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Home My WebLink About0084 LOOMIS LANE , �(�� ark �w�� '�.>• s rt II'"�. �" �x � d � Z i c.. „�.]y s _.(•y: ;"-_..L... ��, a. .Y _s� ,. -�s,. �.a,: .:r�:,xi :. .. .., ,y . r, r .:�„ `'�. 4�,r �r:Y.. a AV '..p�r •�'�. - 'A ✓F �J �.�1. y .. �.. � u"i':Yf.k-'•�..•.:Sr.•-, �5;,�•.:_. �: �-r...� !.0 .. :-i r. '.,.-.'. ,Y .. „id�:'+l'.r ;,,. .: ..1 ;,r�-. r� f6` '.�i dp ,%'7 '�r..' �,;I :4 ,�Ti.,Y.t ,r �:� �:'r �. .. ...x.,y,,q.:.e -....":.; i�� s- r i; "5�;.:' i..a'-.0 �� '. Y� � t7-r. � *• :u"r4 Y+a... ? .Yo e�� U `h °$�+"�r:,ae„'�S��y�n �:,�y� a"t' .F?M Lw�F �� >q t �,� �: +� ��,.t� } �� 6i rt�•; � v a � _ - s'�` +la � �°�, i�•:{S� ��r aim r '.ti�k]�' sr cr ^f g�¢�' ,• �' r�' ,� . A f• 6; ' d t i t �L t r r 4 p c i - F : e I ql2-lh6 PEE yS P'ZZg,12 - 30.0' 1V O�1 1,300.00 _ — o i � v 48.3' I ICL i v_ 1 � rn II m m 97.5' I i I c,_ Exis#. Fdn. TOF=48.9 10,0' S 8 j•1 24 8., E 20 (NGVD) 75.00, 39.3' Garage o _. NN 6 \ -A Area 1 I z \ 52,226f S.F. I w\ 1.2f Ac. I � \ 75.2' \ \ uirernents Ln _ l 10.0' I o \ Setba k d ul �- 4-35-52" W \ I « 10,0' S 7 \ I z \ TOWN OF BARNSTABLE ZONING N N\ I BY—LAW N W ZONE : RD- 1 \ I + \ J SETBACKS ; \ FRONT = 30' \ SIDE = 10' \ REAR = 30' \ 112.18 „ W S 714� -10.0' STREET ADDRESS: #84 LOOMIS LANE ASSESSORS MAP 230 PARCEL 109 OWNER: PHILLIP C. BATEMEN, TR. LONG POND ESTATE TRUST DEED REF.: BK. 29480 PG. 329 PLAN REF..: PL. BK. 212 PG. 147 I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. ' " SN0 f�MASSq AS-BV/ /IL I 7- _ " GJ, - � TERRY � THE FOUNDATION DEPICTED ON THIS $ ANN N PLOT PLAN PLAN WAS LOCATED ON THE GROUND WARNER No.38721 IN BY SURVEY ON APRIL 27, 2016 AND 51�� BA RNS TA BL E, MA SS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION.' V" SCALE.- 1"=40' APRIL 28, 2016 THIS PLAN IS FOR PLOT PLAN ( 7 � TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR l G 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 15-245AS `"E' o Town of Barnstable BARNSTMM p Building Department-200 Main Street Hyannis, MA 02601 *' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-06573-1 CO Issue Date: 11/10/2016 Parcel ID: 230-109 Zoning Classification: RD-1 _ Y Location: 84 LOOMIS LANE, Proposed Use: 1010 CENTERVILLE Gen Contractor: COOK,STEVEN Permit Type: Residential - Single Family Comments: Building Official Date: C A TOWN OF BARNSTABLE Buildi �t41E 1h.- g 201506573 * BARNSTABLE, * Issue Date: 11/02/15 Permit '. 1- 9Q MASS vp i639• Applicant: COOK STEVEN rFG AAA'1 a Permit Number: B 20153106 Proposed Use: SINGLE FAMILY HOME Expiration Date: 05/01/16 [Location 84 LOOMIS LANE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 230109 Permit Fee$ 1,879.35 Contractor COOK,STEVEN Village CENTERVILLE App Fee$ 100.00 License Num 099462 Est Construction Cost$ 368,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCTION OF NEW HOUSE 3 FAMILY.BEDROOMS WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MILLER,NATHAN BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL . Address: 6901 MILLWOOD ROAD INSPECTION HAS BEEN MADE. BETHESDA,MD 20817 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY:ANY STREET`ALLEY.OR SIDEWALK OR'ANY PARTTHEREOF;EITHER TEMPORARILY OR PERMANENTLY. .ENCROACHMENTS ON.PUBLIC-PROPERTY,'NO- SPECIFICALLY PERMITTED.UNDER THE BUILDING CODE MUST BE APPROVED BY THt`JUk1SDICT16W STREET OR ALLEY GRADES AS WELL AS DEPTH AND,LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMITBOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.00:ANY APPLICABLE SUBDIVISION v r RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). ® ® tf A �.. �� s✓fig BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 gZ,rs� sc g �t, �� 2 2 ,�7,vt� O/Cr�f~�� 3 1 Heating Inspecti n Approvals Engineering Dept 4 Fire Delyt 2 Board of Health Cgr0550^,11/,- Gov rc) Town of Barnstable Ulld111 �' Po"'t�Th�s�Card So That�t is:;�/�sbie From the Sheet,-A rovedPlans�Must be=Retained onJob and=this:Card IVtust beKe t .ARxt1'rA83E. � �k,.. .,. f,,..,• ,i.' �,� s��, o r PP a�,'� c �.. � � P 3i ` _*' Posted,Until Final lr>spection Has=Been;Made �� ; � ¢ � � R te:of Occ' anc" s:Re u�red~wsueh'Buldm sh11 Nat.be OOccu 'ie° .U`nt�l'a F�nat Ins' ection hasbe n rtia`de. �f Permit Applicant Name: COOK,STEVEN Permit No. B-2015-06573-1 Pp• Map/Lot: 230-109 Date Issued: 11/02/2015 Current Use: 1010 Zoning District: RD-1- Permit Type: New Construction-1 or 2 family Residential Expiration Date: 05/01/2016 Contractor Name: COOK,STEVEN Location: 84LOOMIS LANE,CENTERVILLE ,Est Project Cost: $368,500.00 Contractor License: .99462 ; Owner on Record: MILLER,NATHAN Perm t $1,879.35 Address: 6901 MILLWOOD ROADFeePai 1,879.35 ., BETHESDA , MD 20817 � Date. 11/2/2015 Description: CONSTRUCTION OF NEW HOUSE 3 FAMILY BEDROOMS WITH ATTACHED GARAGE CHANGE OF CONTRACTOR FROM STEVEN CO TO PROPERTY OWNER ON MAY 23RD OK 2016� r Gc �� Project Review Req , k Building Official This permit shall be deemed abandoned and invalid unless the work autzed by this permit is commenced�withm six mont hori hs after issuance. All work authorized by this permit shall conform to the approved application and the approved'construction documents�for which this permit has been granted. All construction,alterations and changes of use of any building and str6cture9 shall be in compliance with the local iomng by laws and codes. This permit shall be displayed in a location clearly visible from access street or"road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. �K.. The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire Officials are providedaon this permit. Minimum of Five Call Inspections Required for All Construction Work.^* RK 1.Foundation or Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue limng is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspecon 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis .Project Street Address gq op M S Village C��,_ Owner 2o6 m no.. Address Telephone Permit Request e� L Q_ Gk Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.-ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: -'L1 Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑;existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1 a Ln Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ --� Commercial ❑Yes ❑ No If yes, site plan review# Na� Current Use Proposed Use APPLICANT IIN�NF--- ION (BUILDER 0 HOMEOWNE IVame �� 1A 4 'Telephone Number Address an_0 C - Lieeras� Ho rovem trsbtx,# Email'�'1 b r t iM all 1►�c , fL 7 Worker's Compensation # ALL CONSTRUCTION:DEBRIS4RESULTING FROM THIS PROJECT WILL BE TAKEN fiQ mil. ' q SIGN AT iCE DATE o Co 9 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAC'/ PARCEL NO. ADDRESS VILLAGE { OWNER j { DATE OF INSPECTION: FOUNDATION FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL p GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I 11HE, Town of Barnstable Regulatory Services * BAMSrasr.E. • 9 Mass. $ Richard V. Scali, Director 039. ;a�"�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR ' I, C. , owner of property located at `A Lq ,hereby certify that C0 34L is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit#(:20 issued on a- 20jy- I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. • P PERTY OWNER D E q/forms/newcontrowner reference R-5 780 CMR rev:040414 'down of Barnstable Regulatory Services osrTHE r � Richard V.Sca.%Director' �� BFaldnag Divisiaa. . Tom Pmiy,BIIIRUng Commiadoner p9= 1a� 200 Mkia&=4 Hyannis,MA 02601 wry IN-to vea-barnsfablanmus Office: 508-862-4038 Fag: 508-790-6230 ' HOMEOWi�r rr-�varr E�1TON '� 'PIcZscPxmt PATE JOB mcAa-10R' . anmb¢' Q1Iago namr_ bamr-phon.# R'�13CPIlOIIc# C-P CURRENT W-U-JNGADDRESS: _ city/fawn sf3tm rip coda The current exempfion for'tom-townf--&'was extended to include owner-occupied dwellmea of silt units or less and to allow homeowners to engage an individual for hire Who does notpossess a license,provided that the owner acts as supervisor_ MMUTION OF HOMEOWNER person(s)who owns a parcel of land on which helshe resides or intends to reside,on which them is,or is intended to be,a one or two-- family dwelling, attached or detached structures accessory to.inch use and/or farm sftud es- A person who contracts more fhan one boors in a two-year period shall not be condderr i.a homeowner. Such chomp'shaIl submitto the BmZdin g Official on a form acceptable to the Bm�Official,ihathe/she shall be resnonsrble fur all such workperformed undersize bmldina permit (Section 109.1-1) The undersigned`homeowner"assumes responsibffity for compliance wM ffie,State Building Code and other applicable codes, bylaws,rules and regulations_ - 'the undersigned`homeowner"cmtities thathelshr understands the Town ofBazastable Bwlding Deparhn=tTrdniT=inspection promames and requirements andthathelshewMcomplywit.saidprocednres andreq�=cnfs. 4.1 Appcv al ofBmOd"mgOt$cial Note: 'Three family dwellings containing 35,000 cubic feet or larger wM be reqired to comply with the State Building Code Section 127.0 Consiradion Conkol - HGMEOWNIgIs E01drTION The Co de sfams that. 'Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 10911-Liceusmg of const me ion Supervisors);provided that if the homeowner engages a persoa(s)for hire to do such work,that such Homeowner shall act as supervisor.* 14any homeowners who use this exemption are uaaware,lhat they are assuming the responsibiIlt es of a supervisor (see Appendix Q,Rules&Regulations for Dee sing Construction Sipervisors,Section 215) This lark of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the=licensed person as if would with a licensed Supervisor_ The homeowner acting as Supervisor is -ultimately responsrfIe. To ensure that the homeowner is fully aware of his/her responsrffiffiiZ'es,many commies ragmi re,as part of the permit appliraiion,that the homeowner crrfify thathelshe undersbmds fie responslbMdes of a Supervisor. 0a fie lastpage of this issue is a form currently Wised by,several towns. You may rare t amend and adopt such a formItertification.for use in your community. �t v� 1 - Q:IYCrrJ1t.»1�.+ +�T•mf1 m�Pn�tfM=XEXPMS.dDr a .. Rt visefi 06U 13 ' Town of Barnstable _ Regulatory Services - Building Division Tom Perry,Building Commissioner 200 Maim Sweet Hyannis,MA 02601 ww w towel —stable—.us Office: 50 8-862-4 03 8 Fag: 50 8-790-623 0 Property Owner Must Complete and Sign This Secti If Us ing A Builder as Owner of the subject property hereby autho=e to act on my behalf; in all matters relative to wo ash bythis buddiag pem it application for. (Address job) Toolfences alas are the respo ikof the applicaat Pools are not to b d or iiiLwd before fen is installed and all final ' inspections are performed and accepted- Signature of S ate,of App` Print ame N Pint Name Date . QFox�s:owi��smr�oors . 4�p1HE r 'Town ®f Barnstable o ' Regulatory Services 4G MASS.IZBAMSTAB '$; Richard V. Scali; Director D� 1639• - r�p �n building Division . Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma'.us Office: 508-862-4038 Fax: 508-79076230 TICS T NO O THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ' ASSUMPTION OF RESPONSIBILITY Construction Supervisor License h # & ,hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# U P 5-6603issued to (property address) g' Qln.L, ko,,1L on 201 The following dqcuments are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICINSE HOLDER DA q/forms/newcontrb rev:040414 l ?lie Comynomveaith ofMassadiusetts Deparklrent of Industrial Acciden& - Office ofInvestigadons 600 Washington Street P. Boston,.AM02111 n*inv mamgvv/dia Workers' Compensation Insurance Affidavit:Buildets/ContractorsfEIect icianslPlnmhers Applicant Information Please Print Le�bly Name ea t Ad&ess: f u i, tap jj Zip- City/state, C___ - Phan#: AA a . Are 3 ou an employer?Check the appropriate box: Type of project(required): . 1.❑ I am a employer with I am a general contractor and I employees(full andlor part-time)-* Have hiredthe sub-contractors 6.kNew comstn c on _ 2.❑ I am a sole proprietor or partner- listed on the attached sheet., 7. ❑Remodeling ship and have no employees. These sob-contractors have g_ ❑Demolition wofng far me in any capacity, employees and have woricQrs' [No workers'comp_insurance comp.ins ranee 1 9. ❑Building addition: mod-] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homemmer doing all work officers.haveexercised their 1L❑Plumbing repairs or addition's myself o workers' - 12.❑Roof• right of exemption per MGL repairs insurance eked,)t c.152,§1(4�and we have mo employees.(No wogs'. 13.❑other,€ comp-insurance required.] •Asp apphcamt Cut cheers lws 91 mmt also fll out the section below shaseiug their aoikere compeasatian policy infvonatiac i Homemners who submit this affida%*indicating they are doing all vat and then hue outside conwictorsnmst submit anew aSdarit indicating such :Can>zactm that cheer ibis boat mast attached an additiamal street showing the name of the sub-camusctors and state whether or not those entities have employees. Ifthe sub-con=ctors here employees,they morstpmuide&eir workers'comp.policy number. I am an einpLayeer that is providing workers'coatpe udion insurance for my empinyem Below is fhe policy anti job site information Insurance Company Nam: Policy t,or Self-ins.Lic.# Fxpindon Date: Job Site Address: . _ City/StatelTp: Attach a copy of the workers'compensationpolicy declaration page.(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. M can lead to the imposition of criminal perzabties of a fine up to S 1,50U 00 andrar one-year imprisonment,as well as city penalties in the form of a STOP TORS ORDER and a fine of up to WO-00 a day against the violator. Be ad dsed that a copy of this statement may be forwarded to the Office of' Investigations of-the DFA for insurance coverage verification - I do hereby c erhfp under the pains andpenabYes ofpetjury that flee infor oration pr m ded abm a is true and correct S 6l3ture: 4 _Date Phone Official use only. Do not mite in this area,to be completed by city orforEn official, City or Town: Perraitli icense# Issuing Authority(circle one): 1.Board of Health 3.Building Department 3.CitlTown Clerk d.Electrical Inspector S.Plumbing Inspector ' 6.Other Contact Person: Phone#: Information and Instrudions Massachusetts C=, eral Laws chapter 152 requires all employers to provide workers'compensation for their employees. Puzsrrantto this sfairrfe,an empinyne is defined as. _.every P erson in the service of another under any contract of hire, express or impliech,oral or wrfthmi." An e2nplay8•is defined as"an individng partnership,association;corporation or other legal entity,or any two or more of the foregoing engaged is a joint enterprise,and inclodmg 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 dweUi og house having not more than three apadmeut s and who resides therein,or the occupant of the - dwPTTng house of another who employs persons to do maiatr=ce,consfzvclion or repair work on such dwelling house or on the grounds or building appurEena t 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 is the commonwealth for any applicantwho has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,M(H.chapter 152, §25C(7)staffs`Neither the commonwealth.nor jay ofits political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the irern-ance. req Tireirteats of this chapter have been presented to the contracting aufhozity." Applicauts Please fill out the woi3='compensation affidavit completely,by check 111 boxes that apply to you•situation and,if necessary,supply sub-contiactor(s)name(s), address(es)and phone mumber(s)along with their certificates)of hindrance. Limited Liability Companies(LLC)or Limited.Liability-Partnerships(LLP)with no employees other than the members or partners,are not required to cony workers' compensation insurance If an LLC or LLP does have employees,a policy is rtgai:i d. Be advised that this affidayit may be submit►$d to the Department of Industrial Accidents for confirmation of insu rmce coverage. Also be sure to sign and date the affidavit The affidavit should be reti=r d to the city or town that the application for the permit or license is being request not the Deparmmeat of Ladastri gl A...cni den ts- Shouldyou have any questions regardmg the law or ifyou are required to obtam a workers' compensation policy,please call the Department at the mmmbes 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 priced leg31ly_ The Departmenthas 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 regu ding the applicant Please be sue to fill in the pen: iMicrose number which will be used as a reference number. In addition,an applicant that must submit multiple pemsitlIicense appli-cations in any given year,need only submit one affidavit mdicaimg cuireut policy it l ration(if necessary)and under"Job Site Address"the applicant shor dd writes"a]1 locations ia (city or town)-"A copy of the-affidavit that has been officially stamped or madced by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future pemut3 or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permitnot related to any business or commercial venture (Le. a dog license or permit to bum leaves eta.)said person is NOT required to complete this affidavit The Office of Iuvesfigatims would like to tfi mk 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 Tht Ca�vMM of Massachusetts , Papar tent of Inds Accidents Pict Of jvestig tio= 604 washingtan.5t - Boston,hfA 0�111 TffL#617 727-49QO Qxt 4€6 cxr 1377 MASS-� Fax 9 617-727-774 revised 4-24-07 go�Idia S i f 84 Loomis Lane Contractor List Excavation Ed Pessa,E.M. Pessa Trucking No employees Septic Brian Kessling No employees Framers/Builders: FB Framing Contractors Worker Comp. Electrician: Shawn O'Brien No employees Plumbing: Gary Jones Plumbing& Htg No employees Insulation MAP Insulation TBD HVAC: Forsberg Services TBD Plastering: BN Plastering No employees �1HE,r Town of Barnstable Regulatory Services �saxMASS.xnsze' * Richard V. Scali, Director 039. i A. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL jfOF - LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT ,cam 1 rn Construction Supervisor License hereby certify that I am no longer the Construction Supervisor listed on the application for the project under-construction as authorized by building permit # 201 S��o513 -I , issued to (property address) S' ' 60ch►S ��i 2U(L-L M/� on All5� , 201C.. I also certify that on /it , 201 , I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. CENSE H( DER DATE q/forms/newcontr reference R-5 780 CMR rev:040414 I AL 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map .-z 30 Parcel / 6? k Application Health Division Date Issued Conservation Division � "' �- Application Planning Dept. 1 Permit Fee Date Definitive Plan Approved b Planning Board pp Y 9 Historic- OKH Preservation/ Hyannis�\ QD 3l?