVIDE J R A ADDITIONAL INFORMATION TO OBTAIN A 20'1 7-A2 BUILDING PERMIT.SEE ORIGINAL PLANS 126' ]'6' 186 � ;� G* 6EVELOPED BY DEVLIN DESIGNS FOR FLOOR PLANS AND ELEVATIONS W Q �0C) rn rn of NOTES: U W N W _ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ~ ,LU�o &DIMENSIONS IN THE FIELD 5 w_Los - DECK e . 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, o m Q xQ 10•-0• lo'a a• s6• S•-z' - 15 • a'-0• 1a6• 'DETAILS,&FINISHES IN THE FIELD WITH OWNER (� �O_LL 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ANDERSEN _ FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR ` Tw2aa6 B - 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ANDERSEN - STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 TW2466.3 ENCH ENC ANDERSEN M C-235 'S.) 110 MPH EXPOSURE B WIND ZONE U t 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD e ANDERSEN 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY RICK HOOD FOR ALL - ST.6.9' _ PROPOSED&EXISTING DETAILS - KITCHEN 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF (VERIFYKITCHEN so•.s•a• ALL SIMPSON COMPONENTS LAYOUT W/OWNER) I tr F�oa 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - n UP APRON TO BE 3000 PSI I I o 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE GREAT ROOM 4 DINING 0� o DURING FRAMING CONSTRUCTION ' RAN E ® o 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE O p v q 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" I &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF I g MASSACHUSETTS WIND SPEED MAPS s•-Io• I - - 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING Q ANDERSEN I - VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS TW2446 _ - _ ;, I W/OWNERS PRIOR TO START OF CONSTRUCTION 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY 3'd• - EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION L PANTRY - 4- INSTALLER/CONTRACTOR. r 17.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED 4 " IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS W 26'.Ere' 7 --6' 6' CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION O GARAGE I CLOS. --- - - .TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION FENESTRATION REQUIREMENTS) G r , .. Sn'.611 S•0'.6re' � BIFOLD BIFO UP CONC. O J APRON u•�Ac]o6 AzvuuE mvALUEvr4uE as v ue ol2 rr-oaErl +Ha a uE w /ryy asz 9' :•. CLOS. CLO p �' NOTES: 13'-0' 2" 5'-3 9'-11•. 1 3'd' - 1.R-VALUES ARE MINIMUMS U-FACTORS ARE MAXIMUMS � O Q ANDERSEN x 2.15119 MEANS R 15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR TW2446 - Ci - OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3n•.sre' BEDROOM MUDROOM ® j b 3.REFER TOIECC2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS W / - za•.sa- r/1 ANDERSEN - FIRE RATED �/J TW2446 , O b DOOR m AT b 0 O 4 q ANDERSEN O �///���/// O TW2446 v 1 _ \ ( l m l 2 2.6 ALL PORCH i Q 1. 