- fib ' Project Street Address 8q 1..00mis LAda Village Ca"TERVI LL Fs Owner PNI L I P (.da`�,% Low,Few 6-snors ouu? Address Telephone(Z3 9) 64 8-0 Z Z�Permit Request Cow3T"Cl' i affto- SINS rAMILle IQgsipEWL w/TH 3 &vas c A nxcmv Square feet: 1st floor: existing proposed V� 602nd floor: existing proposed 1 ;f Total new 2Y! SF Zoning District RIP-1. Flood Plain Groundwater Overlay Project Valuation 30 56o Construction Type L u FkASW . Lot Size Grandfathered: ;>�Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )4 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ICNo On Old King's Highway: ❑Yes I'No Basement Type: ❑ Full X Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 1 Basement Unfinished Area (sq.ft) 3�L S Number of Baths: Full: existing_ new Z• Half: existing 10 new .� Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing _new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: , (Yes ❑ No Fireplaces: Existingx_New AS Existing wood/coal stove: ❑Yes No. Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ;u3 y77s' Attached garage: 0 existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use Slti&& r,4#J!Ly Proposed Use fiw ale j APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name STRY90 Cook im 6fm-r A I6d. ClG Telephone Number (SOS)Z=`y-l 166 Address Ll3 B'e&VSreg RA License # G3- 019 462 Home Improvement Contractor# 1-?6 S-9 Email vZIA l< e ,,�4 n6L1 Worker's Compensation # /�2LrJG64 981$ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOE SIGNATURE DATE 3 7 FOR OFFICIAL USE ONLY -APPLICATION # j - [SATE ISSUED MAP/ PARCEL NO. `r +•ADDRESS - VILLAGE OWNER DATE OF INSPECTION: f`+ FOUNDATIONlk ��r,c or►� ok `'ll jq ((� c '�� !� FRAME PLY 911G r INSULATION fAle FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' # GAS: ROUGH FINAL r FINAL BUILDING y DATE CLOSED OUT ASSOCIATION PLAN NO. i `t COTUIT BAY DESIGN, LLC 43 Brewster Road Mashpee, MA 02649 March 10, 2016 RE: Bateman Residence 84 Loomis Lane _ Centerville, MA .Permit#201506573 TO Barnstable Building Department To Whom It May Concern; We have submitted all,paperwork and documentation for the revised Building Permit application for the above referenced property. Our Workmen's Compensation Affidavit indicates that we are the General Contractor and will be hiring Sub-Contractors to perform the work.Those Sub-Contractors have not yet been determined for this project. As soon as each sub-contractor is engaged in a contract for this project and prior to them performing any work on the property, we will provide you with the required information to document each sub's insurance. Should 4you have any questions regarding the information provided or require further information, please do not hesitate to contact me at your,convenience. Regar Steven Cook Cotuit Bay Design,LLC.' 508-274-1166 Steve c cotuitbaydesign.com Cc: file January 21, 2016 To: $UILDINO 0"-�r Town of Barnstable Department of Regulatory Services [JAN 26 2G13 200 Main Street ' Barnstable, MA 02601 TOWN OF�� i1' � • Timothy B. O'Connell, Health Inspector-Ref#2015-345 �• Jeffrey Lauzon, Building Inspector-Permit#201506573 • Conservation Commission,Town of Barnstable Re: 84 Loomis Lane, Centerville, MA-Revised Site Plan Map 230 Parcel 109 Please find enclosed your individual copies of the recently revised site plan for the captioned locus. The plan was revised to move entire foundation westerly on the lot to a more desirable location. Please replace the filed initial site plan with this revision. If there is any additional information required on this plan revision, do not hesitate to provide those details. Thank you, Philip C. Bateman 16 Long Pond Circle Centerville, MA 02632 (239)898-0224 email: pbateman8@comcast.net The Commonwealth of Massachuseft Deparbnewt of Ind ustraal Accidents - ©mace of Investigations 600 Washington Street Boston,.MA 02111 www nras&gov/niaa Workers' Compensation Insurance Affidavit:Builders/'Contractors/'Electrici,ansJPlumbers Applicant Information Please Print Legibly Name(Bus (7—,amk,T /Sat./ Pas iC.F3 . L LC Address: q3 8"w5lrQ Rof? City/stater P: MAS�k lvl s MA dZ 6 45 Phone#- q 08 Z-;a# 1146 Are you an employer?Check the appropriate boss: Type of project(required): L❑ I am a employer with 4XI am a general contractor and I g employees(full and/or part-time)-* have,hared the sub-contractors6. I�iew c traction 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 working for me in any capacity- employees and have workers' [No workers'comp-insurance comp.insuranee.x 9. ❑Building addition mod] 5. ❑ We we a corporation and its 10-❑Electrical repairs or additions 1❑ 1 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 imsuramce rewired.]I c- 152, §1(4X and we have:no employees.[No workers' HE—]Other comp-insurance required.]; ;Any appKc=that checks tax#1 'also fig out the section below showing their wale V compensation policy infurmtioo_ Homeowners who submit this afEdmM m catimg they am doing aIl waxk and then]Hire outside conaactnrs must submR a new affidnsiit indicating such. kontmctors that disc$this boa must attached au additional sheet showing the usme of the sub-camuncturs and state whether or not those enfides have employees. Ifthe subcontractors have employees,they mnst pawide their workers'comp.policy nusmber. I amt are employer that isproviding workers'coogmrsadan insurance for mry etupla wm Below is the policy and job.site informradon. Imsurance Company haute:,w n G u A PT -J:Qr4 Su ILA NC�S Policy#or sell-ins.Lic.#: Z G 6 y 9$b U Expira ion Date: 10 j3o 12olb Job Sate Address: 04 L ee k lS LAND; Ctty/State/zip:e�jWTlia y&,-g, Attach.a copy of the workers'compensation policy declaration page(showing the policy member and expiration date). Failure to secure coverage as required under Section 25A of MGL c, 152 can lead to the imposition of cruel penalties of a fine up to$1,500.00 and/or one-year imprisonmDent,as well as civil penalties in the farm 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 maybe forwarded to the Office of Investigations of the DJA#r insuz#ce:c7erage verification. I do hereby cerh��'r rt Pena s of pevoWry that the irafbrinatimnproW Labarge is tints arty!correct Si bare: mate: 3 Zol6 Phone M 50 S 2-Ry- 1166 Official use only. Do not write in this area,to be completed by city or town of vial City or Town: Permit%icense 9 Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4..Electrical Inspector 5.Plumbing Infector 6.Other Contact Person: Phone#: 1 ACC)R" CERTIFICATE OF LIABILITY INSURANCE nATE(MM/DOVYYYY) 2/11/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Mycock Insurance Agency PHONE FAX 20 School Street, PO Box 437 E-MAIL 508 428-3511 / N (508) 420-5584 ADDRESS: R cock@m cocker en .com COtuit, MA 02635 INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Norfolk & Dedham INURED .INSURERB:AmGUARD Insurance Steven H Cook INSURER C Cotuit Bay Design LLC INSURERD: 43 Brewster Road INSURERE: Mashpee, MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER M/DD/Y MM/DDrNY LIMITS A GENERALLIABILITY R0625515A 8/29/15 8/29/16 EACH OCCURRENCE, $ 1,000,000 TO D X COMMERCIAL GENERAL LIABILITY DAMRE EAGE S Ea rRENTE rence $ CLAIMS-MADE OCCUR RE EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GENTAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ POLICY PRO-CT LOC $ AUTOMOBILE LIABILITY COMBINED SINGL E L IM IT a accident $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY Per accident AUTOS AUTOS ( ) $ NON-OWNED PROP ERTYDAMAGE $ HIRED AUTOS _AUTOS aracddent UMBRELLA LIAR F OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION R2WC649818 10/30/15 10/30/16 WC STATU- OTH- ANDEMPLOYERS LIABILITY Y/N IAFR ANY PROPRIETOR/PARTNER/EXECUTIVE G� E.L.EACHACDENT $ 100,000 OFFICERIMEMBER EXCLLAED? `• r N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If Yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DE SCRIPTION OF OPERATIONS/LOCATIONS/VEHI CUES (Attach ACORD 101,Additional Re ma rks Schedule,if more spa ce is regri red) Architectural Design. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Lisa E. Mycock ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: Town of Barnstable Regulatory Services ` Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038. Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using.A Builder I Philip e.sateman ,as pier of the subject property hereby authorize. Steven Cook of COW Bay Design,LLC to act on my behalf, in all matters relative to work authorized by this building permit application for. 84.Loomis Lane,Centerville,MA (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 inspections are performed and accepted. Si afore of Owner " Si tune of Applicant C Philip C. Bateman Steven H. Cook for Cotuit Bay Design, LLC Print Name Print Name March 10,2016 Date 4, I l � - t DEPT., Steve Cook ! : From: Phil <pbateman8@comcast.net> Sent: Wednesday, March 02, 201610:48 AM To: Steve Cook Subject: Permit Authorization To Town of Barnstable Bldg Dept.: Please accept this email as my authorization to have Steve Cook of Cotuit Bay Designs apply and act as construction supervisor under the new Building Permit for the construction,of a new structure at 84 Loomis Lane, Centerville, MA. on my behalf. Thank You, Philip C. Bateman Owner i 1\l/�/ r� �,�� `-' /'�� 0 `� 1� ,� ,� �� Page 1 of 2 a � a Anderson, Robin From: Scali, Richard Sent: Thursday, April 14, 2016 9:54 AM To: Perry, Tom; Lauzon, Jeffrey; Anderson, Robin Subject: FW: Highly Important Information More information. Would you see me today on this. From: Phil8 [mailto:pbateman8@comcast.net] Sent: Thursday, April 14, 2016 6:03 AM To: Scali, Richard Subject: Re: Highly Important Information Mr. Scali: I apologize that I completely neglected to include a very important piece of information on this basement height issue that truly renders the Barnstable Building Departments 6' height limitation in my opinion indefensible. You will note from a view of the approved foundation plan for 84 Loomis Lane, there are two sections of this basement that are at full height(7'10"). One at the mid front of the basement wall the area of 4'X 8'. A second full height (7'10") area the size of 4'X 4' directly below the entry bulkhead. These two areas were approved by the Barnstable Bldg Dept. on the basis there was still countable living space available under the applicable Barnstable Zoning Ordinance Chapter 240-95 for this structure. Another reason they were approved was to allow access to the basement from the main staircase and bulkhead without knocking yourself out each and every time one entered the basement space. The rest of the basement was to remain as non habitable space. However, and this is where the Bldg Dept erred. They chose on some unknown and unsupported basis to limit the basement ceiling height in the remaining basement area to 6' even. This, even though the Massachusetts State Building Code under 780 CMR 5305.1 clearly defines habitable basement living space as that space with a basement ceiling height above 68". In the inverse, any height below 6'8" is considered non habitable space in keeping with the Barnstable Zoning Ordinance Chapter 240-95 limitation on allowable or countable living space. , Finally, you have approved basement space in two areas at 7'10', but are limited to 6' in the rest of the basement in direct conflict with the MA Bldg Code allowing a basement ceiling height of 68". 1 cannot comprehend the logic here. ' Hopefully, this critical piece of information will allow the parties to understand where they went wrong and approve my request to lay the finished basement floor at any height under 6'8". Thank you, Phil Bateman -----Original Message ----- From: Scali, Richard To: Phi18 Sent: Wednesday, April 13, 2016 1:16 PM Subject: RE: 84 Loomis Lane, Centerville,MA Request Thanks for your memo on this matter. I will speak to staff tomorrow.They are all out at a state conference today and I apologize for the delay. 4/14/2016 Page 2 of 2 Richard Scali From: Phil8 [mai Ito:pbateman8@comcast.net] Sent: Wednesday, April 13, 2016 2:57 PM To: Scali, Richard Subject: 84 Loomis Lane, Centerville, MA Request Mr. Scali: Attached is the background information I mentioned to Tracy in my telephone call this morning. Feel free to contact me should you have any questions on its content. Thanks, Phil Bateman 4/14/2016 M �' l4 CoNy OF fi 71, K/O8 ` JN arcel Detail Page 1 of 3 62�n x wr a -` ,a •, a 1t fi96 UP Logged In As: Pa rice I Detail Tuesday,April 8 2014 Parcel Lookup Parcel Info Parcel ID 230-109 _ ) Developer C= I Lot Location 184 OMIS LANE t I Pri Frontage 1230 I Sec Road Sec Frontage Village ICENTERVILLE I" 'Fire District I C-O-MM Town sewer exists at this address!1 NO Road Index 0922 Asbuilt Septic Scan: Interactive 230109_1 Map Owner Info Owner 1MILLER, NATHAN I Co-owner F Streets 16901 MILLWOOD ROAD I Street2 City EB THESDA I State MD 1 Zip 20817 _ Country J Land Info _ Acres 11.18 use Single Fam MDL-01 I zoning RD-1 Nghbd 0107 Topography Level _ I Road Paved . . . Utilities(Public Water,GaS,SeptiC ( Location F.4......_-•••�•�- ^____.__..._��•__._.__.�.__.______._._.__I Construction Info Building 1 of 1 Year�930 —T_ I Roof Gable/Hip Ext Wood Shin le Built Struct Wall g Living 1384 Roof As h/F GIs/Cm AC None u > Area 1 I Cover p p- Type I � I------ Int Bed _ __ Style Cottage I Wall Plastered Rooms[3 Bedrooms Int Bath Model CResidential I Floor Pine/Soft Wood I Rooms 1 Full g, Heat Total � Grade Average I Hot Water I 7 Rooms Type Rooms , r Found- Stories G 1 Story I Heat Gas ___.___ _ Found Stone Walls Fuel ation Gross 3040 I Area 1 Permit History http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16401 4/8/2014 Parcel Detail Page 2 of 3 IIIssue Date I Purpose I Permit# I Amount I Insp Date I Comments II Visit History Date Who Purpose 2/7/2014 12:00:00 AM Jeff Rudziak Abatement Review 12/19/2013 12:00:00 AM Mike White Bldg Permit Completed 1/21/2010 12:00:00 AM Paul Talbot Cyclical Inspection 12/13/2000 12:00:00 AM Paul Talbot ' Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 3/7/2007 MILLER, NATHAN 21831/82 $0 2 6/7/1973 MILLER, NATHAN&LILLIAN B 1874/184 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2014 $112,800 $40,100 $0 $204,300 $357,200 2 2013 $112,800 $40,100 40 $214,900 $367,800 3 2012 $104,700 $38,900 $0 $210,400 $354,000 4 2011 $140,900 $3,000 $0 $210,400 $354,300 5 2010 $140,900 $3,000 $0 $203,600 $347,500 6 2009 $144,900 $2,400 $0 $222,200 $369,500 7 2008 $146,500 $2,400 $0 $289,500 $438,400 9 2007 $145,700 $2,400 $0 $193,000 $341,100 10 2006 $121,400 $2,400 $0 $208,200 $332,000 11 2005 $108,300 $2,300 $0 $188,700 $299,300 12 2004 $90,000 $2,300 $0 $188,700 $281,000 13 2003 $75,400 $2,300 $0 $52,300 $130,000 14 2002 $75,400 $2,300 $0 $52,300 $130,000 15 2001 $75,400 $2,300 $0 $52,300 $130,000 16 2000 $75,900 $2,300 $0 $55,900 $134,100 17 1999 $75,900 $2,300 $0 $55,900 $134,100 18 1998 $75,900 $2,300 $0 $55,900 $134,100 19 1997 $86,200 $0 $0 $50,300 $136,500 20 1996 $86,200 $0 $0 $50,300 $136,500 21 1995 $86,200 $0 $0 $50,300 $136,500 22 1994 $81,800 $0 $0 $40,300 $122,100 23 1993 $81,800 $0 $0 $40,700 $122,500 24 1992 $93,200 $0 $0 $44,700 $137,900 25 1991 $97,600 $0 $0 $89,400 $187,000 26 1990 $97,600 $0 $0 $89,400 $187,000 27. 1989, $97,600 $0 $0 $89,400 $187,000 28 1988 $67,200 $0 $0 $50,100 $1^17,300 29 1987 $67,200 $0 $0 $50,100 $117,300 30 1 1986 1 $67,200 $0 $0 $50,100 $117,300 Photos http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=16401 4/8/2014 i r s iP' ?mod £fir z�, ,�„ 'a,.a )% 1 € +k t fi+.aMt �, + y�qr"e�R'.6 �"- h ✓n "' P' 'I'� x Y 6 ?i? `va'.+�a"., M� �J""a�n r:rv.-� -e.�..a �h..<"+�. � i �� a•,,,�.,� ,p ZW III- All' All "�..�E"e �� ,�te,r+� �xw.' '3'-z �'� � v �,: "��h• N��5„ +, , � ,5 �}4 44 ' A s e ,kx S gpry br4 12 r "c 'ks ..�`."A,et. .'^Y''t'+"L'.+s �+N�xP''��.&�R'� vt. �t"f"1�... .? ��•,ew'^,.� �.d,., �"` ,�.ti . ' .. t f C ..r t ` grtQ ®� os gi�" is'`L' m kc �, �.#�d� ,�c '^yt�W e:rr^i`Ki¢' r, n rn, P RAN. a 4l+stgs37�fF P i d PW G 9 "tee S xa �-"�aotmnoro z° � *;.ce.t"�,t� a z�o� �•k:� ? t ��f�a`+� t �� `��r��d1 4v �p'�t e ; Cente e-OstervxUe-Marstons MGills Water Department P.O.BOX 369- 1138 MAIN STREET OSTERVILLE,MA,SSACHUSETTS 02655 oar www.cor=water.com OFFICE OF WATER BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT DE PT. q TRL.No.508-428-6691 Ns FAX.No.508-428-1508 February 21, 2014 C. Bamstable,Town o p w , Building Department 200 Main Street Hyannis,MA 02601 Re: Account#2321 6µ� Nathan Miller s- M 84 Loomis Late Centerville,MA To Whom.It May Concem: On Friday, February 21, 2014 the water service was disconnected at the curb stop for the property mentioned above. It is our understanding that the owner playas to demolish the house,re-build and will install a new water service at a later date. If you.have any questions, please call our o£�ice at 508-428-6691. Very truly yQurs, Gleom Snell Assistant Superintendent GS/jw I N "1937 to 2012 Celebrating 75 Years of Service" TOWN OF BARNSTABLE BUILDING PERMIT APPLICAYION 10,F B I STABLE Map Parcel Application Health Division Ci Date Issued 1115 Conservation Division r 10 . 06 Application Fe C� 7 Planning Dept. Permit Fee I (J Date Definitive Plan Approved by Planning Board CL g Z5'06 Historic - OKH _ Preservation/Hyannis kL,16r Project Street Address 6q 10,l1_5 A4 Village CgXff f2V/LZ9: Owner AO 4CLiU_ Address 690-7 ///UL�00�j aAJ 2 Telephone q10 8/ Permit Request CO3,,J fR+teT16,J of &Laqz gage. a/'o .s 44 ®112� X TA609,) GIALA6rA Square feet: 1 st floor: existing proposed 1 �F 2nd floor: existing proposed 1MV Total new -e Zoning District 912 -1 Flood Plain X Groundwater Overlay Project Valuation Construction Type Woop rR 40 Lot Size 52 257 ' .5F Grandfathered: )<Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ;'No On Old King's Highway: ❑Yes ❑ No Basement Type: ull 0 Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) G Number of Baths: Full: existing new 2-- Half: existing new Number of Bedrooms: a existing I new Total Room Count (not including baths): existing _new 10 First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: 04es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ONO Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing Knew size zt Shed: ❑ existing ❑ new size _ Other: 6 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )(No If yes, site plan review# C Current Use i CW Proposed Use i > APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address L'. V License # CS 77%1/— S096 Home Improvement Contractor# Worker's Compensation # 1�724/C-2Z_m ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i- FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE .OWNER 'DATE OF INSPECTION: 11 _-FFOUNDATION. . F FRAME _INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL F FINAL BUILDING � DATE CLOSED OUT 4 " ASSOCIATION PLAN NO. 4 � " on MINE MUMMI MINES soon IMMMOMMEMS 0 ONION mosommoommmo ME NMMMMMMMMMOMIM ONION no so so ME mono mom 0 MEN soon No o � no No Olson ONE ME son o e �a mIN t. the Cotnmonivealth of Massachusetts Department ofbidustraal Accidents '� Office of imlestigations ;� 600 Washington Street Boston,M4 02111 ivn,w rnas&go►�,1dia Workeis' Compensation Insurance Affidavit:Builders/Contractors/EIectiicians/Plumbers Applicant 1nf01719.2ti0n Please Print Legibly Name akL1i essiOrganization&dividual): CgT.arc JSAV Vk5(r.6 PLC Address: q3 3R6e.e)SE12 -KoA0 City/State/Zip: Mts*fss MA OZ64 Phone#_ Zay- t 166 Are you an employer?Check the appropriate box: Type of project(required): LEI❑ I am a employer with 4.�I am a general contractor and I employees(full and/or part-time).*a have hired the sub-contractors 6.KNew construction 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 working for me in any capacity. employees and have workers' 9. []Building addition INo workers'comp.insurance comp-insurance.1 ❑ g required.] 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'oomp_ right of exemption per MGL 12-❑Roof repairs insurance required] c. 152,§1(4),andwe have no employees-[No workers' 131]Other comp.insurance required.] ;Any applicant that checks box s1 mast also fill out the section below showing their weukere compensation policy information_ Homeowners who-b=this affidavit indicating they are doing all wed and theca hire outside contractors in=submit a new affidavit indicating such. Contractors that check this bona must attached an additional sheet showing the name of the sub-camzacaors and stale whether OF not those entities have employees. If the sub-conttactars have employees,they nnastProvide their workers'comp.policy number_ lama"employer that is providing nwr&ers'congwisation insurance for my errrployem Below is the policy aad job site information. , Insurance CompanyName:.3€p KSN i RCS �A-F41J1)Av/ CX,,ARD -Policy#or Self ins_.Lic: Expiration Date: Job Site Addr€ss-89 Lo M t S City/State/Zip_CstjTr.P V i t_,_6 ./11 A 0 2 6 3 L 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 2$A of MGL c. 152 can lead to the imposition of criminal penalties of a titre up to$1,506 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 agagmt the v o r. Be advised that a copy of this statement,may be forwarded to the Office of Investigations of the D iusuranct co ge verification. I do hereby certify n .It d na o perjury drat the informahon prot-ided Ile is have and correct Si ture: { Date: Phone S J8- O iedal use only. Do not write in this area,to be completed by do-or town official i City or Town: PermitlUcense# Issuing Authority(circle_one): L Board of Health 2.Building Department 3.CitylTown Cleric 4.Electrical Inspector 5-Plumbing Inspector 6.Other Contact Person: Phone#• F Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction UlL1(li)sij nC1 Y1s111 �® i License: CS-099462 �� in STEVENH COOK.— 'r. i 43 BREWSTER RAAZEF Mashpee MA 026.49 Expiration Commissioner 07/16/2017 d�� CA Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massac�h.,usseetts 02116 Home Improvement Cotntrai, Registration Registration: 176576 - Type: LLC z Expiration: 9/3/2017 Tr# 269803 COTUIT BAY DESIGN, LLC. STEVEN COOK o 43 BREWSTER ROAD 4 r MASHPEE, MA 02649 Update Address and return card.Mark reason for change. SCA i Co 20M-05/11 Address ❑ Renewal Employment ❑ Lost Card - VAI T(I111-11 0 4 1ttlecGLL1G vw Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 7�576 Type: Office of Consumer Affairs and Business Regulation Expiration::03/2017 LLC 10 Park Plaza-Suite 5170 ` i �rJ Boston,MA 02116 COTUIT BAY DESIGN LL'C ��L" t l fit+ STEVEN COOK + =y'l l 43 BREWSTER ROAD MASHPEE,MA 02649 Undersecretary V Not valid without signature 5 , af•te+e rpy�, 9 A. G Town �YBarnstable F a6gg. R—C-gui,n�tor'N" services Building Division 13ttetdug of?sa?t!�>)!CgtIPY 200\lain '.Tc:i. H a!lnis:\,,A 626GI a ?stALe.s??a.uc Office: MS-962-4035 Fax: iOS-790-6230 _ his, VeL•4i\11i ____ .__-- -- .�r• . ) .u�:-�}t�,�tr ;,c!17jr�1 hrr;peta\. hereby aod,nrize STEVEN COOK of C GT5T E^. DEIGN L!C ill all nlgrr rzS YCl;16\T 10 Uvwk ,:Itlhtw9%l bn t'.W :':iSt it p y -,a ppl'C^ft MI 6117: 84 LOOMIS LANE, CEN-F&--,' '! L E., UA (Addre-' s is ob) S�IlAl1CC 0 \i l;i To If Property Owner k AI?pQWg For IH•t•mW;'[:a;:,-.",m!y ne the HumetatFa?ers Lkense EwmpHon Form on the C tl(ti ::at) eollikl:\ppI)a tL�:;. \i.rc,,.na •l,:i,fyn . a.. •,a. _;, to,i t,•,.Uu::a+._V'l:II1 *�F I}.!'ktitil&i:. Rtn iced 114021.'• 4 SELLER'S DURABLE POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS,that I,NATHAN MILLER,of 6901 MILLWOOD ROAD, BETHESDA,MD.20817, HEREBY CONSTITUTE AND APPOINT STEVEN LIEBERMAN or HANNAH LIEBERMAN,of Bethesda,MA 20814,to be my TRUE AND LAWFUL ATTORNEY,FOR ME AND IN MY NAME AND STEAD,to have full power to actin my behalf in connection with the sale of the real estate known as 84 Loomis Lane,Centerville,MA(Plan Book 212, Page 147)(the"Property"),and in that regard: (1)to execute any and all documents necessary or appropriate in connection therewith including the authority to negotiate the purchase price of said property,to sign an agreement for the purchase and sale of said property,to execute any extension(s)to the purchase and sale agreement regarding said property;(2)to collect,receive and disburse all sums of money which may become due to me by reason of such sale;and(3)generally to do all acts and take all steps which in the judgment of the Attorney are necessary,convenient or expedient in connection with the sale of the Property. I hereby give the Attorney full power to act for me in relation to the sale of the Property as fully and with like effect as I could act if personally present,and I hereby ratify and confirm all of the acts performed by the Attorney in pursuance of the powers contained herein. Without limitation of the foregoing,I hereby authorize the Attorney to execute a settlement statement for the sale of the Propertyand affidavit and certifications to the following effect: 1. There are no tenants, lessees,or parties in possession of the Property except 2. There has been no work on the Property that would entitle anyone now or hereafter to claim a mechanic's or materialman's lien on the Property; 3. There is no urea formaldehyde foam insulation(UFFI)in any residential dwelling(s)on the property; 4. o 5. 1 am not a non-resident alien for purposes of U.S. income taxation. 6. 7. My mailing address as of July 28,2015 is: _�g� �� S & C qAn C/k U( ue— 8. This power of attorney shall not be affected by my subsequent disability or incapacity,and it . shall be deemed to conform in all respects to the Uniform Durable Power of Attorney Act, M.G.L.c201 B. r WITNESS MY HAND AND SEAL this �� day of July,A.D.2015. NATHAN MM R ►�y/�► STATE OF. rn av (.y 1 County,ss. On this day of July,2015,before me,the undersigned Notary Public,personally appeared NATHAN MILLER and proved to me through satisfactory evidence of identification,which was a Mi3 Z0 utc;.wiaZ c v%v-d to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. OTA ,��.•' ,' � .fie, 7'i�(ST.fRl:,SEALr Notary Public: �.� _ My Commission expires: 11L111 ' � STEVEN I.BENDER D;��C ,4e��.t.f NOTARY PUBLIC STATE OF MARYLAND •,, << My Commission bpkm April 7,2019 i U Massachusetts-Department of Public Safety Board of Building Regulations and Standards /� 1.( 1'Lj U\"1117 stI�IC1 Y11111 ® i License: CS-099462 ct:r"Is ! MVENH Coo1v '•- j 43 BREWSTER ROAD=1F Mashpee MA 02649 Expiration Commissioner 07/16/2017 &Ile vomwwwlw" VoAwac"4effn' Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor., Registration Registration: 176576 Type: LLC z Expiration: 9/3/2017 Tr# 269803 COTUIT BAY DESIGN, LLC. STEVEN COOK 43 BREWSTER ROAD MASHPEE, MA 02649 �a LAM s, Update Address and return card.Mark reason for change. SCA 1 0 20M-05111 � Address Renewal [:] Employment Lost Card /te�poo�r��ar»acae{c�f�a�Vl�ladJac�ciJe�h Office of Consumer Affairs&Business Regulation License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. 1f found return to: Reg istration:- 76576 Type: Office of Consumer Affairs and Business Regulation Expiration:=r913%2U1T LLC 10 Park Plaza-Suite 5170 }� �l; Boston,MA 02116 COTUIT BAY DESIGN MaG STEVEN COOK t '" 43 BREWSTER ROADtia;, - �— MASHPEE,MA 02649 Undersecretary V Not valid without signature r � �� ✓ ' JOB `5& MA� ft LAMM 1 S LAag C rM�07 V I U e STRUCTURES ENGINEERING — 1020 Plain St. 05XA217`.- SHEET NO. OF 1(e MARSHFIELD, MA02050 CALCULATED BY -16U- DATE �\ CHECKED BYE tj! D DATE ous i i MAR 2_9. 2016 _. BEAM DOTES:.: . _.. _<..._..._...._....__................I..........._..._..._._.....,..__._.......... ..... ...... T(1 I. THE FRAMIIJG_AND BEAMS AS;SHOWN ARE DESIE'iNEb BASFIa.ON_THE DFU WIN .GS PREPARED DY COTUIT ... BAY;DESIGN. T B INSTALLED IN ACCORDANCE WITH ALL_;.CURRENT.?..BUILDING_..._CODE__._____ 2. ALL FRAMING:: MUST' E . REQLJIREMFNTS. ANY DEVIATION; FROM; THE DESIGN WILL INVALIDATE THE ENGINEER'S _..............CERTIFICATION, ................ ..._. _ _ _ ......._;... 3......--PROPERLY AND;ADEQUATELY;SUPPORT BEAMS AT EACH-END:COLUMNS OR POSTS ARE TO-BE DESIGNED BY OTHERS;ANY SIZES SHOWN AIRE RECOMMENDED MINIMUM SIZES ONLY. ALL COLUMNS AND POSTS .... ARE?TO BE SECURED TO THE BEAMS AND/OR FOUNllATIONS.; .__....CAPABILI`CV"OF THE EXISTING STRUCTURE ORFQUNDATION TCS SUPPORT THE_APPLIBD LOADS IS TC BE VERIFIED PRIOR.T4 BEAM INSTALLATION.REPAIRS.OR.NEW.FOUNDATIONS ARE SO BE;COATSTRUCTED.AS .. NECESSARY TO SUPPORT ALL LOADS. ... e. 5. STRUCTURES ENGINEERING IS ONLY RESPONSIBLE FOR THE DESIGN OF THE BEAMS AS SHOWN ON THE I)RWINGS. ALL OTHER ITEMS, RAMI1tTG,-WIND DESIGN, +OTHER CONDITIOi�iS AND CODE REQIJiREMEI�i I's ARE THE RESPONSIBILITY OF OTHERS.: .. ..... ..... ...... ..._..._................................................._......._.......................... ..... ..... FRAMING-NOT.E S . - - _. 1;.--. ALL FRAMING LUMBER SHALL-BE;HEM FIR-GRADE NO..2 OR:S P:F (SRRUCE:PINE FIR)GRADE NO LAND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED):AND SHALL MEET:THE REQUMEEMENTS OF THE AMERICAN FOREST AND-PAPER ASSOCIATION:THE 1VII1VIMi1M ALLOWABLE BENDING STRESS (Fb)SHALL; $E.1 �0.P.S.I. THE...MINIVItJM...AI.LpWA$I,E...COMPRESSI ON.STRESS..(Fc).SHALL BE-.400 PS.I THE..MIl�IiIviIM ...... .. ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1.400,00.0 P.S.I. .............. ...................... .:. 1vI][IdIMUlv1 B ISE CM CAM VERSA-LANi._3.100F$_OR_APPROVED._EQJAL._THE..._.;........._._::-.......,.. _ALLOWABLE............. ALL i.VL S TO BE.. 0... .... . ..S 2 BENDING STRESS (Eb) SHALL BE 3100 P S:L ALL LVL POSTS TO BE VERSALAM 1.7 2650!FH'.OR°APPROVED; EQUAL.INSTALL LVL'S`IN ACCORDANCE-WITH THE MANUFACTURER'S INSTRUCTIONS. ALj;'30I$T OR-BEAM HANGERS WHEN _.._...... - -3 - USE FULLY NAILED METAL CONNECTORS(TECO�SIMPSON QR EQU . JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CARS AND BASES FOR ..__..- . ALL POSTS.BEAMS MUST BE LATERALLY BRACED BY THE FLOORFRAMIN ......................._<.............._.. .._: 4. BUILT-UP LVL BEAMS : 3 PIECES MAXIMUM):TO BE THRU-$OLTED WITH 2- %2 INCH DIAMETER BOLTS STAGGERED TOP AND BOT oM AT 16"O.C,2 SD"SON SDS'%a"IVIINIMUIVI SCREWS OIL TIM$ERLINE 'OWER SCREWS:@..16" Q.0 .EACH$IDE..OFL ACH LVL,.TOP. AND...BOTTOM OR AS.OTHERWISE REC©MMENDED BY. . ..... : THE MANUFACTURER. ..... .................................... .. �� ; ..... ...... ..... ..... _:..... NGUE AND . AL),.J..OIST,._OR_$EA1VI_HANGERS.WL3EN_..._...... 6 USE FU..... ILED CTORS METAL CONNE .(TECO, INII'SON,OR EQU JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR: ALL POSTS PROVIDE SOLID BLOCKING-UNDER EACH POST AS-REQUIRED :.. . BEAMS ........ ................ 7. FOR:DOUBLE LVL BEAMS PROVIDE SOLID 4X4 OR 4X6;LVL POST SUPPORTS. FOR TRIl'LE LVL PROVIDE-SO)LID 6X6LVL.POSTS,OR.ASIOTHERWISE SPECIFIED ON THE PL AN: 8 . ...ALLL PLWOOD FLOOR SHEATHING:SHALL BE GLUED T.O.SUPPORTING WOOD-FLAMING MEMBERS USING; AMERICAN PLYW- OOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE GONTEGH, INC.: .......: ... .. .. PC 4Qt1 S11BFIODR CONSTRUOTION ADHESIVE;_OR APPROVED EQLFAL. _............... .......... ............._.......................... ............;....................._.._...........................;.............. ...... ...................... ..... 9 ALL I-JOISTS SHOWN ARE TO BE BOISE CASCADE "ALLJOISTS";AND ARE TO BE INSTALLED AS SHOWN: ..... AND Ild-ACCORDANCE WITH TIDE MANLJFACT UPS SPECIFICATIONS: ..... . k STRUCTURES ENGINEERING JOB 15As-mM'4-nS, &ksh e.ommyic�` 1020 Plain St. Bow I ZZ7 SHEET NO. OF 1!a MARSHFIELD, MA 02050 ' Qt DATE CALCULATED BY CHECKED BY DATE STRUC'l"iJRAL STEAL-NOTES.. BEAMS;S ` LL'BE NEW S`IBEL CONFORMIG TO THE A I S.C: SPECIFICATIONS FOR DESIGN; 1. ALL:STEEL. HA ABRICATION AND?ERECTION OF TRUCTURAL STEEL._FOR,.._..UILDINGS AI�II3_A,S.T,1VI,_-_GRAD...E_50,._AI,LCAP..._...._._-. F.... ... ... . S .. .;.. $ AND BASE PLATES AND OTH- ER MISCELLANEOUS STEEL R2AY BE A.S.T.AiI.GRADE A36 2. ALL;STEEL BEAMS WHERE NOTED:TO BE SUPPORTED ON STEEL.POSTS ARE;TO BE A MiNIA+IUM SLED HSS . . 4x4xi/4 STEAL TUBE OR AS OTi�RWISE SHOWN.:ALL STEEL IS TO BE IN ACCORDANCE TO Tim A.I S.0 SPECIFIC_ATIONS FOR DESIGN,; FABRICATION; AND ERECTION OF STRUCTURAL STEEL, FOR BUILD, .GS WHERE NEW PASTS ARE NOTED TO SUPPORT A STEEL:BEAM,;EITHER STEEL POSTS OR ADEQUATELY DESIGNED I VL POSTS TOBE DESIGNEE BY OTHERS MAY-BE USED-BUT JVIUST BE PROPERLY_SECURED TO- THE BEAM AND:FOUNDATONN. ...........3-_...:...ALL.;SHOP..AND.:FIELD._WELDS..SHO.WN..SHALL..BE MADE...BY..APPItO.VED...GERTIEIED.WFLDERS.-ANLl...SHALL......_.__. CONFORM TO THE A.W.S. CODE FOR BUILDINGS. ALL WELDS SHALL DEVELOP THE FULL. STRENGTH OF ........:... :. ... . . ;..._ ...... ..... ..... ...... ... _ .... THE MATERIAL BEING WELDED.USE.EXX 70 ELECTRODES: ;.... .......4........1VO PERMANEN`:T CONi�ECTI01*iS SHOULD BE 1VIADE UP U1tTIL_'THE STR[JCTURE`HAS.BEEN':PROPERL�C ALIGNED.PROVIDE!TEMPORARY BRACING AS RE UIRED _..._........._........_.............._..._..._....__._...................._.........__._Q........................:_......................,...._...................._........_........ ...... ..... S. STEEL FABRICATOR IS RESPONSIBLE FOR FINAL LENGTHS, CONNECTION DETAILS,..-AND DESIGN .IN._. ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST EDITION OF THE A.I.S C ,DETAILING MANUAL SUBMIT-SHOP DRAWINGS WITH-ALL DETAILS TO-THB GETIERAL CONTRACTOR AND. ENGINEER PRIOR TO FABRICATION. ....._.....: ..... .. 6. USE'/Y'14MIMUM CAP PLATE AND PLATES FULLY WELDED ALL AROUND AT COLUMNS WITH A 3 EYELET WETD, :OR;AS;OTHERWISE SPECTED ON THE' DRAWINGS. STEEL CAP °PLATES TO BE FIELD WE LED Olt.BOLTED...TO.THE.BEAMS. ALL. STEEL .COLUMN...BASE...PLATES_.SI3ALL.BE....BOLTED TO..THE......... CONCRETE FOUNDATIONS:WITH 4 - 5/8 INCIT DIAMETER ANCHOR 1BOLTS.1 BASE PLATE DETAILS TO BE SUB1vIITTED TO�THE ENGINEER FOR REVIEW PRIOR TO FABRICATION: ..... 7. ALL'STEEL`PO BE WEATHER TIGHT AND:SHALL HAVE TWO COATS'OF RUST=Ii�THIBITIVE PRI11�fER PAINT; TOUCH UP ALL WELD$ SCRATCHES.OR.SCRAPES,IN._PAIIVTAETER ERECTLON......................_.........._................._._....... ..... r.. ... ..:.... . $....._..STEEL..BEAD4..MAY..BE...SPLICED..AT.STEEL CAP..PLATE...WITH..A..MAXIMUM. AP..BETWEEN..BEAMS._......_.. OF 114 INCH. USE 1/4 INCH;TIE PL ATEI WELDED OR BOLTED WITH 4-1/27 BOLTS TO WEBS; STEEL;BEAMS SUPI'ORTINO POST I GADS FROM ABOVE MiJST HAVE FITTED STEEL STiFFNER°PLATES UNDER THE POST B VE. ..... ..... ._... A O 9. WHERE JOISTS FRAME`ON TI.1E TOP OF THE BEAM USE A 2X8 TOP NAILER:THRU=BOLTED WITH l;/2 INCH DIAMETER BOLTS STAGGERED.AT;16 INCHES ON CENTERS._JOISTS TO.BE ANCHORED TO THE TOP NAILER WITH SiVIPSON;H4 HURRICANE CLIPS. WHEN JOISTS FIUSH FRAME TO THE BEAM, )*BANE THE JOISTS WITH JOIST HANGERS TO FULL DEPTH WEB BLOCKING FASTENED TO THE B.EAM WITH'/z INCH DIAMETER THRU-BOLTS AT 16 INCHES ON CENTERS STAGGERED TOP AND BOTTOM PER DETAR.S.ALL STEEL BEAMS ..............._.._.. :._..........;.................__....:..._.......;..............,........... .._........_._.._...,_............;........__.,............_,............,......_..._:._._.......;..........................<........_...:.............,..........................:......_................._:.............v.............;.............:...... ... TO HAVE A TOP lYAILER TO BE THE FULL;WIDTH OF THE BEAM AND THRU-BOLTED; WITH '/2 INCH DIAMETER BOLTS AT 16 INCH ON CENTERS STAGGERED EACH-SIDE OF BEAM FLANGE. ' ...... OF _...._..._............................. ..............._ _....._...... .._€............. ibj,� ;_............;,........... . . , �HN W. .... WuttN ......... ..... � o QUE...... I. T.L __... EN..._.f. _--.....------- _ .......... STR8011 CTURAL: .......Gy.-- .... � v. .....:.... .... crsTE�-G\�� .............. _ ..... ....:.... ... ...... . . .. PAOOIICf204115i�eSlieeta)�t)Padd¢d) 'J��T � N�. $`� 1-�/`1 1.S -OCAIE_�= 1'E'dQ1►.I�L .._ ...�j.—Z17 -P-Leg--13hat-jv-1 i_?1p lV L_Do01? ht-C-AID ER 5E�Ar 1 8Sd anelmamnrew16mE /T$ iZd 21W Yd IseFrmlo+o>aTeAra csxFnouaEip E ON .wDERSW OFR /a1lEo oonuw 00E /+ B LM 7.13 RoA1u LU -Ara DN 13at-..,TS F11C3 W ATfACN 10 eFl1Y8 • ' W 8�d'60111OFA `4 A - I POSE G16 _ _ b 2.O8CN1 Zz1�TURAL Q.S 3d BS Cd 9d BS 48 1Td fd iGHE000.YE1p (OA�E 000.YEIp ( EOORII� a4 Domwp @d ROOF FRAMING PLAN 4Y-4:� WL P.65T NOTES: E>owm Tb A t.l ROOF RAFTERS TO TE 2 x 17s UNLMR�2O OTHERWISE NOTED / �( 2.)AT ALL)RAFTERS ENOSHURRICANE CLIPS 3)VERIFY OWNERS GurTER TYPE/LAYOfT M VD 1/V �� i =�tl 04 L4�DMi5__LAfJ9. ._. `T��ll�.(.� 3 �-?O---�b:. 5 64-'�...or—AG as -- ao A B I JUST A IFo 14 L r - - I I O I I I O ' 0 ,W I,1Rr CGIIT. PFR ON. OETIILL ER ON.ROORRETA6 PER QII DOOR DEO I �T r- 34clIS 1 see TMJD C kVSATElm c�I� gC-�i'lOtitS i jA ma 36RUIe T TEK BAY DESIGN, GN,t.L.0 NEW HOUSE FOR: PHA.(508))2741166�9 BATEMAN RESIDENCE FAX(508)539-9402 84 LOOMIS LANE CENTERVILLE, MA j�GD i►i r> FLaoK FIZAMI N G 4afi 274r v_ t7ou�i.ar B�wt`D JO��r wi'tu WAM&dh¢,S BASEMENT BILSEM EL _ __ I — -- r-- ----------I I �DROP__TOP OF FOUND._——— I I B'4" I i I AT DOOR NOTE ENOINEEREDJOIST I I I I 47 I I CRAV PP CE TO SE FIRE PRorECTED vd I I Yt GWS OR MINERAL WOOL BILCO'C' I (4"�C SLAB, INSULATION. BULKHEAD ( 0 I I I B+reLJaSTSIP°.° I I I r GARAGE I 214 IT'CONC.SLAB I DOv�i.E'' I I wie aVWYFEMBEDDED 1s L7D 3Gt►� I I �l 9<0�c o 4.59AM eoAt L . _� .;.Jr I I I TYR BVu1T i•1 mo' BEAM BEAM PKT. I I I I . I I I ® F F OUND. 1 DOHRS TYPICALX4I N CONIC TI 0M ----- I BASEMENT I ( 6 = G t4 BARE WA S .