4 C ( 4 BATH \/ LAUNDRY w A4 A4 Y �O NAILING SCHEDULE �..� O / \ ANDERSEN ANDERSEN - 110 MPH EXPOSURE BWIND ZONE ' a v- ANDERSEN Tm", 7.6 JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING J C M TW2446 L G ROOF FRAMING: ANDERSEN B BLOCKING TO RAFTER(TOE NAILED) 2-atl - 2-tOtl EACH END TW2446 AZ RIM BOARD TD RAFTER(END NAILED) 2-16 tl 316E EACH END _ WALL FRAMING: ` p w 3'-0' S6- 6'd' s a IT• 6'-0' TOP PLATES AT INTERSECTIONS(FACE NAILED) 4 Iw 5-im ATJOINTS STUD TO STUD(FACE NAILED) 2.16 tl 2AW a 2C o.c. - - HEADER TO HEADER(FACE NAILED) 16tl Iw - 16•o.c.ALONG EDGES 6 16' FLOOR FRAMING: -0' 6- 13'd' 22'6' w JOIST TO GILL,TOP 2 PLATE GIRDER(TOE NAILED) 46tl -1 Utl PER JOIST N BLOCKING TO JOISTS(TOE NAILED) 2-atl -1 EACH END W BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 316tl 4-16tl EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 316tl 4-'W EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 36tl 3.1W0E PER JOIST - . - BAND JOIST TO JOIST(END NAILED) 316tl 4-160 PER JOIST iNa�vii >az BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16tl 3-IW PER FOOT- N2zz033¢z.zz ROOF SHEATHING:' - wO QFNa�N o3 w3o.8 FIRST FLOOR PLAN �No�p�� I.lz m WOOD STRUCTURAL PANELS(PLYWOOD) w RAFTERS OR TRUSSES SPACED UP TO 16"o.c. atl 1 Dd 6•EDGE/6'FIELD o O N ti E w N.r w y i O RAFTERS OR TRUSSES SPACED OVER 16•o.c. w - Uld 4•EDGE/4 FIELD z E v1 U- GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG !1a 10tl 6•EDGE/6•FIELD x u 3 z OO o O u ad GABLE END WALL RAKE OR RAKE TRUSS w 'Otl 6'EDGEl6'FIELD SMOKE DETECTOR w/SrftucruRAL OUTLOOKERS - GABLEENDWALLRAKE OR RAKE MUSS WI LOOKOUT BLOCKS w Iw 4•EDGE14'FIELD SCALE GYPS ©CARBON MONOXIDE DETECTOR - GSHEATHING: GYPSUM WALLBOARD -'- 5tl COOLERS - ]•EDGE/10'FIELD Q HEAT DETECTOR WALL SHEATHING: .1/4R STUDS SPACED UP TO 24'o.o. w Iw 3•EDGE112•FIELD tn'&25/32'FIBERBOARD PANELS aE - 3•EDGE/6'FIELD DATE 1/2'GYPSUMWALLBOARD WCOOLERS - TEDGE/10'FIELD FLOOR SHEATHING: 9/15/2016 WOOD STRUCTURAL PANELS(PLYWOOD) Jz' - I"OR LESS THICKNESS - BD 10tl G'EDGE/I2'FIELD GREATER THAN I-THICKNESS 10tl 16tl 6'E1DG IW FIELD DRAWING NO.: Al d 20d Td• U THESE PLANS ARE SOLELY DRAWN TO PROVIDE J ADDITIONAL INFORMATION TO OBTAIN A it (SHEDDOR ER) BUILDING PERMIT.SEE ORIGINAL PLANS e DEVELOPED BY DEVLIN DESIGNS FOR FLOOR 3'-11• ]'-t6 3'-0' 5'-3' A2 11 4-0 V/❑ TEMPERED - W O cc'jo - ANDERSEN ANDERSEN ANDERSEN N TW2d42 TW2442 TW2442 r� Lu to m E-_04— ANDERSEN W^� TN2442 5 W d O C) F-W:C co ACCESS BEDROOM U v a PANEL Y6'x 68• I BATH I / - ANDERSEN TW2442 O S. MMI I —_ _—_—_—__ $ ANDERSEN ACCESS\ L� 2'6 z6a• I PANEL ®k BEDR 2.0•x68• ]'<• s'-0', 3'-1 3'<• 1T_2 141' DN i / \ b 2Vx6'8' I 76•x6.8• ATTIC HALF WALL CLOS. H LL L_______I________ ad• C LOFT ACCESS - - PANEL 'Y ANDERSEN ANDERSEN ANDERS a ATTIC 4 4' 14'd' 4'-0• W . n Zd' Z-3- T-3• Td'- O (SHED DOF MER) c m c LL O 0 f14 44� A4 CONT.RIDGE VENT v OERBEN TYP.ROOF CONST. W TW2442 -2z 6s@IT o.c. www - ANDERSEN B 4a / \ _ -2x 1CDX PLYWOOD WOODROOF SHEATHING �,■ I 1 5/8•CD ROOF RAFTERS A TE ROOF SHEATHING v, W _ ASPHALT ROOF SHINGLES r -16LB.FELT PAPER O -11"HIHR BATT INSULATION \ @ SLOPED CEILINGS(R=3B) O -1 BATT INSULATION 6-0' 8'-0• ,1'<• tt'J' - 12 / // \\ \ @ FLAT CEILINGS(R=-M) �.y 2 x 12 RIDGE BOARD Ts // / \\\ -SIMPSON H 2.5 HURRICANE CLIPS c / / \ -\ AT ALL RAFTER ENDS 16d' 6-0' 13'd• 2Z-8• / / \ \ -ICE/WATER SHIELD AT BOTTOM - BOTTOM OF / \ 3V•OF ROOF CEILING JOISTS 2 x 10's 16'o.c. \ -WIND WASH BARRIERS RAFTERS - -WIND WASH BARRIERS SECOND FLOOR PLAN / \;\ \ W Q / 117 GYP.BOARD \ \ a�� / ON 1 x 3 STRAPP CONT.SOFFIT VENTS V 12 cy) 10 LOFT BEDR00�\ \ \\ TYP.WALL CONST. w \ 1.2z6STUDS@16o.c- a SECONDFLOOR iy \ 2.12•PLYWOOD SHEATHING m�Ow O SUBFLOOR 3.T(R=20)BATT INSULATION 4a O i y r w ti u00�1'� F7K~w 4.112'GYPSUM BOARD TOP OF PLATE 11]/8'I-JOISTS@16•o.c. 5.W.C.SHINGLE SIDING w���O�i Oiiii Oa PT.2,10 LEDGER BOARD LAG BOLTED TO SOLI.,BLOCKING W/TS HA GERLOK BOLTS - 3-1 3ld•x 9 12•LVL BEAM _ 6.6 MIL VAPOR BARRIER F y i i rc W p j 16•TA W/IMPS JOISTS HANGERS 7.6 MIL POLY VAPOR BARRIER Z w O a I-" O m w INSTALL SIMPSON DTT1Z FASTEN COLUMNS TO BEAMS WI w p i rc JO i¢i TENSION TIES AT(2)LOCATIONS MANUFACTURER'S SUPPLIED HOLD 1.6 BEAD BOARD m 0 m Q E H FROM HOUSE TO DECK JOIST DOWN HARDWARE 8 RECESSED " m u LL 00 Oa OwNFK O (1)EACH END N LIGHTING "E i�O "4 10'DIA FIBERGLAS m0-0 STRUCTURAL COLUMNS HALL KITCHEN �N x _ o�m�iw�ooi�m aowm�w�c�,o�y 110 3l4"T B G PLYWOOD �E ti FASTEN JOISTS TO BEAM FIRST FLOOR IPE DECKING SUBFLOOR-GLUED 8 NAILED w U 3=u o'O F u<¢ WI SIMPSON H2.SA TIES _ SUBFLOOR P.T.2x 10's@i6•o.c. AZEK FASCIA WI 'P.T.2 z8's@16'o.c. 11 7/8'1-JOISTS @16'o.c. 1P.T.2x10's 3.2x12GIRT SCALE : 9•BATT INSULATION(R=30) 12'DIA.CONCRETE SONOTUBES P.T.2 x 6 SILL IT DIA.CONCRETE SONOTUSES - ON 2a•DIA.BIGFOOT FOOTINGS - ' W/24'CIA,BIGFOOT FOOTINGS _ y TO 11Y BELOW GRADE.USE 7W/SEALER DAMP ROOF BELOW UNDERNEATH TO 4V•BELOW in SIMPSON ABU 66 POST BASE TYPICAL312•DIA. FULL GRADE DATE : GRADE.USE SIMPSON ZMAX MUSS POST BASE STEEL LALLY C!)LIIMN BASEMENT' Q 6 • P.T.2 x 10 LEDGER BOARD LAG BOLTED TO x+/ 5/20 v x SOLID BLOCKING WlJOISTS HANGERS ALEDGETRBOTH ENDS ' IT 4•POLY UN SLAB AT MIL ' - - LOK BOLTS POLY UNDERNEATH - TOP OF SLAB DRAWING NO.. TYPICAL 30•x 3T x 12• ,0 CONCRETE FOUNDATION L— ~CONCRETE FOOTING WALLS W/(1)M HORIZONTAL UILDING SECTION @ DECK BAR AT TOP6NCRETOFWALL B e SECTION @HALL/KITCHEN W/,D CONCRETE FTG A21 a2 ' i THESE