————— II b -------- — -------- .... WINDOW I Ici I SON BIM . PEF UP I SIMPSON STH014 STRAPS SIMPSON STHDI4 STRAPS I m PER O.H.DOOR DETAIL PER O.M.DOOR DETAIL y I I 4 BASEMEN I W 14•0ONC.SLAB) — — — — —— $ e•'P '-0" —— —— — I I ——————————— I B V q TYP.to CONCRETE FOUNDATION SOLID BLACWNG AT THE A ° 6 WALLBWSS VERTICAL BARS END TWO JOIST BAYS A5 AT 4B"aa,S•T FROM OUTSIDE Iv ®40 0.0. I 1 FACE OF WALL,GRADE 40 BARS - / x / TYP.10 z 20 CONCRETE FOOTINGS I . W/2x4KEY 79'DIA CONCRETE SONOTUSES W/2C MA BIGFOOT FOOTINGS 19.2' S''d UNDERNEATH TO PPBELOW GRADE USE SIMPSON ABUSE ( _ POST BASE. I 4a.P N FOUNDATION PLAN 0 aN 4&4r - 2ry r-0 r c s z to-tv JOLST s a EMEM A FLAN ftb4C I -1 x 5T As Ab +�rtyM MArk��C5 BASEMENT BAS WINDOW ___"'— WINDOW —_ ___——__—_—_.—_ _—— ——————— ————————— ——————— . PMWN Ico ADROP OF FOUND.DOOR i I � DIE ———— I - CiRAWL$P Ci TO BE F RE pROTECTM 34 GWB OR MINERAL WOOL BILCO'C�-I-I (4' ONc ISLAS INsulAnoN. I I B 1 rz WO1STS®+S'aa I I I -;-4' -, I j GARAGE I I 121.11 1 1 i� I (S•PIT coNc.SIAe I PW36.� I 7 is 4' 4 �° I W, .— m _ I J, e i4 I :l,..r a 4BASZEN i '3' 4 / y LV4; !;. I �+PKr. I I X � L' STEEL La' MN I' AAT0 DOORBGIMD. CO BARB WA 8 BASEMEN I I P i•WINDOW — -- c7oM PEFSIMPSON STH014 STRAPS SIMPSON STHD14 STRAPS PER O.H.DOOR DETAIL PER OAL DOOR DETAIL Is ee a Ba ra IW p'Come,BLAB) — _ SOLID BLOCWNGATTNE A WALLS SW118 VERTICAL AL&MFOUNDAnoN 'y WW,4LLBIaesve+n�LB4Rs `*- ENDTWO JOIST BAYS Ab ` AT 4a•na,8•T FROM ourBIDE ®4r 0.4 ' FACE OF WALL,GRADE 64 B4R8 �OtS T 5 . \ - \ TYP.10 z 2W CONCRETE FOOTINGS W/2R4KEY _ . S"P 1W OIA CONCRETE SONOTUBES . yq. WW24-CIA BWOOT FOOTINGS UNDERNEATH TO 4'0'BELOW I GRADE.USEMMPSO ASM A POSTBASE e FOUNDATION PLAN OPTION � i i J01ST 14ArrGft5 M1012C t-AM 2x6's@IV'O.c. 12 12 —1 a z i TOP OF PLATE / 10� o c Ulm TYP.1/2"GYP.BOARD \\\ ON 1 x 3 STRAPPING \\\\ a le,O.c. 12 , b�, MASTER 19 — BEDROOM _ 314"T&G PLYWOOD \ SUBFLOOR-GLUED&NAILED SECOND FLOOR SUBFLOOR TOP OF PLATE 14"ENGINEERED JOISTS @ 18"0-c. 4 � 61W FIRECODE GYP.BD., -T T P. ON 1�c 3ASTRAPPING®18" Vj-TYPE X GWB ON ALL r 1� ON I G RAGE * WALL WALLS OF THE GARAGE CONST. 51$uMY o Woa+Lc ta EAG€{ Sipes .Iva 196QU ifair7PITCH 2"T O H.DOOR +GARAGE W16 x 6 WWF EMBEDDED TOP OF FOUND. \\\-z 6"COMPACTED GRAVEL OVER - v MIN.12"FILL COMPACTED TO 95% i B SECTION @ GARAGE A5 ° 6l f CONT.RIDGE VENT 12 2x8's(M16"o.c. ?r 10 F \ TYP. ROOF CONST. 12 -2 x 12 ROOF RAFTERS @ IS"o.c. 5t -5/8"COX PLYWOOD ROOF SHEATHING =ASPHALT ROOF SHINGLES -15LB.FELT PAPER 2 x 10's Q 16"o.a ��. -10"HI.R BATT INSULATION @ SLOPED CEILINGS(R=38) / '�� \�N.NN ` -,1"BATT INSULATION FLAT CEILINGS(R=49) i' i' �N` �N� -2 x 12 RIDGE BOARD //�ii/�i' SIMPSON H 2.5 HURRICANE CLIPS \ � ��\ \ AT ALL RAFTER ENDS v -ICE/WATER SHIELD AT BOTTOM \ ` 3'0"OF ROOF �, i i' �° LOFT • -PROP-A VENT BETWEEN RAFTERS 2 iNN -WIND WASH BARRIERS �� NN ql2 ASS-2 JD15C3 „folST �Fb�tGH� i I WRWAI ' O A \-W 8 57T�'L BEAM3-1%"XgX" 1.2 x 6 STUDS (tit rI ii'"��'�$pri� LVL HEADER 2.1l2"PLYWOOC i DG OF �i3i 57S lMT FOR SLIDER 3.W(R=20)batt II tyJ�ILL �R MA1�ftrFAiC1��►�Q+ 4.1/2"GYPSUMI �1Fl CN 5.W.C.SHINGLE K1CHEN LIVING 6.TYVEKVAPOF `S PC AZEK SLATE GRAY DECKING 9 1/2"1-JOISTS @ 16"o.C. 3•P.T.2 x 17s 5.1( ,4MSTEEL BEAM iVS 9"BATT INSULATION(R=30) w/2X WOOD NAILER BOLTED TO STEEL BEAM @ 24"0.a STAGGERED SOLID BLOCKING W/ I .t CRAWLSPACE ,6"o.C.W/JOISTS HP �1 (P.10"CONCRETE FOUNDATION ALLS W/(2)04 HORIZONTAL BARS U' NOTE:ENGINEERED JOIST 1 f TOP&BOTTOM OF WALL TO BE FIRE PROTECTED w/ (4"CONC.SLAB W/B MIL " BADE 50 BARS 74 GWB OR MINERAL WOOL POLY UNDERNEATH) j AMP PROOF WALLS. INSULATION. :LOW GRADE P.T.8 x B POSTS ON 12" SONOTUSES TO 4'0"BEI USE SIMPSON ABU 66 P 4A AC 6&ACE 8 POST CAP x /12x4KEY A SECTION @ DI.NING/LIVING , A5 al r� Project: John Location:Bateman,84 Loomis Lane,Centerville-Roof Ridge Beam :1 Structures Engineering �b Roof Beam 7840 Classic Court or [2009 International Building Code(2005 NDS)] Estero,FL 33928 (2)1.75INx16.0INx23.0FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.113.0 3/17/201610:14:52 AM Section Adequate By:3.1% Controlling Factor.Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS nter LOADING DIAGRAM Live Load 0.71 IN U388. Dead Load 0.40 in Total Load 1.12 IN U248 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 9 B Live Load 3105 lb 3105 Ib Dead Load 1762 lb 1762 lb Total Load 4867 lb 4867 lb Bearing Length 1.85 in 1.85 in BEAM DATA Span Length 23 ft Unbraced Length-Top Length-Bottom 0 ft �e Unbraced � Roof Pitch 2 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING Side One: Versa-Lam 3100 Fb-Boise Cascade Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 3100 psi Fb'= 3453 psi Tributary Width: TW= 5 It Cd=1.15 CF=0.97 Side Two: Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 4 It Comp.J-to Grain: Fc-J-= 750 psi Fc-1= 750 psi Wall Load: WALL= 0 plf Controlling Moment: 27984 ft-lb • SLOPOPITCH ADJUSTED LENGTHS AND LOADS 11.5 it from left support Adjusted Beam Length: Ladj= 23 It Created by combining all dead and live loads. Beam Self Weight: BSW= 16 pif Controlling Shear: -4867 lb Beam Uniform Live Load: wL= 270 plf At support. Beam Uniform Dead Load: WD adj= 153 plf Created by combining all dead and live loads. Total Uniform Load: WT= 423 plf Comparisons with required sections: Read Provided Section Modulus: 97.25 in3 149.33 in3 Area(Shear): 22.27 in2 56 in2 Moment of Inertia(deflection): 1158.34 in4 1194.67 in4 Moment: 27984 ft4b 42969 ft-lb Shear. -4867 lb 12236lb vN OF �jgSJ �ZN OF M JOHN W. QUEEN N �o=� JOHN W. CDSTRUCTURAL QUEEN m 28011 STRUCTURAL 28011�F S /STE ``Q NAL S �ISTER� S�ONAL N I �a Project: John i Location:Bateman,84 Loomis Lane,Centerville-Door Header Beam t Structures Engineering Multi-Loaded Mufti-Span Beam 7840 Classic Court I(o (2009 International Building Code(2005 NDS)] Estero,FL 33928 (3)1.75 IN x 11.875 IN x 6.0 FT Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.113.0 31171201610:42:48 AM Section Adequate By:1.1% Controlling Factor.Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1068 Dead Load 0.04 in Total Load 0.11 IN U642 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A R Live Load 6398 lb 6398 lb Dead Load 4331 lb 4331 lb Total Load 10729 lb 10729 lb 1 Bearing Length 2.72 in 2.72 in BEAM DATA Center Span Length 6 ft - - Unbraced Length-Top 0 it erc Unbraced Length-Bottom 6 ft Live.Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Versa-Lam 31 00 Fb-Boise Cascade Uniform Live Load 40 plf Uniform Dead Load 80 plf Base Values Adwusted Beam Self Weight 18 plf Bending Stress: Fb= 3100 psi FtY= 3104 psi Total Uniform Load 138 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 285 psi FV= 286 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Two Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 3105 lb 9450 lb Comp.1 to Grain: Fc-J-= 750 psi Fc--L= 750 psi Dead Load 1762 lb 6311 lb Location 3 ft 3 ft Controlling Moment: 31564 ft-lb 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and five loads on span(s)2 Controlling Shear: 10729 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 122.04 in3 123.39 in3 Area(Shear): 56.47 in2 62.34 in2 Moment of Inertia(deflection): 329.28 in4 732.62 in4 Moment 31564 ft-lb 31913 ft-lb Shear. 10729 lb 11845lb jN OF Mqs FAI" OF JOHN W. 9�yG JOHN QUEEN cn g QUEEN cGi� o STRUCTURAL STRUCTURAL A 28011 28011 -o F S�ONAL��O �� ST SFp� E NAL `vv� a Project John Location:Bateman,84 Loomis Lane,Centerville-I Joist Structures Engineering Floor Joist 7840 Classic Court of [2009 International Building Code(2005 NDS)] Estero,FL 33928 SERIES AJS 25114-Boise Cascade x 22.75 FT @ 16 O.C. Section Adequate By:11.3% StruCalc Version 8.0.113.0 3/171201610:03:58 AM Controlling Factor Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.41 IN U669 Dead Load 0.27 in Total Load 0.68 IN U401 Live Load Deflection Criteria:U600 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 716 lb 487 lb Dead Load 481 lb 325 lb Total Load 1197 lb 813 lb Bearing Length 1.75 in 1.75 in Web Stiffeners Yes No BEAM DATA Center - 7 nrs ft Span Length 22.75 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top of joists-top of joists fully braced. JOIST LOADING Floor Duration Factor 1.00 Uniform Floor Loading Center I-JOIST PROPERTIES Live Load LL= 30 psf SERIES AJS 25/14-Boise Cascade Dead Load DL= 20 psf Base Values Ad usted Total Load TL= 50 psf Moment Cap: Mcap= 8380 ft-lb Mcap'= 8380 ft4b TL Adj.For Joist Spacing wT= 66.7 plf Cd=1.00 Wall Loading Shear Stress: Vcap= 1790 lb Vcap'= 1790 lb Wall One Cd Live Load(1 to Joists): L1 = 220 plf =1.00 = End Reaction: Reap= 960 lb . Reap'= 960 lb Dead Load(1 to Joists)fl1 150 plf Location X1 = 2.5 ft Cd=1.00 w/web stiffeners: RcapWS= 1420 lb RcapWS'= 1420 lb Cd=1.00 Interior Reaction: IRcap= 2770 lb IRcap'= 2770 lb Cd=1.00 w/web stiffeners: IRcapWS= 3500 lb IRcapWS'= 3500 lb Cd=1.00 E.I.: EI= 756 Ib-in2 El'= 756 Ib-in2 Controlling Moment4951 ft-lb 10.47 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: 1197 Ib At left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.I.: 679.in2-lb E6 756 in2-lb xE6 Moment: 4951 ft-lb 8380 ft Ib Shear. 1197 lb 1790 lb jN OF MQS -%H OF Mq�� JQHN W. �9�yc �o� JOHN IW 9�yG QUEEN <n QUEEN m v STRUCTURAL STRUCTURAL 28011 28011 A��F9FClSTER ��`�� 9�.c�c9�cC/STERF� e ss/ONALAP page Project: John Location:Bateman,.84 Loomis Lane,Centerville-Second Floor Beam �, I Structures Engineering / Uniformly Loaded Floor Beam 7840 Classic Court [2009 International Building Code(AISC 13th Ed ASD)] Estero,FL 33928 A992-50 W8x28 x 18.7 FT Section Adequate By:7.3% StruCalc Version 8.0.113.0 3/19/2016 9:54:11 AM Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.44 IN L1515 Dead Load 0.28 in Total Load 0.72 IN L/312 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 4208 lb 4208 lb Dead Load 2740 lb 2740 lb Total Load 6947 lb 6947 lb Bearing Length 0.86 in 0.86 in BEAM DATACenter Span Length 18.7 ft I&Tft Unbraced Len Top 0 ft STEEL PROPERTIES W8x28-A992-50 FLOOR LOADING Side 1 Side 2 Properties: Floor Live Load FILL= 30 psf 30 psf Yield Stress: Fy= 50 ksi Floor Dead Load FDL= 15 psf 15 psf Modulus of Elasticity; E= 29000 ksi Floor Tributary Width FTW= 8 ft 7 ft Depth: d= 8.06 in Wall Load WALL= 40 pif Web Thickness: tw= 0.29 in Flange Width: bf= 6.54 in BEAM LOADING Flange Thickness: If= 0.47 in Beam Total Live Load: wL= 450 pif Distance to Web Toe of Fillet: k= 0.86 in Beam Total Dead Load: wD= 265 pif Moment of Inertia About X X Axis: Ix= 98 in4 Beam Self Weight: BSW= 28 plf Section Modulus About X X Axis: Sx= 24.3 in3 Total Maximum Load: wT= 743 pif Plastic Section Modulus About X X Axis: Zx= 27.2 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.03 . f Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WEIR= 22.25 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft ,Limiting Unbraced Length- for lateral-torsional buckling: Lp= 5.72 ft Nominal Flexural Strength w/safety factor. Mn= 67864 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 22.25 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: CV= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor. Vn 45942 lb Controlling Moment 32478 ft-lb �ZH OF Mq �N.OF q j 9.35 ft from left support Created by combining all dead and live loads. per' JOHN W. �y p� JOHN W. �y G Controlling Shear. 6947 lb QUEEN m QUEEN N At support. CDSTRUCTURAL STRUCTURAL - Created by combining all dead and live loads. 28011 28011 C-' Comparisons with required sections: Read_ Provided_ A��o�9F01ST ER ��`�� .�9FG/STE�`�� Moment of Inertia(deflection): 91.31 in4 98 in4 rS/ONAL E FSS/ONAL �G\ Moment: 32478 ft-lb 67864 ft-lb Shear. 69471b 459421b LyOf Project: John Location:Bateman,84 Loomis Lane,Centerville-First Floor Beam Structures Engineering Uniformly Loaded Floor Beam 7840 Classic Court 12009 International Building Code(AISC 13th Ed ASD)) Estero.FL 33928 A992-50 W16x26 x 21.0 FT Section Adequate By:16.4% StruCalc Version 8.0.113.0 3/17/201610:36:00 AM Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.45 IN U559 Dead Load 0.30 in Total Load 0.75 IN U335 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS 9 B Live.Load 9450 lb 9450 lb Dead Load 6311 lb 6311 lb Total Load 15760 lb 15760 lb Bearing Length 0.75 in 0.75 in s"J BEAM DATA Center �,...: Span Length 21 ft 21 n Unbraced Length-Top 0 It STEEL PROPERTIES W 16x26-A992-50 FLOOR LOADING Side I Side 2 Properties: Yield Stress: Fy= 50 ksi Floor Live Load FLL= 40 psf 20 psf Modulus of Elasticity: E= 2900 si Floor Dead Load FM 20 psf 15 psf Floor Tributary Width FTW= 15 ft 15 ft Depth: d= 15.7 in k Web Thickness: tw= 0.25 in Wall Load WALL= 50 plf Flange Width: bf= 5.5 in BEAM LOADING Flange Thickness: tf= 0.35 in Beam Total Live Load: wL= 900 plf Distance to Web Toe of Fillet: k= 0.75 in Beam Total Dead Load: wD= 575 plf Moment of Inertia About X X Axis: Ix= 301 in4 Beam Self Weight: BSW= 26 plf Section Modulus About X-X Axis: Sx= 38.4 in3 Total Maximum Load: wT= 1501 plf Plastic Section Modulus About X-X Axis: ZX= 44.2 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Budding Ratio: FBR= 7.97 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 56.82 Allowable Web Budding Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 It Limiting Unbraced Length for lateral-torsional budding: Lp= 3.96 it Nominal Flexural Strength w/safety factor. Mn= 110279 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 56.82 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor. Cv= 1 Controlling Equation: G23 Nominal Shear Strength w/safety factor. Vn= 70509 lb Controlling Moment: 82743 ft-Ib 10.5 ft from left support ��H OF MqS ��SH OF Created by combining all dead and live loads. Controlling Shear: 15761 lb o JOHN W. ti� �O JOHN W. At support. QUEENN, g QUEEN m Created by combining all dead and live loads. o STRUCTURAL � �, STRUCTURAL `' 28011 ,, 28011 Comparisons with required sections: Read Provided /STER o�o�9rC �� `� � Moment of Inertia(deflection): 258.63 in4 301 in4 F ' /STL G�� F`rSrn T EN Moment: 82743 ft-lb 110279 ft-lb AL Shear 15761 lb 705091b � 3 Ito -3_7,p>Ilo Proje raee ct: John Location:Bateman,84 Loomis Lane,Centerville-First Floor Beam 1 Structures Engineering +� Multi-Loaded Multi-Span Beam 7840 Classic Court [2009 International Building Code(2005 NDS)j Estero,FL 33928 (3)1.75 IN x 11.25 IN x 16.5 FT(7+9.5) Versa-Lam 3100 Fb-Boise Cascade StruCalc Version 8.0.113.0 3/19/201610:59.43 AM Section Adequate By:31.8% Controlling Factor.Shear CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load 0.03 IN U2881 0.09 IN U1308 Dead Load 0.00 in 0.05 in Total Load 0.03 IN U2582 0.13 IN U858 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U240 REACTIONS A 01 C Live Load 2816 lb 13664 lb 3660 lb Dead Load 1303 lb 8962 lb 2246 lb. Total Load 4119 lb 22626 lb 5906 lb I Bearing Length 1.05 in. 5.75 in 1.50 in a BEAM DATA Left Center Span Length 7 It 9.5 ft :.. Unbraced Length-Top O ft 0 It 7R 9.sR Unbraced Length-Bottom 7 ft 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS fie$ Center MATERIAL PROPERTIES Uniform Live Load plf pff Uniform Dead Load 75 Versa-Lam 3100 Fb-Boise Cascade 575 575 Base Values Adiusted plf 75 plf Bending Stress: Fb= 3100 psi Fb'= 3077 psi Beam Self Weight 17 plf 17 pif Cd=1.00 C/=-0.99 CF=1.01 Total Uniform Load 1492 plf 1492 plf Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 4208 1b Comp.-L to Grain: Fc--L= 750 psi Fc-1= 750 psi Dead Load 2740 lb Location Oft Controlling Moment: -13570 ft-lb . Over left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: 85161b At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Read provided Section Modulus: 52.92 in3 110.74 in3 Area(Shear): 44.82 in2 59.06 in2 Moment of Inertia(deflection): 228.53 in4 622.92 in4 Moment: -13570 ft4b 28399 ft-lb Shear. 8516lb 11222lb HOFM OF JOHN W AS�90tiG ��(N MgdJ' � QUEEN m o STRUCTURAL QUEEN yN 28011 o STRUCTURAL y 28011 FSS/ON l ENS ��,c�FG/STEREO 1A•i,�,�, 'y` Fss/ANAL E 3 Lye Project: sk John Location:Bateman,84 Loomis Lane,Centerville-Steel Column Structures Engineering Column 7840 Classic Court 12009 International Building Code(AISC 13th Ed ASD)j Estero,FL 33928 HSS 4-1/2 x 4-1/2 x 114 x 8.0 FT/ASTM A500-GR.B-46 Section Adequate By:14.6% StruCalc Version 8.0.113.0 3/19/201610:40:53 AM LOADING DIAGRAM VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 22908 lb Dead Load: Vert-DL-Rxn= 15474 lb Total Load: Vert-TL-Rxn= 38382 lb COLUMN DATA B Total Column Length: 8 ft Unbraced Length(X-Axis)Lx: 8 ft Unbraced Length(Y-Axis)Ly: 8 ft Column End Condtion-K.(e): 1 �xa Load Eccentricity(X-Axis)-ex: 1 in Load Eccentricity(Y-Axis)-e : 1 in -------------- COLUMN PROPERTIES HSS 4-1/2 x 4-1/2 x 114-Square Sri Steel Yield Strength: Fy= 46 ksi Modulus of Elasticity: E= 29 ksi Column Section: dx= 4.5 in dy= 4.5 in Column Wall Thickness: t= 0.233 in Area: A= 3.84 in Moment of Inertia(deflection): Ix= 11.4 in4 ly= 11.4 in4 >> Section Modulus: Sx= 5.08 in3 Sy= 5.08 in3 Plastic Section Modulus: Zx= 6.06 in3 Zy= 2.92 in3 ;r Red.of Gyration: rx= 1.73 in ry= 1.73 in Column Compression Calculations: �e KL/r Ratio: KLx/rx= 55.49 KLy/ry= 55.49 Controlling Direction for Compr.Calcs:(Y-Y Axis) Flexural Budding Stress: Fc r= 37.39 ksi Controlling Equation F7-1 A Nominal Compressive Strength: Pc= 86 kip Column Bending Calculatiors per AISC 13th Edition Steel Manual: AXIAL LOADING Controlling Load Case:Axial Total Load(D+L) Live Load: PL= 22908 lb Eccentricity Moment: Mx-ex= 3189 ft-lb My-ey= 3189 ft-lb Dead Load: PD= 15362 lb Lateral Moment+Eccentricity: Mrx= 3189 ft4b Mry= 3189 ft-lb Column Self Weight: CSW= .112 Ib Flange Buckling Ratio: FBR= 16.31 Total Load: PT= 38382 lb Allow.Flange Budding Ratio: AFBR= 28.12 Allow.FBR for Non-Compact. NC= 35.15 Web Buckling Ratio: WBRX= 16.31 WBRY= 0 Allow.WBR for Eqn.F7-5: AWBR=60.76 Nmnl.Flex.Str.w/Sfty Factor. Mac= 13.9 ft-kip Mcy= 13.9 ft-kip Controlling Equation F7-1 F7-1 Combined Stress Calculations: 1-11-1a Controls:0.85 Controlling Combined Stress Factor.0.85 of Mgss ��iN of JOHN JOHN W. �y o W. tiG QUEEN m cs QUEEN m o STR� rn STRUCTURAL STRUCTURAL 28011 a 28011 STER�O\��e �ac�sFC/STER�� s�/0•NAL ti S/ANAL EN 25-M 02-29 --2016 a QUITCLAIM[DEED 1,Nathan Miller,individually,6901 Millwood Road,Bethesda,Maryland 20817 for consideration paid in the amount of One Hundred Fifty-Six Thousand and 00/100 ($156,000.00) Dollars grant to Philip C.Bateman,Trustee of the Long Pond Estate Trust u/d/t dated,April 2, 1999 and recorded in the Barnstable County Registry of Deeds in Book 18933,Page 187,as amended in Book 291921,Page 21 (to change the name of the trust to Long Pond Estate Trust)having a mailing address of 16 Long Pond Circle,Centerville,Massachusetts 02632 with Quitclaim Covenants The land in Barnstable(Centerville),Barnstable County,Massachusetts,together with any buildings thereon,situated on the southeasterly side of Loomis Lane,bounded and described as follows: NORTHWESTERLY by Loomis Lane,two hundred twenty-nine and 001100(229.00) feet;more or less; NORTHEASTERLY by land now or formerly of Dominic J.Welch et ux one hundred and 00/100(100.00)feet; NORTHERLY by land now or formerly of said Welch et ux seventy-five and 00/100(75,00)feet; NORTHEASTERLY by land now or formerly of Albert A. Scaramelli et ux one hundred fifty-six and 47/100(156.47)feet; SOUTHEASTERLY by land now or formerly of said Scaramelli et ux one hundred twelve and 00/100(112,00)feet.More or less; SOUTHWESTERLY by land conveyed by William H.Benttinen et ux to Kenneth D. Bimbo et ux on November 30, 1962,one hundred thirty(130.00) feet,more or less; SOUTHEASTERLY by land of said Bimbo et ux one hundred twenty and 00/100 020.00)feet,more or less;and SOUTHWESTERLY by land of said Bimbo et ux one hundred thirty-two and 00/100 (132.00)feet. PROPETY ADDRESS; 84 Loomis Lane,Centerville,MA 02632 I Bk 29480 Pg330 #9655 The above described premises are a portion of those shown on plan entitled:"PIan of land in Centerville,Barnstable,Mass.;belonging to Frank G.Anderson,scalel in.