PLANS ARE SOLELY DRAWN TO PROVIDE ADDITIONAL INFORMATION TO OBTAIN A INSTALL SIMPSON DTTIZ J TENSION TIES AT(2) 15 LOCATIONS INSTALL SIB'SIMPSON TITEN HD ANCHOR BOLTS AT BUILDING PERMIT.SEE ORIGINAL PLANS FROM HOUSE TO DECK JOIST 28'oc.MAX.WI SIMPSON BPS 5I8-3 BEARING PLATES - , TO A8'MINIMUM DEPTH.BOLT LENGTH IS 10". DEVELOPED BY DEVLIN DESIGNS FOR FLOOR (1)EACH END 6' g PLACE BOLTS WITHIN 6--1 S OF EACH CORNER AND INSTALL FLASHING UNDER CD O F HOUSEWRAP B DECKING 10' Q O DIA.CONRETE SONOTUBES El W Q N LOON W124-DIA.BIGFOOT FOOTINGS DECKING = CD�O F UNDERNEATH T04'0'BELOW 20'-0' ]'d' 20'-2' 1SF• GRADE.USE SIMP(SON ABU66 A 28 o.c. Lu Q POST BASE—\ 6'-8' _FASTEN JOISTS TO BEAM FLOOR JOISTS Q W V W/SIMPSON H2.SA TIES - NU.) P.T.2.la,Q 16'o.o. l—0 LLJ 3-P.T.2•x 10 BEAM - F—3:w INSTALL PEEL 8 STICK O W d O� RUBBER MEMBRANE O m�`�--�v BETWEEN LEDGER 8 _ SHEATHING (Y)Q 2 UvMaLL P.T 2.10 LEDGER BOARD LAG BOLTED TO , - SOLIDB OCKING STAGGERED LEDGEJOISTS AN BOLTS 16'ID STAGGERED W/JOISTS HANGERS 4 DECK DETAIL q P.T.2 x 10'S Q i6'o.c. P.T.2 x 10 LEDGER BOARD LAG BOLTED TO - i p.T.2.6 SILL WI SEALER SOLID BLOCKING Wl(2)LEDGERLOK BOLTS 16-o c.STAGGERED WI JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES AT(2)LOCATIONS .� FROM HOUSE TO DECK JOIST ' (1)EACHENO 1r-0• - - �NT -- HOUSE ANCHOR BOLT DETAIL § BASEML — WINDO - 12x1 GIRT - INSTALL BIB-SIMPSON TITEN HD ANCHOR BOLTS AT 24'—MAX M SIMPSON PLACE BOLTS WITHIN T-5P OF EACH CORNER ER ANDNG E BE 6 9' TO AB'MINIMUM DEPTH.BOLT LENGTH IS 1W' KT. PKT. P - 9 I I I ' ror r-------L----------- -------- ... .. - --------- ------ O BASEMENT - WINDOW I I I II low - j FIRE PROTECT JOISTS U� C II O C _� 11]re'1-10ISTS @ 16• I I I II I � B• a•r a eo e-0' I � � �I I A/ LL i P.T.2.6 SILL Wl SEALER 1' 1 O I I I r---J I 2' " _ 1 I 'I PKT. - - 12.12 GIR - - - - - I - - �. . i L L L 1 ; 1 1 GARAGE ANCHOR BOLT DETAIL - LL 0 �0 I GARAGE w > L.f. _ BASEMENT B'GDNG SL OO. r^ PITCH rT00.H.DOOR - - - `/J I ' '--\ UP I W/6 x6 WWFEMBEDDED Ipn - I-" "i P CONC.SLABWl6 MIL ` I ON A6'DEEP GRAVEL BASE) I I 1Oa Q O POLY UNDERNEATH) _ 4'-0' I C II I O TYPICAL 30'x30-x1r - BASEMENT I CONCRETE FOOTING I I b q WINDOW TYPICAL31I2'DIA. _ T ��( STEEL LALLY COL MN 'F _ I I - _ i OZ5 /r . BE F- BE N -P - - 3-2x1IGIT - PKT-r— — 1-7 tj q LLJ 1 f- __ __ —— — , I I ELEVATION VIEW SIDE ELEVATION 11 CONCRETE FOUNDATION I FROM EX RI P T.2x8's(aJ 16'o.c. I WIR AATT(1)N4 HORIZONTAL I - Z L M I BAR AT TOP 8 MIDDLE OF WALL W/1W x 20'CONCRETE FTG. ��I T04.0'BELOWGRADE ( S = - I I I A3 n _ � a�.,,�,,...•. w }P.T.2x10 BEAM -r �wm.w.dm.�um..w „w•a°.wma�I 1r'0 SELONOTUB ------------------------- J _ zZ w ----- T04'0'BELOW GRADE � ]; �e� •i 1 I� •a... wz~OU�2 EO 3 p ma..r s�eo.w.w. USE SIMPSON ABU66 _ ""°""'O"�""'""'"^' ��~nl O xia —— ——————————————— POST BASE D - �..w Imw.el�r°. ji ii n _ iW Di�rn�O w 6'd ' •• ¢ 1P CONCRETE FOUNDATION .. I IHow. i0 0: WALLS W/(1)IN HORIZONTAL - IJ U m,x II H =W �pwG BAR AT TOP 8 MIDDLE OF WALL - .Pw-Im.a�.�s.rl.el I II � M N m I. p w-L �eo� m�O w�p NCO W/10-x2PCONCRETEFTG. B - ] li NEz�03�N _. y n4 : a •wml°w I{ Q 1 w 2 ¢ II w03Owow0¢��'OU.$ .. F t�No]ww Zp 22'41' T «®e oe O 1, e, w w w ZwZ O 1. Ovwj vim F3t� �O II a x�u33 coii;`"3a _ SCALE FOUNDATION PLAN 1/41' - 11-011 APA APA NARROW WALL BRACING METHOD NOTroscALE DATE : 'I OVER CONCRETE OR MASONRY BLOCK FOUNDATION 9/1 rJ/ZOO 16 r DRAWING NO.: • A3 THESE PLANS ARE SOLELY DRAWN TO PROVIDE26— J ADDITIONAL,INFORMATION TO OBTAIN A BUILDING PERMIT.SEE ORIGINAL PLANS z A DEVELOPED BY DEVLIN DESIGNS FOR FLOOR PLANS AND ELEVATIONS W Q m �0ow QW24M m 'N LA W �3:Wc-o'2 �wao� mm x a 4 _ OUv2a.LL e a nMUJ LVL BEAM • u O _ - w 11 7/8"L301STS@16"11. 'y I 3K.2 BEARING WALL MULTI LVL BEAMuj re , — D US ® O U J LLui p / L.L Lu TDI 2x6s@,6 cc. TYP.ROOF CONST. \/ MULTI LVL BEAM _ « A4 2 x 12 ROOF RAFTERS Q 16"a.c. W ASPHALT ROOFOOD SHINOO GI-ESSHEATHING Cw -15L8.FELT PAPER . q HIR BATT INSULATION . f x 10's @ 16"o.c. 12 @ SLOPED CEILINGS(R=38) TOP OF PLATE 12 -11"BATT INSULATION 22'-B" I FL CEILINGS(R-38) O ` -SIMPSODG 2B5 HUR 12 �Oz z -AT ALL N H 2.5 HURRICMIE CLIPS z z p w w -AT ALLTER SHIENDA u°wO�i OF NF O -ICEI WATER SHIELD AT BOTTOM - - - 3'0"OF ROOF Uj Ow SECOND FLOOR FRAMING PLAN FIR P WIND FTERB LLoa�=�= a °7 UNFINISHED -WIND WASH BARRIERS o STORAGE . r - iomwwFo .acza \ _ _ 3/A^T ac PLYWOOD m°uiW Nowak wp * - SECOND FLOOR SUBFLOOR-GLUED 8 NAILED - N vm-i i F O vNi O U ¢ozao3;<zwzr�1 _ SUBFLOOR - 11 71W I-JOISTS 16" r - TOP OF PLATE Q BATTINSULATON(R=30) 518'FIREGODE GYP.BD. CONT.SOFFIT VENTS rn - �-- ON 3 STRAPPING@i6" - rU3z[OioFOFc°i¢¢ c.c.IN GARAGE TYP.WALL CONST. 1.2 xfi STUDS @lW..c. SCALE - 2.tlr PLYWOOD SHEATHING 3.6"(R=20)BATT INSULATION m GARAGE 4.yr GYPSUM BOARD A n _ 5.W.C.SHINGLE SIDING'' 1/4' = 1,i 011 r - ` 6.TYVEK VAPOR BARRIER- - ' - - FIRST FLOOR - (4"CONC.SLAB 7.6 MIL POLY VAPOR BARRIER SUBFLOOR PITCH.2"TO O.H.DOOR PT 2 x 6 SILL, DATE W/6x 6WWFEMBEDDED W/SEALER ` - ON A 6"DEEP GRAVEL BASE) 9/15/2016 1� 18'CONCRETE FOUNDATION wA Ls w/(1) 4HORIzoNTA g DRAWING NO.: ` BAR AT TOP 8 MIDDLE OF WALL ` - W/10'x 20"CONCRETE FTG. - ` TO 4W BELOW GRADE,,: C SECTION @ GARAGE „ ( A4 A4 d THESE PLANS ARE SOLELY DRAWN TO PROVIDE J ADDITIONAL INFORMATION TO OBTAIN A BUILDING"PERMIT.SEE ORIGINAL PLANS z i DEVELOPED BY DEVLIN DESIGNS FOR FLOOR PLANS AND ELEVATIONS Fn Wco Q 41 }���rn a m aW��M mH -N� �W _ "Do 20'-0• T<' 20'-2• t8'6` - w d Q LO F-mu)— Oa 1G-0" 28.A. 4.-T T.