=40 ft.,Nelson Bearse &Richard Law,Surveyors",which said plan is duly filed in Barnstable County Registry of Deeds in Plan Book 156,Page 67. Reference is also hereby made to Plan Book 212,Page 147 for a more particular description of the metes and bounds. Together with an easement of way,in,over and upon the private way commonly known as and called"Loomis Lane"for its entire length,which said private way leads off the Town Road known as"Phinney's Lane"insofar as the Grantors may now grant such easement of way as appurtenant to the above described parcel;also together with an easement of way in,over and upon other land formerly of Herbert Ross Cahoon,lying between the termination of said Loomis Lane and the shores of Wequaquet Lake,insofar as the Grantors may now grant such easements of way as appurtenant to the above described parcel,both of which above mentioned easement were created as appurtenant to the land granted by 1-Ierbert Ross Cahoon to Dominic Welch et ux a part of which land is herein conveyed. EXCEPTING from this conveyance,however,the above mentioned easements of way as they are appurtenant to the premises retained by Dominic J. Welch,et ux for the use benefit and enjoyment of such premises,in common with others lawfully entitled thereto. This Deed releases any and all homestead rights created either automatically by operation of law or by a written declaration that is recorded.The Grantor waives any and all rights of Homestead in and to the premises conveyed hereby and warrants and represents that there are no persons entitled to any rights of Homestead under M.G.L,c. 188 in the premises conveyed by this deed. For title see Deed filed with the Bamstable County Registry of Deeds in Book 1874, Page 184 (see Death Certificate of Lillian B.Miller recorded in Book 21831,Page 82). MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Oates 02-29--2016 ➢ 01:58pm - Ctl"-s 897 Dar.". 9655 Fee: $533.52 Cons: $156,000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date! 02-29-2014 O 011s8pm Ct1Y: 897 Doc', 9655 Fees $421.20 Cons: �156►000.00 Property Address: 84 Loomis Lane,Centerville,MA.02632 i _ Bk 29480 Pg331 #9655 WITNESS MY NAND AND SEAL this ��day of February,A.D.2016. i LUX NATHAN MILLER t �h1QFj�r1t GI,�C. �Mantgen3etp-eoantyss. February 2 2-.2016 On this 2rL. day of February, 2016, before me, the undersigned notary public, personally appeared NATHAN MILLER,and proved to me through satisfactory evidence of identification, which was `L(��t,t�S to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he signed it voluntarily for its stated purpose. } c i Rdz- Notayiublio: My commission expires: 1(• 1.�i 2�p w BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register • z t t A w�, Z7+ LO o A-IL%S- CAtv E Cc u f ccc) AWC Guide to Wood Construction:in High Wind Areas `IIO nWh add Z©ne Massachilses Cecst0r CQMpliance(780 clvzR 53o1.2.11)1 �'Gheck 1.1 SCOPE Compliance Wind Speed(3-sec.gust).:.... Wind Exposure Cate go �. .................110 m h - ............................•-•- 9 ry...............................:: P �.................. . 1.2 APPLICABILITY Number of Stories(a roof which,exceeds 8 rn 12 slope shall be considered a sto Roof Pitch ._ ry) Z stones_<-2 stories .....--•................... (Fig 2) Z<12.12 - � Mean Roof Height ....................... .........................._............ ---:.Fig 2).................................: Building Width,W. """ 5 ( ft 33' ✓ ..............:............................................._.,:(Fig 3)...................--••--....................... 8 Building Length, L ...:.... 0' Building Aspect Ratio(UW)..........• '.................... (Fr9 ............................................. .. ..• ft`<_8U ✓ Nominal Height of Tallest Opening2 (Fg 4).. (Fig 4)._..:.....:...........:... Z00 5 3.1 1 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2) 2.1 FOUNDATIAN s Foundation Walls meeting requirements;of 780 CMR 5404.1 Concrete............. ............ Concrete Masonry ./ ...............................................,:,.,.........:.......... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8°Anchor Bob imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete orit Bolt Spacing-general....................... (Table 4)................... Bolt Spactngfrom endfjoint of plate ....... LO in. Bolt Embedment- (Fig 5)................... rn- ` 6°- concrete........._. 2° Bolt Embedment- Fr 5 mason ( 9 ) in.>T ry.................... Plate Washer........._. r9 5)•....... rn.>15° ............... 3.1 FLOORS Floor framing member spanschecked Maximum Floor Opening Drrnensron:: """ (Per 780 CMR Chapter 55)........._. (Fig 6)..:................: ............. ....: t <12' ?✓' Full Height Wall Studs et Floor Openings less than 2'from Exterior Wall(Fig fi).___._••••_• ..Maximum Floor Joist Setbacks Supporting Loadbearing Walfs.or Shearwall............. (Fig 7).................... Maxmum C _ d - antilevered Floor Joists •'-•'•••-•-•••-•-••--••--•• - Supportng Lcadbearing W alts or.SheanNall__._....... (Fig 8).....................................................C�.ft s d Floor Bracing_at Endwalls....... Floor Sheathing Type (Fig.9)..._.._ Floor Sheathing Thickness ...: '"'""""'- (Per 780 CMR Chapter 55)._.......... —.� ' : .....................(per 780 CM Chapter 55)..._...._... _....... l rn Floor Sheathing Fastening....... —1 .........................(Table 2)...-.2Ld nails at. a in edge/ern field —z� 4.1 WALLS Wall Height Loadbearing Walls.......... 10. :..:.:::......:_. ......••••.......(Fig 10 and Table 5 Non-Loadbearing walls... )......................... ft -- Fi 10 (Fig, and Table 5 � Wall Stud Spacing ).:.:..._.:--:--...:..::.:.: ft 20' ./ Wall Story.Offsets (Fig 10 and Table 5 LG in. (Figs 7&8)..................... ........._. ......................eft 5 d ✓ 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.__.___...•._ (fable 5 g �ft in. Non-Loadbearin walls.. )""""""""-'••••�••••�••�............................... — — Gable End Wall Bracing' able 5)..............................2x G=eft ! in. Full Height Endwall Studs............................ WSP Attic Floor Length (Fig 10)......... ............. .................... (Fig 11 . . Gypsum Ceilin Len """'" ) ..................................... O ft>W/3 YP g Length Cif WSP-not used) Fi 11 �-- �pft`_09W and 2 x 4 Continuous Lateral_Brace @ 6 ft.o.c....(Fig 11).......... or 1 x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 bfockin __..••.•_•__...- "" Double Top Plate P g 9 @ 4 ft_spacing tri end joist or truss bays Splice Length ..............(Fig 13 and Table 6 Splice Connection(no.of 16d common nails .............(fable 6 )_. "'"•""""" -2 c A� �� AWC Guide to Wood Construction in high Wind.-Areas:;-1'I Inph Wind Zone Massachuse s Checklist-for Compliance (780 cMR 5361.2.1.1)' , Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)................ �- Nan-Loadbearing Wall Connections Lateral (no.of 15d common nails)...............................(Table 8)......................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .....................................................(fable 9)............................... ..._LZft a in.<_11' Sill Plate Spans .......................................................(Table 9).................................._L7_ft CD:in..511 ✓' Full Height Studs (no.of studs)...................................(Table 9) .,. ................... ..........4.1- / Non-Load Bearing Wall Openings(record largest openng bu.'check'all openings zfor compliance to Table 9) - Header Spans .. (Table 9)... ...... ft a in.<_12' . ... ................................ ........... . ............ Sill Plate Spans:::..........:.............................................(Table 9).................................... ft in.<_12° ✓ Full Height Studs(no.of studs)....................................(Table 9)......................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 - Minimum Building Dimension,W g Opening ........................ ......................:..........:................. t<6V Nominal Height of Tallest O enin .. 4 �' Sheathing Type...................................... (note 4) Edge Nail Spacing.................................. (Table 10.or note 4 if less) in. Field Nail Spacing able 10`.........:'.................................. .. l Z in. P g............................ . . (T ) Shear Connection(no.of 16d common nails)(Table 10 -�. J Percent Full-Height Sheathing.... (Table 10). ... 5%Additional Sheathing for Wall with Opening'>68 (Design Concepts).....:........ .. Maximum Building Dimension,L Nornmal Height of Tallest Opening2....... ......:.:............................................. . ... — E'8° -Sheathing Type..................................... .... (note 4) .. � _mil Ed a Nail Spacing .................... . able 11 or note 4 if less)...,.:...................... in. 9 P g `.:: R Field Nail Spacing`.:::.:--- _..... ..... (Fable 11:).:.::.:............................. .. .:..: in: -✓' Shear-Connection(no.of 16d common nails)(Table 11)..........................................................`'f- . able 11 .......................... ..: L/° Percent Full-Height.Sheathing................ jT ) ° 5%Additional Sheathing for Wall with Opening>68°(Design Concepts) ..... Wall Cladding Rated for Wind Speed?............... 5.1 ROOFS Roof framing member spans checked?.................... (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhan ....... (Figure 19 .tom ft 5 smaller of or U3 .g ) _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift... .................(Table 12)............................. --••-• U=_Plf ... Lateral ....................(Table 12) - L plf ✓ Shear. ....................................(Table 12)............. ............ S�pff Ridge Strap Connections if collar ties not used per page 21... (Table 13)...... ............... ......T Gable Rake Oubooker (Figure 20):......:..... CO ft 5 smaller of 2_or U2 Truss or Rafter Connections at Non;;Loadbearing Walls Proprietary Connectors Uplift (Table 14)........................... U= fib. Lateral(no.of 16d common nails)...(Table 14) ......................................L= Roof Sheathing Type...................................................(per 780 CMR Chapters 58 arld 59)............ Roof Sheathing Thickness.......... ' n 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 Scraps 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. GOOK- �?v i FAY 1P�3W, ac 6 O JVl c Cc-�� ZU I CSC C� AWC'.Gucde to Wood Construction in Idrgh 'Wind Areas. d10 mph T end Zone Massachusetts Checklist f r C rnpl>ante (780 cl�>R s3o>E.Z.1.r)1 �75—r� R Check 1.1 SCOPE ""��, LCompliance Wind Speed(3-sec.gust).......:................. .............. ........................ ..........110 mph ✓ Wind Exposure Category................................:............. B 1.2 APPLICABILITY Number of Stories(a roof.which.exceeds 8.m.12 slope shall be considered a story) Z stones s 2 stories Roof Pitch ............... ......... I Z-<_ 12:12 (Fig 2)....................... Mean Roof Height ......................................................... .,..;.(Fig 2)................................................: ft <33' ✓ Building Width,W......:...:.....:.................................... (Fig 3)........................................ ...... :30 ft:s 80, si Building Length, L ..............................................:..... (Fig 3) .. ft <80 .� Building Aspect Ratio(L/W) ..................................... (Fig 4)....................................................Z OD<_3 1 . Nominal Height of Tallest Opening26 <6,8" ./ (Fig 4).... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..........:..... 2.1 FOUNDATIAN Foundation Walls meeting requirements;of 780 CM R 54041 Concrete..................... ... ...... Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1•3 5/87 Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ............ able(T 4)..................................... ... in. -Zl Bolt Spacing from endrjoint of plate ....... ..(Fig 5).... _ in:`5,6"—12° Bolt Embedment—concrete................... Bolt Embedment—mason (Fr9 5) "' Ti in.>T .............(Fig 5).::. c� in.>_15"Plate Washer..............:..................... .......... Fr 5 >3°x 37 x'/<° (Fig 3.1 FLOORS - Floor framing,member spans,checked (per 780 CMR Chapter 55).......... Maximum Floor Opening Dim"10,n.. ......... ......... (Fig 6)..:........................:.............. <12' Full Height Wall Studs at Floor Openings less than 2'from Exterior' xterior Wall(Fig 6)............... �! Mayimum Floor Joist Setbacks ... ......... ........... Supporting Loadbearing Walls or Shearwall................ Fi ( 9 .......................................... Qft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).......:...............:............................ v ft <_d Floor Bracing at Endwalls...... (Fig 9)..... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).......... Floor Sheathing Thickness ........................... .. ..............(per 780 CM Chapter 55)....................... ! rn. Floor Sheathin Fastenin1 g g................. •••••-••••••••--••..•....... (Table 2)... d nails at_min edge/fin fieltl ' _�,�• A 4.1 WALLS Wall Height Loadbearing Walls..........: ........(Fig 10 and Table 5) ft`510' ✓� .............. :. Non-Loadbearing walls.** alls... .................(Fig 10 and Table 5. .....I.............. ft <20' f Wall Stud Spacing ...........(Fig 10 and Table 5)...................t'iri <-24"o.c. ..................... ....................... Wall Story Offsets s ................... .......................eft <_d (Figs 7&8) 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5).............. .........;....:..2x - ft in. Non-Loadbearing walls................................................(Table 5)..............................2x - ft (, in Gable End Wall Bracing' Full Height Endwall Studs............................ g 10)(Fig( ... ................ WSP Attic Floor Length................................................(Fig 11) ... : d ft>W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11).:..............: and 2 x 4 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 ./ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)................. Splice Connection (no.of 16d common nails)....:........ (Table 6).......................................................... . AWC Guide to Wood Construction in High Wind Areas 110 anph Wind Zone Massachusetts ,Checklist-for Compliance (7so cMR 5301.2:1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...... ..............................................(Tables 7).................................. 2 -�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 (fable 9)......................... jZft in.<_11' Sill Plate Spans ........................................................(Table 9).................................._17_ft 0::in..:511' Full Height Studs (no.of studs)...................................(Table 9) .. ................................................ Non-Load Bearing Wall'Openings(record largesto.pening but check all openings fog compliance'to Table 9) Header Spans ..... •........................ .(Table 9)-------•--.............. ft 0 in.<_12' Sill Plate'Spans:.............................................................(fable 9).................................. ft U in.s12" ✓ 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 Opening2 ..................... ........................................................1�_6'8" _.✓• Sheathing Type.............................................(note 4).............................. Edge Nail:Spacing.................................. (Table 10 or note 4 if less) in. Field Nail Spacing (fable 10). ......... l Z in...................................... ,.... Shear Connection(no.of 16d common nai_(s)(Table 10)...:..................................::................ t Percent Full-Height Sheathing......................(Table 10),............................. . .....COI. •/' 5%Additional Sheathing for V11a11 with Opening.>f3'8"(Design Concepts) ....... Maximum Building Dimension,L Nominal Height of Tallest OpeningZ.::............ . ...... b<68" Sheathing Type..........:..................................(note 4)......................................................�P Edge Nail.Spacing ......... able 11 or if less ...... ....:.... m P 9 R ) _ Field Nail Spacing (r. ) .. . L... ........ able 11 6 in ✓/ Shear Connection(no.of 16d common nails)(Table 11).......................... ........................... -- Percent Full-Height Sheathingable 11 ............... ...... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).......:: ✓' Wall Cladding Rated for wind Speed? 5.1 ROOFS Roof framing member spans checked?................ (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...:...::: .......: :........ ............. (Figure 19)............. . ft<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift*.... ...:....................................(Table 12)_ .....:... ............................U _Plf Lateral.............................................(Table 12).............................................L= Of ✓ Shear. .......................(table 12).............................................S=P If Ridge Strap Connections,if collar ties not used per page 21... (Table 13) ...................... ......T If Gable Rake Outlooker (Figure 20).......:..... 0 ft s smaller of 2`or U2 Truss or Rafter Connections atNon-Loadbearing Walls` Proprietary Connectors Uplift................ ......... ................(Table 14)............................................U=b_1b. Lateral(no.of 16d common nails)...(Table 14):......................................L=LttBb. Roof Sheathing Type........................................... (per780 CMR Chapters 58 ard59)............ Roof Sheathing Thickness........... ............ .......................................... L�jn. 7116 WSP Roof Sheathing.Fastening.......................t.....................(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 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 wails shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 14 WC Guide to Wood Construction in;gligh'will �4reas 11 D mph Wind Zone. Massachusetts Checkllin for CGmpl ante`(780 CMR 5301.2.1.1)i 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: L 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. iv. On two story construction, upper panels shall be attached to the top'member of the upper double top plate and:to bandjoist.at.bottom of panel. Upper attachment of lowerpanel 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 Horizonte[Nailing for Panel Attachment `:=W EN INS EDGE RESTS ON RAAMING'EME8dd NAILS — --------------- — 11 .. i L 11 - I1 W fk;< �1 1-LGr 1 11 11 1r,1°9 1 1 -U , S 11 S li fi W 1 - 11 Ts 1 �U13LEEDGE `----- is1A1LSPACING l i t PANES_ v See Detall on Next Page Vertical and Horizontal Nailing for Panel Attachment ILL_V-- , Zone A+'C Guide to Wood Construction in.High Wind Areas. 110-mph .Wind Massachusetts Checklist for Compliance(780 CmR 5301.2.1.1. t"w 4 .. ._r. _ ZQ .. � t r o r r + � + 1 si � 1{ - i + t FWAINGMEMBERS ED6HRlTFRhAED1ATE 1 flt i t l 1 � 1 i';!k 1 t •� 1 r 1 1 fF P'MIt STAGGERED WML PATTERN PANEL PANE' EDGE DUUmENAILFDGESPACIHGDETAL Detai l Vertical=and Horizontal Nailing. forPanel Attachment 5 �,' CERTIFICATE OF LIABILITY INSURANCE DA081072015 Y► 08/07/2015 "'XTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF .INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Ellysia MOreis The Insurance Agency Of Cape Cod ao No Ext: (508)888-2766 FAX No): 480 Route 6A E MAIL ADDRESS: PO Box 960 INSURER(S)AFFORDING COVERAGE NAIC# East Sandwich MA 02537 INSURERA: Harleysville Worcester Ins Co 000000 INSURED INSURERB: Safety Insurance Company 000000 C J BESSCO INSURER C:Torus National Insurance Company 000000 P O Box 658 INSURER D: Hartford Underwriters Ins Co 000000 INSURER E: Sandwich MA 02563 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED.HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I AUDEUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SR WVD POLICY NUMBER MM/DD MM/DD LIMITS - GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO REN PREMISES Ea occurrence $ 100,000 CLAIMS MADE I OCCUR MED EXP(Any one person) $ 55,000 A N N SPP00000092731J 03/14/2015 03/14/2016 -PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMrr $ 1,000,U00 Ea accident ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS X AUTOS N N 5054614 12/28/2014 12/28/2015 BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS�ED PROPERTY DAMAGE $ Per accident Medical Payments $ 5,000 UMBRELLA LNB HOCCUR EACH OCCURRENCE $ 2,000,000 C EXCESS LIAB CLAIMS MADE N N 8363-CL-500 02/05/2015 02/05/2016 AGGREGATE s 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU OTH AND EMPLOYERS'LIABILITY Y/N Y E D OFFICER/MEM EANY R FXCLUDERD?ECUTIVE ❑ N/A N 6S60U6-2E11041-9-14 03/22/2015 03l22/2016 E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) If E-L.DISEASE ENEMPLOYEE $ 500,000 yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE .THEREOF, NOTICE WILL BE DELIVERED IN Cotuit Bay Design ACCORDANCE WITH THE POLICY PROVISIONS. -� 43 Brewster Road AUTHORIZED REPRESENTATIVE Mashpee MA 02649 ACORD 25(2010105) ©1988 2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD 1 ` DATE(MMIDDM(Y11) QCO CERTIFICATE OF LIABILITY INSURANCE 08/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS URTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES .OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED _PRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. ff SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME' $alah Mark Sylvia Insurance Agency,LLC PHONE 508 957-2125 Farc N0:508 957-2781 -r 404 Main Street o'IESS mark marks iviainsurance.com Centerville.MA 02632 INSURE S AFFORDING COVERAGE NAIC q INSURERA:Farm Family Casualty Insurance INSURED INSURER B Douglas A.Brown,Inc. INSURER C PO Box 145 INSURER D: Centerville,MA 02632 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT-THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICHTHIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TRR TYPE OF INSURANCE ADD SUB POLICY EFF POLICY ExP LIMITS RANCE POLICY NUMBER (MMfDDAfYM MM1D0 A X COMMERCIAL GENERAL LIABILITY 2001 L6464 r 11/4/2014 11/4/2015 EACH OCCURRENCE g 1,000,000 DAMAGE TO R 1 OO,OOO CLAIMS-MADE a OCCUR PREMISES Fe2 WRBItCe $ MED FXP one $ 5.000 PERSONAL&AOV INJURY $ 1,000,000 GEAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 NI X POLICY JECT LOC PRODUCTS-COMPIOP AGG $ 2.000,000 $ oTHEIi AUTOMOBILE LIABILITY E,MBO�D S INGiE LIMn $ BODILY INJURY(Perpemm) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per aoadent) $ AUTOS AUTOS PROPER3Y DAMAGE $ HIRED AUTOS AUTO wS NEO $ U>yiBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB I i CLAIMS-MADE AGGREGATE $ DED RETENTIONS A WORKERS COMPENSATION 2001 W6443 313/2015 313/2016 X sTAl ER AND EMPLOYERS'LIABILITY $ 1 OO,OOO ANY PROPRIETORIPARTNERIEXC-CUTiVE YIN El.EACH ACCIDENT OFFIC£RIMEMBER EXCLUDED? fN N/A E.L DISEASE-EA EMPLO $ 100,000 (Mandatory In NH) 500,000 R desaibe under E.L.DISFJwS£-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddRionai Remarks Schedule,maybe attached if mere space Is required) Insurance coverage is limited to the terms;conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived or extended the coverage provided by the policy provisions. Septic installation,Excavation,Landscaping Douglas A Brown is covered under the worker's Compensation policy. CERTIFICATE HOLDER CANCELLATION (508)539-9402 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cotu(t Bay Design LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Attn:Roger Brooks 43 Brewster Road South Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE 0 1988-2014 ACORD CORPORATION. All rights reserved,. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD f . orro CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) i _� 0811012016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER-04740-001 NAME CT Kelly Bolton Miller McCartin.dba Dowling&O'Neil Ins Agcy (A/iCC.No.Ext): APHON A/C.No.: 9731yannough Road EMAIL kbolton@doins.com Hyannis,MA 02601 ADDRESS: S DINGCOVERAGE NAIC INSURER A: A.I.M.Mutual Insurance Company 33758 INSURED INSURER B: Coleman Electric Inc INSURERC: 32 Fleetwood Path Marstons Mills, MA 02648 INSURER D ._ _......_.__._- INSURERE: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED yyB��YppPAID CLAIMSSE�.� ILTR TYPE OF INSURANCE INSR WVBD POLICY NUMBER MM/DD/YYY MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Ea accurtence CLAIMS-MADE 0 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ LICY ECT OC. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIREDAUTOS NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED RET7E1NTIIONN$ ��77 TT $ X"�4d� �I��i��ks�Cln$11gf4 — X TORY LIt�THTS"---EIH A AOI�IYIPRQP(3(ETOR/PARTNER/DCECUTIVEYN N/A AWC400-7032924-2015A 8/5/2015 8/612016 E.L.EACH ACCIDENT $ 600,000.00 (Mandatory In NH) DCCLUDED7 E.L.DISEASE-EA EMPLOYEE $ 600,000.00 DURCRIPTciON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) t IIFICATE HOLDER CANCELLATION Cotuit Bay Design 43 Brewster Rd SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Mashpee,MA 02649 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE AC o0 CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 08/06/2015 THIS CERTIFlCATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFlCATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED i REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NONE!CT Laurra J Murphy HART INSURANCE AGENCY,INC. PHONE 508 759 7326 x207 FAX 243 MAIN STREET N 'VC. /c No:508-759-7366 PO BOX 700 E-MAIL BUZZARDS BAY,MA 025320700 ADDRESS. INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED RJ Franey Mechanical Services Inc 56A Nicolettas Way INSURER a.. ARBELLA INDEMNITY INSURANCE COMPANY 10017 Mashpee,MA 02649 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER LT R TYPE OF INSURANCE POLICY NUMBER MM/DD� MMIDD EXP LIMITS A GENERAL LIABILITY 8500058602 03/22/2015 03/22/2016 EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ CLAIMS-MADE V OCCUR MED EXP(Any one person) $ 10,000 j PERSONAL&ADV INJURY $ 1,000,000 I .. GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PROT El- LOC B AUTOMOBILE LIABILITY 1020018502 04/06/2015 04/06/2016 COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ q UMBRELLALIAB OCCUR 4600062557 03/22/2015 03/22/2016 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ $ q WORKERS COMPENSATION 9122510315 03/22/2015 03/22/2016 we STATT- oTH- ANO EMPLOYERS' Y/N � ANY PROPRIETOR/PAARTNERRTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? El N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Operations as performed by Terms&Conditions in the policy CERTIFICATE HOLDER CANCELLATION e-mail: roger@cotuitbaydesign.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cotuit Bay Design LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 43 Brewster Road ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,Ma. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE °A 8/05/2015"'1- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS.,;- CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Laura J Murphy HART INSURANCE AGENCY,INC.243 MAIN STREET PHONE 508-759-7326 x207 A No:508-759-7366 PO BOX 700 E-MAIL° DRESS: R BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC If INSURERA. SAFETY INSURANCE COMPANY_ 39454 INSURED Richard Roomey Dry Wall,Inc.9 Chase Road INSURER s: TRAVELERS INDEMNITY CO OF AMERICA 25666 East Sandwich,MA 02537 INSURER C INSURER D: INSURER E: J INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- - INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY) (MMfDDIYYM LIMITS A GENERAL LIABILITY BMA0011492 01/10/2015 01/10/2016 EACH OCCURRENCE $ 1.000,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,000 CLAIMS-MADE ©OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ P,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT _ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ UMBRE EXCESS LAB OCCUR EACH OCCURRENCE $ EXCESS LU\B CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS COMPENSATION $ AND EMPLOYERT LIABILITY Y/N 6HUB66102356 07/10/2015 07/10/2016 WCSLATU- OTH- FL ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? I N/A E.L EACH ACCIDENT $ 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION email: roger@cotuitbaydesign.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cotuit Bay Design LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 43 Brewster Road ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,Ma. AUTHORIZED REPRESENTATIVE ' @,1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Client#:22524 21HALLETfiSP ACORDT CERTIFICATE OF LIABILITY INSURANCE' DATE(MMIDDNWY) 8/06/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy((es)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil aCNr o Ft):508 775-1620 ac,No): 5087781218 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B:Union Insurance Company Spencer Hallett Plumbing&Heating,Inc 381 Old Falmouth Road,Unit 36 INSURERC: Marstons Mills,MA 02648 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TN-SR LTR TYPE OF INSURANCE AUULbUBR POLICY EFF MPIO DDY EXP LIMITS INSR WVD POLICY NUMBER A GENERAL LIABILITY BOA508469712 2/22/2015 02/22/201 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMA-PREAAGETES RENTED Ce $50,000 CLAIMS-MADE FX]OCCUR MED EXP(Any one person) $5 000 PERSONAL BADVINJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY jE� LOC $ AUTOMOBILE LIABILITY MAA508469812 2/22/2015 02/22/201 FO accident)SINGLE LIMIT 11000,000 ANY AUTO BODILY INJURY(Per person) .$ ALL OWNED SCHEDULED AUTOS X AUTOS BODILY INJURY accident)Per NON-OWNED (Per $ X HIRED AUTOS X AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESSlJA6 CLAIMS-MADE AGGREGATE $ DED I J RETENTION$ $ A WORKERS COMPENSATION WCA508470012 2/22/2015 02122/201 X WC STATU- oTH- AND EMPLOYERS•LIABILITY YIN T RY ER OFFICERO/ME OFFICER/MEMBER PEXC UDED?ECUTIVE� N I A E.L.EACH ACCIDENT $SOO OOO (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Spencer Hallett is excluded from the workers compensation policy. Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Cotuit Bay Design,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 43 Brewster Road ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S155611/M147570 CBD i A400REV CERTIFICATE OF DATE(MM/DD/YYYY) O LIABILITY INSURANCE 08/10/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Julie Franklin The Insurance Agency Of Cape Cod PHONE 508)888-2766 FAX No): (508)833-0909 480 Route 6A (A/ MAIL o Ext: ( ADDRESS: Julie@insuranceofcapecod.com PO BOX 96O INSURER(S)AFFORDING COVERAGE NAIC# East Sandwich MA 02537 INSURERA:Arch Specialty Insurance 000000 INSURED INSURERB: Safety Insurance 000000 MATT YORK CONSTRUCTION INC INSURERC: Atlantic Charter 000000 Po BOX 826 INSURER D INSURER E: East Sandwich MA 02537 ENSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.-LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL S R LTR TYPE OF INSURANCE INS WVD POLICY NUMBER MMIDDYIYYYY MM/DD EXP YYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE PREMISES R occurrence $ 100,000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 10,000 A N N AGL004991-01 10/6/2014' 10/6/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ 1: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ 100,000 B X ALL OWNED SCHEDULED AUTOS AUTOS N N 6216083 12/30/2014 12/30/2015 BODILY INJURY(Per accident) $ 300,000 X HIRED AUTOS NON OWNED PROPERTY DAMAGE AUTOS $ 100,000 Peracddent Un/Underinsured $ 100K/300K UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU OTH AND EMPLOYERS'UABIUTY YIN X TO 1 S ANY PROPRIEfORIPARTNER/EXECUTIVE EL EACH ACCIDENT $ 1 OO,000 ER C OFFICER/MEMBER EXCLUDED? El I A N WCV00999802 2/22/2015 2/22/2016 (Mandatory In NH) E.L.DISEASE EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ 500,000 : J_ L_ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Cotuit Bay Design ACCORDANCE WITH THE POLICY PROVISIONS. 43 Brewster Road AUTHORIZED_REPRESENTATIVE Mashpee MA 02649 ACORD 25(2010/05) ©1988 2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD t February 16,2016 Mr.Tom Perry .' . ' Building Commissioner Town Of Barnstable 200 Main Street Hyannis, MA 02632 Re: Zoning By-Law 240-95 Hi Tom: Thank again-for your consideration onrthe84-Coo Lane permit i_ssue_s°during the meeting withSteve ' �Co`ok on changes to the'plans for this property. As I mentioned in our meeting, the enclosed memo I drafted was mailed originally to the Zoning board but should have been directed to your office instead.Thanks for correcting me on that issue. Therefore, I have redirected the memo to you in order that,you may find some quality talking points in the document that go directly to the heart of the discussion on the captioned by-law, which for all intents and purposes should be removed. Anyway, hope the memo's contents leads to a more reasonable resolve to the application of such a by- law for Nonconforming properties in the Town. Very Truly yours, Phil Bateman t w .k BATEMAN LAW OF�FjN�IMTABLE Counselor at Law " 16 Long Pond QT. jcle,.p. 5 , Centerville,Massachusetts 02632 `� � ' y. PhilipC. Bateman,Esquire Telephone: (508)771-4980 Email:pbateman8@comcast.net � 1VIF,ON m acsiihile: (508)771-4980 Mobile: (239)898-0224 February 12, 2016 Town of Barnstable Zoning Board of Appeals 200 Main Street Hyannis,MA 02601 Re: Request to Amend Town of Barnstable Zoning By-Law, Chapter 240,Article VIIL Nonconformities. On behalf of a distressed client, this office submits this request to the Town of Barnstable Zoning Board to amend or even remove Chapter 240, Section 95(A-B) (1-4). "Reestablishment of damaged or destroyed nonconforming use, building or structure" of the Town of Barnstable Zoning By- Laws. Reasons for this request are multiple. The By-Law as written is not only unjust, unfair, punitive in nature, raises hardship issues, is overly burdensome, but is in full conflict with pre-existing Chapter 240 By-Laws under 240-91, Section H (a-c)(1-3) & 240-92 (A-B) (1-2). Additionally, Chapter 240-90 (INTENT) does not at all coincide with the spirit or intent as promulgated by the content in Chapter 240-95(A-B) (1-4): In further explanation, Chapter 240-95 strikes as being unconscionably unjust when a Barnstable homeowner of a nonconforming property accidentally catches fire through no fault of the owner or is hit by lighting (acts of nature or catastrophe) and bums to the ground forcing compliance with Chapter 240-95 regulations when rebuilding the dwelling. Compare this situation to other similar Barnstable homeowners who can freely choose to expand, demolish & expand the footprint, rebuild or newly ' build with a conditionally expanded footprint on a nonconforming lot provided for under Chapters 240- 91 &92. The burden placed upon the property owner whose dwelling is slightly damaged by fire would require the homeowner to repair the damage, . pull a demolition permit then remove the structure in order to expand the dwellings' original footprint. In addition the same property owner is given a two year period to pull a building permit while other previously referenced homeowners have three years to pull such a permit prior to expiration. What is,difficult to comprehend is why the Zoning Board would impose such restrictive regulations upon the unfortunate homeowner who is already aggrieved by the loss of their home & possessions, then require them to comply with a set of regulations that do not apply to other such Barnstable homeowners who have the complete freedom of choice.! e Page Two This By-Law not only doubles down the hardship facing this particular homeowner planning to rebuild a slightly larger home to accommodate changes to his family living, but appears punitive in nature. It is punitive due to the fact that my client was considering expanding his dwelling by enlarging the dwellings foot print, but the unforeseen fire or catastrophe occurred prematurely forcing compliance with this biased regulation. Furthermore, my client questions why there needs to be a By-Law regulation at all for fire or acts of nature damage? For instance, what if a large motor vehicle runs into a nonconforming dwelling and makes the house uninhabitable? This is neither a fire, an act of nature nor a catastrophe. It would appear that separate By-Laws would also be required to address this issue too in view of the Board's logic on"damage by fire"circumstances raised above. Chapter 240-95 also has a chilling effect on real estate transfers. As a realistic example: a Buyer and Seller enter into a Purchase & Sales Agreement on a nonconforming dwelling and lot with the Buyers specific intent to either expand or demolish the structure pursuant to 240-91 or 240-92, but a fire or act of nature destroys the structure either.within the P & S period or immediately after deed transfer. The Seller loses the transaction in the first instance and the now new owner experiences a regrettable hardship under 240-95. Secondarily,the property also loses market value..Instead of staying under 240- 91 or 92 it is forced under the more restrictive regulation, 240-95. Other reasons to amend or rescind this regulation are too numerous to continue the discussion. Lastly, the inclusion of Chapter 240-95 would not be necessary as some of its provisions could more suitably be incorporated into Chapters 240-91 & 92 thereby providing all nonconforming property owners with the same As-Of-Right remedies and not discriminate against the property owner whose home is destroyed only by fire, act of nature or a catastrophe. Therefore, please accept this memorandum as my clients and other potential Barnstable homeowners request to amend or delete Zoning By-Law Chapter 240-95 at the Board's earliest possible opportunity. An expeditious processing of this request would pre-empt other unfortunate Barnstable property owners from incurring the same fate from this inappropriate zoning regulation. Respectfully, Philip C. Bateman, Esquire PCB/pb f J! BUILDING, PT,— rtm na iona,ig-, 0 ®C�26 2016 1� � • e. ,l t�x '!.