�. k U V Lc d LL (SHED DDR R) ` C � - BUILT OVER ROOF �G 21 2.12 RIDGE BOARD _Q 4 x12 RIDGEBO RD \ O c 2,12 RIDGE BOARD 1 6x6POSTOO Z , r 2 x 12 RIDGE BOARD _ TO FLOOR BEAM 'ILi'I�I W O Iz L.L 0 Np r� $ § w W TYPICAL ASPHALT - � 0 O O - - - ROOF SHINGLES m O SI8 FELT PAPER SHEATHING y N I "' 2.12 RAFTERS i5p FELT PAPER (SHED DORM R) I WIND WASH SIMPSON H 2.6A HURRICANE CLIPS 06 Q f BARRIER �� 3'W WIDE ICEANATER SHIELD ♦ / 1 C ALUMINUM DRIP EDGE s S 'P AO AA 1 x B FASCIA BOARD w - _ 1 a 3 STRAPPING EIIG W/ W 12'GYPSUM BOARD q 1 a 0 SOFFR BOARD _ BUILT OVER 1 1 x CONT.VINYL SOFFIT VENT ROOF i x 3 SOFFff BOARD B SOLID 2.8 BLOCKING IN THE OUTSIDE TYP.2 a 6 WALLS 1 3134 CROWN TWO RAFTER B CEILING JOIST BAYS tx6 FRIEZE BOARD Q W o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF 1G-0' 6'4 13'<' 22'b' SHEATHING w O DETAIL AT WALL �wywo o0 o=N��-pw - SCALE:1/2"=1'_U• oi�o�oL�o�iw oo Oyi'yi=o `� ROOF FRAMING PLAN f W �°°°�o �w2 mypmLLLL��N ww� NOTES: "o 1.)ALL ROOF RAFTERS TO BE 2 x 12's zoo3�w3pviow o33 oF� UNLESS OTHERWISE NOTED - 2.)USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS m 3.)VERIFY GUTTER TYPE/LAYOUT a �w�c°133c°1o�o�$�da W/OWNERS SCALE : 1/4" = 1'-01, DATE : ' 9/15/2016 DRAWING NO.: A5 ` L - 100 - EXISTING CONTOUR x 100.46 EXISTING SPOT GRADE Benchmark Set . 1oa 36 DO)/ N PROPOSED CONTOUR MAGNETIC NAIL SET MAG SET Y EL.=100.00 (Assumed) � -- F8-4.-2-1 PROPOSED SPOT GRADE _ 17 102,25 /�/ onessett Rd e55e'�` W PROPOSED WATER SERVICE ' 2 103.55 i PO P opon I � , TEST PIT I (( DAD 1102.49 �a e �a BENCHMARK loo. TAT r O x 103.57 HY 03,88 MAG SET /Y A I T of 101,67 Povernent 1 V*' N if ���� \fie �\a LEGEND 100.54 Edge rx 102,69 �d 99.18 x 101.88 98.40 ' Y04.3 � o �� x ,:Y:!: N 'loss 1 0.61 :•:'" 10" E� CB DH ND x 99,37 ' N 82 27 o \ LOCUS 0 200.00�.'.TP-r�333.5'-� 1g' 1 10 9 LOCUS MAP �:-•. `, \ NOT TO SCALE 1 1.4 (RESERVE TP 2 R�\��� x 0 .451_ - '103,19 \\ 100. PROP 2.7 z \\ N0� ^N'. SEPTIC 0 TANK x 99�ss . o GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. CD GARAGE PROPOSED x 102,49 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS :;PROPOSED`: �,o, T.O.S.=102.6 HOUSE �1 to 102.8 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ' T.O.F.=103.5 t LOCAL RULES AND REGULATIONS.DRIVEWA x 101.48 "..?': '`. • 58.4' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 75' SPIKE SET I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 100,95 DESIGN ENGINEER. LU I �' ...... ' 102.7 102.7 0 �%+ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12'x14' I) o FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 65 ts� 100.54 x DECK ; o o ENGINEER BEFORE CONSTRUCTION CONTINUES. �•� / 1 ,7 rn 5. ALL ELEVATIONS BASED ON AN ASSUMED. Z W 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1.0 1f o o f t THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 14 o z 101.76 x 102,6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. cw o/ /ppAro ' r . ) oo m nOt� ` f ' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. sn j o 100,74 x On0/ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 10 .14 x SPK SET 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 60o� 103.28 AGREED UPON BY OWNER AND CONTRACTOR OR AS.OTHERWISE m x 100,46 �/ 4ndory. �F MAss9 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 100.48 a f o PETER T. J THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Lot 106 ' McENTEE `- CONSTRUCTION. 40,000t S.F. f x 102.. o CIVIL " 11. WHERE REQUIRED,. CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 0;91• Ac. t No. 35109 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND A f61$ ERGO c� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Map 6 \ x 102,15 pOrF I \ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 100.42 Parcel 37-2 PECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC /0,100.51/ 100.57 \ ` SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SPK SET/ ° /103;54 FLOOD PLAIN DATA B DH FND �_- PROPOSED SEPTIC SYSTEM SITE PLAN MAP NO. 25001CO752J �= REVISED: JULY 16, 2014 314 WAQUOIT ROAD, COTUIT, MA NON-HAZARD 200.00 ZONING CLASSIFICATION: ZONE RF 01o0.i2 ' U w t Prepared for: Mark Vollmer, P.O. Box 64, Cotuit, MA 02635 RLBAR FN GND S 82 2710 SETBACKS: FRONT YARD=30' DOWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. NO. SIDE/REAR YARD=15_ ° PHILLIP MARK & JUDITH VOLLMER Engineering Works,Inc. WARNER SURVEYING 1"=30' P.T.M. 160-16 MAXIMUM BUILDING HEIGHT = 30' f 12 West Crossfield Road 22 Long Road i P.O. B DATE BOX 64 Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. WIND EXPOSURE CATAGORY: Exposure B COTUIT, MA 02635 ( (508) 477-5313 (508) 432-8309 8/2/16 P.T.M. 1 Of 2 r v NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:99.0 SOIL LOG FOR•A DISTANCE OF 15' AROUND THE . ` PROPOSED SEPTIC TANK PROPOSED D=BOX PERIMETER`OF THE S.A.S. DATE: MAY 27, 2016 (REF#15,055) INSTALL RISERS & COVERS OVER INLET AND " OUTLET. SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & _PROPOSED S.A.S.. SOIL EVALUATOR: PATER McENTEE SE#1542 � COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" WITNESS: DAVID STANTON R.S. HEALTH AGENT- OF FINISH GRADE FOR INSPECTION PURPOSES. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH T.O.F.=103.5 1 101.5 A 0" 101.7 A 0 F.G. EL.=102.3t - ' F.G. EL.=102.7 LOAMY SAND LOAMY SAND F.G. EL.=102.5t � F.G. EL=102.3t 4 f • MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 101.0 B 10YR 4/2 61. 101.2 B 10YR 4/2 6„ L = 11' L _ 9' L - 23'(MAX.) LOpAMRY SAND LO 5/8 pAMRY AND S=1% (MIN.) ® S=1% (MIN.) 5/8 S=1% (MIN.) 98.7 34" 99:0 33" 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC C C io"1 as $ as PERC ia' ? s" a`a3 1 1 as 36"/54" INV.