�� 1 t1; 1t. ..�.:S► TOWN OFBARNSTABLF RH Home Energy, Action,P'6n. ,, , Prepared For: Clierit Number" "Prepared By: Justin Georges Philip C Bateman 224178 RISE Engineering .4;4' 84 Loomis Lane 1�; ; lr, r.j l;, ,,T �-. ,,,5 pupont,Ave.South Yarmouth,MA 02664{ t, Centerville,MA 02632 508-568-1926 jgeorges4nseengineering.com This Action Plan was developed for you by National Grid under theMassSave Program. The program is designed to increase comfort while reducing'energy`usage and bills.'For more'information about'the`IvI'assSave program,'pleitk visit' www.masssave.com or call us at. i Your Energy Specialist has evaluated your home for opportunities to make it more comfortable,efficient,durable,healthful;and affordable. Our recommendations have been tailored specifically to your home,based;when possibles'ou'your actual energy consumption from your utility.bills. Each recommended measure is presented with a description,-its cost,and an estimate of the savings that could be realized. National Grid urges you to take action on these'recommendations;"ar'id'start living more efficiently and comfortably today.`° f Low Cost Ways To Help You Save r.,.I00< Your energy specialist has noted energy saving practicesryou can undertake ataittle or no cost. eat, ark .;_'`r -' *,BULKHEAD-DOOR OPENING:Install an insulated,weather-stripped door at the base of your home's-bulkhead �- to reduce heat loss and the significant amount of summertime moisture that.infiltrates'ir•tto:your basement`.+I t P • REFRIGERATOR BRUSH:Use a-brush and vacuum to keep the coils of your refrigerator dust free to reduce electrical consumption. ,*•:• o4,fa t=«:f:t • SMARTER POWER STRIPS:'Consider using a-"Smart Strip"power`strip'&surge protector`for your' electronics.It allows-you to switch your devices on and off automatically,saving you money.-Simply plug your w. TV into the main outlet of a"Smart Strip"and the DVD player,game system,etc.into any of the.otrher=outlets. When you shut off your TV,all of the other electronic devices will also shut off. Turn on the TV,all the devices power on. �.. •{.,., ,z:'r l ::,1 :tY. l;c' :"U.,i. N . . . . iwt!,s S7. s.•' jo•. ! J { fit. {,e Health and•Safety Issues INDOOR AIR QUALITY i.. :r Upon reviewing the data from all the diagnostic tests we conducted at your home,it was discovered thafthi 't AL ' amount of.natural ventilation(fresh-air.movement).in younhome is not sufficient enough to:withstand the •»..- �- � �, additional tightening up from the weatherization work we are recommending.When a home is under-ventilated; it impacts the safety of the indoor air quality by increasing the exposure to indoor air contaminarits.`Additionally 1; t under-ventilation contributes to higher moisture levels which impact your home's long-term durability. L ,(.",� .: , .ti. , •i.it .. . '.."v P To achieve the energy,savings we have outlined,in this Action Plan,-your home would require a controlled ,,ventilation source able;to provide a continuous exhaust.of(46).cfm(cubic feet per minute)to•help remove the,,,,.,,,, ,. ,pollutants-and increase the naturalwentilation of fresh airs- .r sart 'i Aj c y"�..t a',. F!E,tl ..�.:? f. ,t k}Na #.'. a ^,`; ti sf... t.. ic➢. 3' �!`, sft`t_ .r A licensed electrician or HVAC contractor will need to install the fan,and must be in place before the insulation canbe:scheduleda:.t,,,, is 1 d..'1 i. ,. er .:.{.-? �` 't:. it.• 0(1 t A1. The Gas Networks has a$500 rebate towards the installation of an HRV(heat recovery ventilator)or an ERV (energy recovery ventilator): . 1 0/25/20}6 1 Improving the Building Envelope ; SLOPES' .. .•.. " ` {' ,.. Your attic slopes are currently insulated with Fiberglass to achiev'e an effective heat resistance value of R-0.�No more is required. I. ATTIC HATCH " The attic access hatch is well sealed and insulated.No further action is necessary. ATTIC VENTILATION ;,i:�. ; . x t;, ' �r•r {, , .v, r The venting`for your attic isJadequate and meets or exceeds building code requirements. WALL INSULATION , ! • 1.3+f . ' `. •'. , : � r� k' L) �r Your exterior walls are insulatedmith R-30 Fiberglass Batt.,Additional insulation,would not be cost-effective - ,.. FLOOR •< ,.. •>a`,t'.. , '', 'fi.J .nt. ta,. aa�f , ..aJ .,cir• �•).^ „r! ••<J 1� .J'l.ti.. t ...'r ... ... .. Your'basement is currently adequately.insulated. No recommendation is warranted., ., :, WINDOWS Your windows are in good condition and no major recommendations are warranted.• •• #,., ,,�, •.:,a ,: ;rt r> i" ;'. DOORS ., Your existing doors are in good condition.,No'recommendation is warranted. 0 Improving the Mechanical Systems_-in your-Home = cf:r<.s J. .-' ►., J:•i:. s'E. ,'{,.ie. , '�.+. '.1crr °.f' . ^i f.. .. , .i<:. ,...+1 , .. •> 't g,. . ., f..rs ..# HEATING SYSTEM Your existing heating system is running effectively at this time.:.No recommendation is.required. , WATER HEATING Replace your existing water heating system with an on demand unit. On demand systems heat water only as you , • are using it. There is no storage tank.-Look for a unit that has an Energy Factor of 0.94 or greater and features -_ -- electronic ignition. ;' la- i •"' ': Estimated cost:$2,500.00 Rebate Eligible: $800.00* Net Cost:$1,700.00 Save$150-$250/yr *Gas Networks Rebate . ._.'� _, is .,.� • , 'u_. -, . „ ,.,as:. r . , ;t,,� . .. J t . �, •,,�; Special Offers and Your Next Step" afr .f•ai fit' ran _.R e., - .. .+ �.. r a .;tjJ r. J _t..[ t.•i..'1 . s�r • • 'tF " � .e ^f4 Now that you have an Action Plan for the weatherization of your home,National Grid can help you take the next step. Some of your recommended measures might be eligible for an Energy-Efficiency Incentive from National Grid and if so;they are noted within the report..Use aNtional Grid approved contractor to install any or all of the recommended weatherization measures and you could receive a rebate of 75%of the purchase cost,up to a maximum incentive of$2,000."(Note:Attic-ventilation measures are only eligible for an incentive if attic insulation is installed or if air sealing is performed.) • i.,•`,r. ., t•',y' `y,!'+ _a r+ -.' :r j»•. , ,,i,. : ''.+'%r Ti. •[fl ., .. ". . .. a:..' _.;: r >. -t . .'. �. ,:• J','.', t, .. c. You have the option to contract directly with any of the independent installation contractors that appear on the list provided with this Action Plan.Or,you may signa contract with our Energy Specialist and we will assign our work to one of these qualified ,Y Y Y gY P i�Y contractors. Your Next Steps(If you choose to contract through RISE Engineering): • Fix any health&safety concerns or barriers that would prevent the work from going forward,listed in your Action<Plan. `, 10/25/2016 r • Sign your contract for the work you want completed. • Sign the Owner Authorization form.Your municipality requires the.contractor to get a building permit. • If this is a rental property,attach a copy of your lease agreement. • Send the paperwork back to RISE Engineering via email,fax,or mail. Once RISE Engineering receives your paperwork we will: • Contact you to schedule a convenient date and time to have the work completed. • The work will be scheduled within 2-3 weeks from our contacting you. • Once the work is completed,you might be contacted by RISE Engineering for a final review of the work. • You may also be contacted by Competitive Resources Inc.,an outside quality assurance contractor hired by National Grid,to conduct a review of your weatherization process: Now that we have identified the ways that you can save energy,reduce expenses,and increase your comfort,take the time in the next week to review this action plan. If you need assistance in this process,please call our office at 508-568-1926 or,contact your Energy Specialist-listed at the top of this Action Plan. With National Grid,your home can become more comfortable while saving you energy. Your Energy Efficiency Team, RISE Engineering 5 Dupont Ave South Yarmouth,MA 02664 508-568-1926 508-568-1933 fax nationalgridinfo@RISEengineering.com Bateman 224178(no Kithen fan). Reset Pdnt RC-a ASHRAE 62.2-2016 Ventilation New or existing construction Existing v Dwelling unit is Detached v Use infiltration credit Yes v Closest weather station United States v Massachusetts v� Bamstable Muni Boa v Weather and shielding factor[1/hr] = 0.6 Floor area 12400 Number of occupants 2 v Dwelling height [fl v]118 —� Measured leakage @ 5011a [CFM v) 1429 ❑ Use Advanced Blower Door Inputs 0 Use Local Ventilation Alternative Compliance Kitchen included ® # Baths included 2 v Fan Flow [CFM- v) ' Openable Deficit Window [CFM v j Kitchen110 80 IFBat 1hl —56 � W1 1170 Bath#2 47 0 Total deficit CFM v] =80 Dwelling-Unit Ventilation Results Effective annual avg infiltration rate. [CFM v = 61 Total required ventilation rate,Qwt [CFM v] =87 Alternative compliance supplement [CFM v 20 Infiltration credit,Qi„f [CFM v = 61 Required mechanical ventilation rate,Qr,n [CFM v] =46- Dwelling-UnitVentilation Run-Time Solver Fan capacity Fan run-time per hour [mtn v J 27 Dwelling-Unit Leakage Rate Solver Target mechanical ventilation rate [CFM v 0 Corresponding measured leakage @ 50Pa [CFM v) = 2490 Version 20I6-07-06 0;!30 0 2016 Residential Energy Dynamics,UC Bateman W/Kitchen fan ^� Reset Pdnt (� RE ASHRAE 62.2-2016 Ventilation New or existing construction Existing v Dwelling unit is Detached v Use infiltration credit Yes v Closest weather station I United States v Massachusetts- YJ Barnstable Muni Boa v1 Weather and shielding factor[1/hr] =0.6 Floor area [R2 2400 Number of occupants 2 v Dwelling height [tt v]]118 Measured leakage @ 50Pa [CFM v 1429 ❑ Use Advanced Blower Door Inputs 2 Use Local Ventilation Alternative Compliance Kitchen included © # Baths included 2 Fan Flow {CFM v Openable Deficit Window [CFM v] Kitchen 120 F 0 Bath #1 56 0 FBath #2 47 0 Total deficit CFM' v] = 0 Dwelling-Unit Ventilation Results Effective annual avg infiltration rate [CFM v = 61 Total required ventilation rate,Qb�t [CFM v] = 87 Alternative compliance supplement [CFM v = 0 Infiltration credit, Q;,,f [CFM v = 61 Required mechanical ventilation rate,Qf�a„ [CFM v] =26 Dwelling-Unit Ventilation Run-Time Solver Fan capacity [CFM v 100 j� Fan run-time per hour Dwelling-Unit Leakage Rate Solver Target mechanical ventilation rate CFM v Corresponding measured leakage @ 50Pa [CFM v] =2030 Version 2016-07-06 01:30 C 2016 Residential Energy Dynarnim,LLC r ' Site Visit Receipt Client#; 224178 . ■ O Name: Bateman,Philip C ��O��) Auditor: Justin Georges(JOG) grod Technician: Dean Hosford(DHO)Truck#00029 Electric Acct#: 2953827001 Qty Description Measure Cost(each) Total 13 LED 10.5W Slim Fit 1100.1571 LED1571 $11.49 $149.37 1 SMART STRIP-10 OUTLET SMARTST , $20.84 $20.84 Total Cost: $0 I authorized and verified the installation of the above listed materials in my home. Customer Signature Date Tuesday,October 25,2016 09:47:39 Boise Wood Products } Engineered Wood Products 3465 Lawrenceville-Suwanee Road, Suite A Suwanee,Georgia 30024-2410 BOIS@ CaSCaCI@ 770-614-4010 770-614-4015 fax Description: Joist J01 1-800-524-7209 toll free Loading: See attached BC Cale Design Report Address:: 84 Loomis Lane City, St: Centerville, MA J Retailer:`Shepley Wood Products Distributor: Warren Trask Date: 8/22/16 Top View Notch in top flange, opposite side of joist 2'-011 A �--► O O O O O O O O O. O O 0 O O I O O Section A-A 2x6 SPF#2 or better, 4'-0 long, on side opposite notch. Install flush to inside A y face of rim board and flush to bottom of top flange. Attach with 2 rows 10d nails @ 4" o.c., staggered, clinched. Use structural adhesive at all contact surfaces. Note: 8d nail = 0.113" x 2 %" min 10d nail = 0.128"x 3" min Not to Scale 16d nail = 0.135"x 3 Y2" min This certification is for Boise Cascade individual building components only and not for the building system as a whole.The component design attached to this report was provided by others.The building designer of record is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the component.Verification of framing methods,bracing design, support conditions,connections,etc.is the responsibility of the building designer of record. r g Boise Cascade® Single 14" AJSO 25 JoiSAJ01 Dry 1 span I No cantilevers 1 0/12 slope August 18,2016 15:15:03 BC CALCO Design Report 16 OCS I Non-Repetitive I Glued&nailed construction Build 4516 File Name: BC CALC Project Job Name: Description: Designs1J01 Address: Specifier: jlm City, State,Zip:, Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: 80_ 22-06.12 131 Total Horizontal Product Length=22-06-12 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 602/0 402/0 394/0 B 1,3-1/2" 602/0 179/0 45/0 Live Dead Snow Wind Roof Live ocS Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 22-06-12 40 10 16, 2 Conc. Pt. (Ibs) L 02-06-00 02-06-00 220 439 n/a 3 Conc. Pt. (Ibs) L 02-06-00 - 02-06-00 60 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 4,395 ft-Ibs 52.5% 100% 1 10-11-02 End Reaction 1,003 Ibs 80.3% 100% 1 00700-00 End Shear 1,133 Ibs 55% 115% 5 00-03-08 Hole#3 Shear 391 Ibs 31.5% 100% •2 15-11-12 Total Load Defl. U557(0.476") 43.1% n/a 1 11-01-10 Live Load Defl. U760(0.349") 63.1% n/a 8 11-04-02 Max Defl. 0.476" 47.6% n/a 1 11-01'10 Span/Depth 18.9 n/a n/a 0, 00-00-00 Hole Location Valid Hole Summary Center Elevation Ref. Width Height Shape Orlentation Prescriptive(1) 04-09-00 9.5" R 1" Circular Horizontal Prescriptive(2) 05-00-00 .10.5" R 1" Circular Horizontal H03 06-07-00 10" R 3" Circular Horizontal %Allow %Allow Bearing Supports Dim.(L X W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 1,003 Ibs n/a 80.3% Unspecified B1 Wall/Plate 3-1/2"x 3-1/2" 781 Ibs n/a 62.5% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less,than 1/8"were ignored in the results. 1 " Page 1 of 2 J +- I®Boise cascade Single 14" AJS®25 Joist\J01 Dry 1 span I No cantilevers 10/12 slope August 18,2016 15:15:03 BC CALC®Design Report 16 OCS Non-Repetitive Glued&nailed construction Build 4516 File Name: BC CALC Project Job Name: Description: Designs1J01 Address: Specifier: jlm City, State,Zip: , Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1144 Misc: Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. l Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARIDTM,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 1h 4 Commaawealth of:Massachusetts___ Sheet Metal Permit Map Parcel o Date: JUC Estimated Job-Cost:3 Q® TQ 0 ?Oermit Fee: $ WIN OFBAPAI �Plans Submitted: YES .NO Plans`R6,vOt : YES t NO Business License# Applicant License# Business Infonnation: Property Owner/: ob.,Location.Infor-ination:a Name Street: n n ►('�`tl'� Street L e > City/To#=t �V- Cityaown: (!RA jl('r� Telephone: ��-1® ��9s � Telephone: Photo I Copy of Photo.I.D. attached: YES•- NO a trictb d• dweIlia -stories or less and commercial to 10;000 sq.ft /.2-stories or less J-2/N1-2 restncte to . , uP - � i Residential: 1 2 family- Multi-family Condo/Townhouses Other I�I Commercial: Office Retail Industrial Educational Fare Dept.Approval Instit itional_ Other Square Footage: under 10,000.-sq.ft Z'Over,1-0,000 sq.fL Number of Stories: i Sheet metal orkto a completed:- New Work: Renovation. HVAC , Metal Watershed Roofing. Kitchen Exhaust System metal.Chimney/Vents Air-Balancing Provide detailed description of work to be done: . �►�Ya- ram---� ` .INSURANCE COVERAGE: 1 have a current jjobilitv,Insurance poficy or ifs"eguivalertf wtuch meets•the requirements of M G:L Ch,i 12 Yes 0,No ❑ if you have checked ,:indicate the type-of coverage.by checking the appropriate box.below: I ' i A liability insurance policy tither type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVEP.1 am aware-that the licensee does-not have the insurance coverage required by Chapter 112 of the Nlassachus General Laws,and that my zignaturs on"this-permit appiic�ation: afves th.is requirement Check O ty -Owner. Agent ❑ 1 gnatum of Owner or-Own"e -s Agent i, • j ; f By checking this,boz[f;1 hereby certify that all of the details and Informadon-I have submitted(or enter regarding this application are true.drnd ' accurate to the best of my knowledge and'•that'all sheet nistal work and instailations,perfonned under the permit issued•forthis..application will be In compliance with all pertinent provision of the Massachusetts'Building Code and Chapter 112 of the General l..aws: I Duct Inspection required prior ta-insulatiori installation:YES - . N(� Prod .essluspeed6us Date Comments ----------- FinalInstiection ' Date Comments Type o-Ucense: 3Y ❑ Master r& ❑Master-Restricted ,ItylTown , [3Joumeypeison., Signature of Licensee E]Journeyperson-Restricted Vicense.Nurribor _— =ee Ghecklat www.mass,trivlciol nspector Signature of Permit Approval' f Parcel Detail Page 2 of 6 Area Click for Building Detail 459$ 1 • Permit History Issue Date Purpose Permit# Amount Insp Date Comments 4/11/2016 Foundation Only 2015-06573 $368,500 6/17/2016 CONSTRUCTION OF NEW HOUSE 3 FAMILY12:00:00 AM BEDROOMS WITH ATTACHED GARAGE change of contractor to Phil Bateman 5/23116 11/2/2015 Dwelling 201506573 $368.500 6/17/2016 CONSTRUCTION OF NEW HOUSE 3 FAMILY 12:00:00 AM BEDROOMS WITH ATTACHED GARAGE 6/27/2014 Demolish 201404057 $5,000 9/1(1/2014 DE FIRE DMGD DW 12:00:00 AM Visit Histo...... __. __. ......... - -- --.... ._.