=99.75 48" LIQUID aaaaaaa LEVEL 4' 4.8' 4' INV.=100.00 GAS BAFFLE INV=9890 FFLE . . PROPOSED INV.=98.73 INV.=99.50 D-BOX EFFECTIVE WIDTH = 12.8' M-C SAND M-C SAND INV.=98.50 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED (UNITS SET OUTSIDE DRIVEWAY FOOTPRINT) TOP CONC. ELEV.=99.3f BREAKOUT ELEV.=99.00 INV. ELEV.=98.50 aaaa 90.0 1 J 138" 90.2 1 J 138" R- PERC3 0 NOTES: BOTTOM ELEV.=96.50 RATE <2 MIN/IN. ("C" HORIZON) 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 3 X 8.5'=25.5' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, Et.=90.0 - 102.0 A 0" 102.1 A 0" 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3/4" TO 1-1/2" DOUBLE LOAMY SAND LOAMY SAND AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE 1OYR 4/2 10YR 4/2 101.5 B 6" 101.6 B 6" SEPTIC SYSTEM PROFILE 3" LAYER OF WASHED T 1E LOAMY SAND LOAMY SAND DOUBLE WASHED STONE 10YR 5 8 10YR 5 8 (OR APPROVED FILTER FABRIC) 99.0 36" 99.3 34" N.T.S. C PERC C 36"/54" DESIGN CRITERIA r M-C SAND M-C SAND ' NUMBER OF BEDROOMS: 4, 3 PROPOSED + 1 FUTURE 14' 2.5Y 6/4 2.5Y 6/4 SOIL TEXTURAL CLASS: CLASS I DECK " DESIGN PERCOLATION RATE: <2 MIN/IN 6.5' (0.74 GPD/SF LOADING RATE) 20' 20 DAILY FLOW: 440 GPD 1g DESIGN FLOW: 440 GPD N I11 90.5 138" 90.6 138" GARBAGE GRINDER: NO rn i . 4' PERC RATE <2 MIN/IN. ("C" HORIZON) F LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF HOUSE GARAGE NO GROUNDWATER ENCOUNTERED .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 11.54'1 N PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS `� `! PROPOSED SEPTIC SYSTEM SITE PLAN USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 16' $' �' 22.4fi' SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 314 WAQUOIT ROAD, COTUIT, MA SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. PROPOSED BUILDING FOOTPRINT Prepared for: Mark Vollmer, P.O. Box 64, Cotuit, MA_02635 BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. REFER TO BUILDING r Engineering by: Surveying by: SCALE DRAWN JOB. NO. . LANS ' TOTAL AREA:..............................................................614.0 S.F. PEYING N.T.S. P.T.M. 160-16 12 West Crossfield Road 22 Long Road DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) DATE CHECKED SHEET NO. I MA 02645= 454.4 GPD Forestdale, MA 02644 Harwich,(508) 477-5313 (508) 432-8309 8/2/16 P.T.M. .1 Of 2 I:."F.cl �'k E� \ •vvc L.- l'(4P ,6ii II - d.,. PI n.:'I P IL I f G -', N AVV,61 It. III, i F/:,1 Ill f v'..E:'r CrM NCI _ - --- Y FV; C L J. :Liv6�ril/ Ni O'Kl it fi}.- ft - -<l - ' Y L. Yt� i l + .I y' % a I JC'. --- _— _— i. E,..i-.Iv- 'KA, 4 r.r.nlf!'? �',✓. 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