- Date Who Purpose 6/22/2016 12:00:00 AM Susan Ricci CALL BACK 12/9/2014 12:00:00 AM Mike White Bldg Permit Completed 2/7/2014 12:00:00 AM Jeff Rudziak Abatement Review 12/19/2013 12:00:00 AM Mike White Bldg Permit Completed 1/21/2010 12:00:00 AM Paul Talbot Cyclical Inspection 1 2/13/2000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access Sales History _.. ----- - - ..-. _........... _...__.... _....... Line Sale Date Owner BookJPage Sale Price 1 3/7/2007 MILLER,NATHAN 21831/82 $0 2 6/7/1973 MILLER,NATHAN&LILLIAN B 1874/184 $0 3 2/29/2016 BATEMAN,PHILIP C TR 29480/329 $156,000 I Assessment History - Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2016 $0 $0 $0 $213,200 $213,200 2 2015 $1,500 $300 $0 $204,300 $206,100 3 2014 $112,800 $40,100 $0 $204,300 $357,200 4 2013 $112,800 $40,100 $0 $214,900 $367.800 5 2012 $104,700 $38.900 $0 $210.400 $354,000 6 2011'• $140,900 $3,000 $0 $210,400 $354,300 7 2010 $140.900 $3,000 $0 $203,600 $347.500 8 2009 $144.900 $2.400 $0 $222,200 $369,500 9 2008 $146,500 $2,400 $0 $289,500 $438.400 11 2007 $145,700 $2.400 $0 $193,000 $341,100 12 2006 $121,400 $2,400 $0 $208,200 $332.000 13 2005 $108,300 $2,300 $0 $188,700 $299,300 14 2004 $90.000 $2,300 $0 $188,700 $281,000 http://issgl2/intranet/propdata/ParcelDetail'.aspx?ID=16401 7/5/2016 Camm scwedA of-Mnsaduneft 0 WasfihxpbnS-eat z ffw,4 eon,HA 92 wFrw.rr�gr��c Avp . '4�ar�ers'�p��€�Ins «��t-$•�� -a��ri� mbers I Infm7p%2itjcm. Please Frbmf E (0 fir f-- 0001 Phom;g- -9 00 =apIoyer?axeck i riots btu of gr° I am a emplayvr v2 ( 4_ ❑I ago[ a1 c an d I 6- ❑New �Sayees{€'uli andfargazt-#ime3* •harel�ises�t�re�S . I❑ I am a sole prapxietw o'r partner- listed an the atached sbset I dehng ship and have no moployes Themmib-om&mctars have g- ❑Demal f, wing fnFme in my capat�g �Pfn�andhave wo�ris' g_ ❑Hag addifim [NO '0=3P-k=MAC £ate- 1 1 5_❑ [fie ace a�mafianandifs If}�Stec tzicalrepaia.ar addifioas 3_❑ I am a hamryer doinga1i�aark offiru� trcised ILO mpg or .ans... „yserf INC)wadmEe mmp- ofe=Aweravev: � �1�..,§I('4},aadveebase� 13..Q Qtther - camp-k===ragairtj "'�aymgfii�$�chedsbmc#I�xmstalsa�o�t�sectinnheTm�s��RH��c�� pr�F '� . #�amevarnss ros�}mnt�3as�3xv� dL%y are d0b3gs Al va&sad$=}memi-de inCE-E ,s -C Cmcs cfsrr7ct isbmcmastst�rh asar��;fi+*gisLeeYshtrcr�gtZseaweof�e �mdsb crheit�C i sB 4ifies7ane lam are sr�gb fhcrt�sgrir►�Sg tr�rkers'coz�srrsaliart insrtrrutce�'ar m}��vpees �ePat�is fete ga�c}*and fob Gila �,firxtsfiu� Tns��[<ompa�*Nasae: �o o — Ik- lah site '� Lam' L citylsfa LAkLe . Bch a copy cif the vmrkers'compe =tiara parxcy dectzrstim page(hovdag f heF6 Y der avd CTkad$aa axte). FasZnre tz�secure:cov�ge as nmrier Sedmn?Sly o€�C'ii.c I52 rga Irad to il�impasi�n.of gal pies of a . fi=up to$LSDD.OD anNor mm-yearimpdsommm�as veU as&A peaaffies is the fnmt of it STOP WORK ORDER-and a fins nfup to'$250-00 a day agminst file viabdcr- Be advised that a copy of this sbtmnent raagbe f xwmide3 to tlroe€ T=of Inresfig$f s of fac D)IA€or r, coverage veiffcafic n_ I h tics psanviesqfpCdktF;ffiamairdor+adfimprat6wahaveahu&an&correct, Phone# v l trse anFy. EIa nat tprite in 6ds are.;to big campLeted by cdy at t'a=qfflo&L City or Townes nd#th�e Ong Aafhasitg(drde one),- . L BacaI'd.Of$ems. $zffdhmg Department i ater,amm Qerk 4-Elednaal Empector Jr. TkzCtOr 6.QthmC COEDbtCt Berg= MOM fh 1 luformation anal tastructions . h1li chusetts CT=imal Laws chapter 152 regnnrs all employers to provide workers'compensation for their employees. Puursuantto this sue, an erployee is defined as"every person is the service of another under any contact ofhire, express or implied, oral orwt Ib=" An mnplvyer is defined as"an individual,partnership,association,corporation or other legal eatify,or any two or more of the foregoing engaged i a a joint enterprise,and mrTudiag the legal representatives of a deceased employer;or the receiver or trustee of an mdiviffi34 pattu3=h43 association or other legal entity,employing employees. However the owner of a dwelling house having not more than than apartments and who resides therein,or the occupant of the . dwelling house of another who employs pesons to do mafi3teoa am,construction or repair work on such dwelling house or on the grounds or buildng app ant therein shall not because of such employment be deemed to bean employer." MOL chapter 152, §25C(6)also sbutts that'every state or Iocal Iic agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buu�diags in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insutrauice coverage required.' Additionally,MGL chapter 152, §25CM states"Neifher the commonwealth nor any of its political subdivisions shall =titer into any contract for the performance ofpublic work until acceptable evi.deice of compliapce with the;nRn-ance' requirements of this chapter have been presented to the contracting anfb.orityf Applicants. Please 11I1 out the workers'compensation affidavit completely,by checking the boxes that apply to'your situation and,if necessary,supply sub-contractor(s)name(s),addresses)andphcme numbers)along with then ceutincate(s)of insurance. Limited Liability Companies(I.LC)or Limited Liability Partnerships(LL.P)with no employees other than the' members or partners,are not required to carry workers'compensation in uzznce_ 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 insarance coverage. Also be sure to sign and date the affidavit The affidavit should be reinmed 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 regmTag the law or if you are required to obtain a workers' compensation policy,please call me Department at the member listed below. Selz f shred companies should enter their self-Tns=an elirxusenumberontheappropriateline. City or Town Officials Please be sure that the affidavit is complete and prhted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office ofIuvestigations has to contact you regarding the applicant Please be sure to fill in the pemuitllicesn.se number which will be used as a rererence number. In addition,an applicant that must submit multiple pemuit/license appIizatinns is amp given year,need only submit one affidavit indicate cu rant policy infam at;on(ifnecessary)and under"Job Site Address'the applicant should write"all locations in (city or town)."A copy of the affidavit Ihathas been officially stamped or rnaikedby the city or tnwn may be provided to the applicant as proof.that.a valid affidavit is on fac fur futrnepmmits or licenses- A new affidavit must be filled oirt each year_Where a lion=owner or citizen is obtaining a license or pemrt not related to any business or commercial venture CLe,a dog license or permit to bum leaves etc.)said person is NOT requited to complete this affidavit The Office,of Investigations would hike to think you is advance for your cooperation and shouldyou have any 'questions, please do not hesitate to give ns a call The Department's address,telephone and fax number: Fhe Commonwealth of M=aChvse#ts De-gazfine t Gf.Indimftial Aocidmts - Wce of jmveft-atFo-Tvi 6M-WaAkaun I�QADJO�-MA,02111 Revised 4-24-07 Fax 0 6I7-727-7-749 wma=gavldia Please visit our web site at http://www.mass.gov/dpl/boards/SM JARED N FORSBERG 350 E MAIN ST (SM) FALL RIVER,MA 02724-3262 Fold,Then Detach Along All Perforations t ommoNWEALTH'OF MASSACHUSETTS • • • • • Rilt POA N ME SHEETAL WORKERS ISSUES T}1E FOLLOWING LICENSE<AS A ,' MASTER Uf�#RESTRIGTED� Ji0.RED N:FORSBERG �, k r •�' 350E MAIM ST x FALL VER,MA 027Z4-3,2fx2 JSS = A W RI g 14348 02I28./Z017 23885 '. . y 'RI r t 5 s " q T."Lg a , + c y S t z st rr a m Lna s i ^t' A �� rti � a J Fold,Then Detach Along All Perforations CONTROL# J565355. IMPORTANT If your license is lost,damaged or destroyed;is inaccurate;or needs to be corrected,visit our web site at mass.gov/dpi for instructions to ensure the proper mailing of your Renewal Application and any other correspondence. This license is subject to Massachusetts General Laws and regulations.Your license is a privilege,and cannot be lent or assigned to any person or entity under penalty of law.Keep this license on your person or posted as required,by law and/or regulations. Town of Barnstable Regulatory Services p U + Richard V.Scali,Director ► Building Division, Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 , www.town.barnstable.ma.us r Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder n as Owner of the subject property l P PAY hereby authorize L to"act on my behalf, in all matters relative to work authorize4 this building permit application for. (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 inspections are performed and accepted. Signature of Owner Signature of Applicant Prim Print Name Date - QTORMS:OWNERPERIMSIONPOOLS PROJECT'' � . I C PERMIT# ' b i �✓ . : PERMIT DATE:_ LARGE ROLLED PLANS ARE IN: SLOB . F S ro am on: tl. Data ent d ere In MAP p gr BY:: q/tivpfiles/foi�/arc v . n IC7 P L-- J 1 +I+ wrightsoft® Load Short Form I Date: May 09,2016 Entire House 1° By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 r For: Bateman Residence 84 Loomis Lane, Centerville, Ma Htg Clg Infiltration Outside db (OF) 13 82 Method Simplified Inside db(OF) 74 70 Construction quality Semi-tight Design TD (OF) 61 12 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 55 43 .o HEATING..EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling, 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1stfloor d 1180 20137 13117 810 810 2ndfloor d 1261 19597 11638 633 633 Entire House d 2441 39734 24754 1443 1443 Other equip loads 0 0 Equip. @ 0.87 RSM 21486 Latent cooling - 5804 TOTALS 2441 39734 27290 1443 1443 Calculations approved by ACCA to meet all requirements of Manual`J 8th Ed. wri htsoftY 2016-May-2414:49:37 9 Right-Suite®Universal 8.0.24 RSU15588 Page 1 ACCX ...ft HVAC\fared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: Load Short Form Job: + wrightsoft® Date: May 09,2016 1st floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 ® 6 0 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Htg Clg Infiltration Outside db(OF) 13 82 Method Simplified . Inside db(OF) 74 70 Construction quality Semi-tight Design TD (OF) 61 12 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 55 43 now HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency 0 AFLIE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 810 cfm Actual air flow 810 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft.) (Btuh) (Btuh) (cfm) (cfm) master bedroom 233 5033 3214 202 198 bath/laundry 68 896 1259 36 78 dining room 189 3797 2764 153 171 kitchen/dining rm 351 3068 2561 123 158 mast/walkin 94 648 157, 26 10 master bath 159 3283 1626 132 100 entry/stairs 88 3412 1536 137 95 1stfloor d 1180 20137 13117 810 810 Other equip loads 0 0 Equip. @ 0.87 RSM 11385 Latent cooling 3107 TOTALS 1180 20137 14492 810 810 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 2016-May-24 14:age 2 g Right-SuiteC�Universal 8.0.24 RSU15588 Page 2 ,4= ...ft HVAC\fared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: _ fI i ® Load Short Form Job: Wrightsoft Date: May 09,2016 2nd floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 ® e e For: Bateman Residence 84 Loomis Lane, Centerville, Ma � ' • e e Htg Clg Infiltration Outside db(OF) 13 82 Method Simplified Inside db(OF) 74 70 Construction quality Semi-tight Design TD (OF) 61 12 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gri 55 43 HEATING EQUIPMENT COOLING EQUIPMENT Make Make - Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency 0 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 633 cfm Actual air flow 633 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) bedroom#3 360 6130 3084 198 168 gameroom 463 6041 3919 195 213 hall 52 552 219 18 12 bath 100 1497 842 48 46 bedroom#2 286 5377 3574 174 194 2nd floor d 1261 19597 11638 633 633 Other equip loads 0 0 Equip. @ 0.87 RSM 10101 Latent cooling 2696 TOTALS 1261 19597 12798 633 633 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft• 2016-Mai 14:49:37 ,r�+^r, 9 Right-Suite®Universal 8.0.24 RSU15588 Page 3 /CCK ...ft HVAC\fared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: wri htsoft® Loads for Multiple Orientations Job: g Date: May 09,2016 Entire House By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 420N Relative humidity(%). 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb (OF) 13 82 Infiltration: Daily range(OF) - 15, (L ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest. Sensible Load (Btuh) 19682 21641 22020 21471 19498 21379 21845 21486' Latent Load(Btuh) 5681 5806 5811 5806 5681 5804 5806 5804' Total Load (Btuh) 25362 27447 27830 27277 25178 27182 27651 27290; Heating AVF (cfm) 1338 1456 1491 1456 1332 1439 1468 1443: Cooling AVF(cfm) 1338 1456 1491 1456 1332 1439 1468 1443 Building Orientation Cooling Load 30000 -� 25000 cc J 20000 rn c � °om 15000 10000 0 I-- 5000 0 N NE E SE S SW W NW Direction Front Door.faces Current Orientation: Front Door faces Northwest Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + wri htsoft® 2016-May-24 14:age 1 ,V+/�,-r,� 9 Right-SuiteC�Universal 8.0.24 RSU15588 Page 1 /CCk ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: Loads for Multiple Orientations Job: +I+ wrightsoft® Date: May 09,2016 1st floor - By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 III IN For: Bateman Residence 84 Loomis Lane, Centerville, Ma 19 ' Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference.(gr/I b) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 (L ) Wet bulb(OF) - . , 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest. Sensible Load(Btuh) 10365 11509 11960 11564 10313 11355 11690 11385 Latent Load (Btuh) 3050 3110 3114 3110 3050 3107 3110 3107' Total Load (Btuh) 13415 14619 . 15074 14673 13363 14462 14800 ;; 14492 Heating AVF(cfm) 738 819 850 823 733 807 830 81.0 Cooling AVF(cfm) 738 819 850 823 733 807 830 810 Building Orientation Cooling Load 20000 0 15000 J , C � a y 10000 O ca U " � 5000 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces Northwest Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoftn 2016-May-2414:49:37 g Right-Suite@ Universal 8.0.24 RSU15588 Page 2 ACCX ...ft HVAC\jared forsberg 84 lookis lane centerville 05O92016.rup Calc=MJ8 Front Door faces: Loads for Multiple Orientations Job: +I+ wrightsoft® p Date: May 09,2016 2nd floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 � 0 • 0 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 42ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest; Sensible Load(Btuh) 9317 10132, 10194 10116 9296 10086 10155 101;09 Latent Load (Btuh) 2631 2696 2696 2696 2631 2696 2696 2696; Total Load (Btuh) 11948 12828. 12891 12813 11927 12782 12851 12798 Heating AVF(cfm) 600 : 637 641 634 598 631 638 633 Cooling AVF(cfm) 600 637 641 634 598 631 638 6337 Building Orientation Cooling Load 15000 0 -' 10000 o 0 00 U " ca 5000 0 0 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces Northwest Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft® 2016-May-2414:49:37 Q Right-Suite®Universal 8.0.24 RSU15588 Page 3 ACCK ...ft HVAC\fared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: f 9 ® Building A sis Job: wri htsoft g Anal Y Date: May 09,2016 Entire House By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(°F) .74 70 Elevation: 131 ft Design TD (°F) 61 12 Latitude: 420N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(°F) 13 82 Infiltration: Daily range°F) - 15 (L ) Method Simplified Wet bulb(° ) - 71 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ft2 Btuh %of load Walls 4.0 9562 24.1 Duds Glazing 28.8 7161 18.0 Walls Doors 17.7 371 0.9 Ceilings 4.4 7052 17.7 Floors 0 0 0 Infiltration 2.8 7635 19.2 Ducts 7953 20.0 hfiltr� Piping 0 0 Glazing ; Humidification 0 0 Ventilation 0 0 Otte, Ceilings Adjustments 0 Total 1 39734 100.0 ae • Component Btuh/ft2 Btuh %of load Walls 0.9 2289 9.2 Wells Internal Gains Glazing 26.3 6539 26.4 Doors 7.5 157 0.6 Ceilings 4.0 6403 25.9 Floors 0 0 0 Glazing 3 Infiltration 0.2 653 2.6 Ducts 4764 19.2 Ducts Ventilation 0 0 ' � Internal gains 3950 16.0 Blower 0 0 Other Vl ugiim li�i„,;i l Is Adjustments 0 Infiltration Total 24754 100.0 Ceilings Latent Cooling Load 5804 Btuh Overall U-value=0.092 Btuh/ft2-°F Data entries checked. .` tso + Wrlh ft®9 Right-Suite®Universal 8.0.24 RSU15588 2016-May-2414:49:38 ACCA ...ft HVAC\jared f°rsberg 84 lookis lane Centerville 05092016.rup Calc=MJ8 Front Door faces: Page 1 Building Analysis Job: wrightsoft® g Y Date: May 09,2016 1st floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(°F) 74 70 Elevation: 131 ft Design TD (°F) 61 12 Latitude: 420N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(°F) 13 82 Infiltration: Daily range fOF) - 15 (L ) Method Simplified Wet bulb(° ) - 71 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 4.0 3707 ' 18.4 Wals Duets Glazing 28.9 4324 21.5 Doors 17.7 371 1.8 Ceilings 14.2 5052 25.1 Floors 0 0 0 InfiRm1,n ,. Infiltration 2.8 3148 15.6 Ducts 3534 17.6 Q°tnB Piping 0 0 Humidification 0 0 Ventilation 0 0 other Ceilings Adjustments 0 Total 20137 100.0 Component Btuh/ft2 Btuh IN,of load Walls 0.9 887 6.8 walls Glazing 25.7 3831 29.2 Internal Gains Doors 7.5 157 1.2 Ceilings 11.6 4131 31.5 n- , Floors 0 0 0 Glazing Infiltration 0.2 269 2.1 ' °� —Ducts Ducts 1270 9.7 Ventilation 0 0 Infiltration Blower Internal gains 2570 19.6 Blower 0 0 Other Adjustments 0 Total 13117 100.0 Ceilings Latent Cooling Load =3107 Btuh Overall U-value=0.151 Btuh/ft2-°F Data entries checked., t Wrl htsoft• 2016-May-2414:49:38 �., 9 Right-SuiteC�Universal 8.0.24 RSU15588 Page 2 ACCK ...ft HVAC\fared forsberg 84 lookis lane Centerville 05092016.rup Calc=MJ8 Front Door faces: wri htsoft Building Analysis Job: 9 Znd fI00P Date: May 09,2016 Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 • • • For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 42°N Relative humidity{%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 - 82 Infiltration: Daily range°F) - 15 (L ) Method Simplified Wet bulb(o ) - 71 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ft2 Btuh %of load Walls 4.0 5855 29.9 Glazing 28.7 2837 14.5 Wall. , Doors 0 10 0 Ceilings 1.6 2000 10.2 Floors 0 0 0 Infiltration 2.8 4487 22:93i Ducts 4418 22.5 �• Piping 0 0 N ��fitr Humidification 0 0 akn Ventilation 0 0 Adjustments 0 Total 19597 100.0 o • • Component Btuh/ft2 Btuh %of load Walls 0.9 1401 12.0 walls Internal Gains Glazing 27.4 2707 23.3 Doors 0 0 0 Ceilings 1.8 2272 19.5 Floors 0 0 0 Infiltration 0.2 384 3.3 G'azing Ducts 3493 30.0 Ducts Ventilation 0 0 Internal gains 1380 11.9 Blower 0 0 Adjustments 0 Total 11638 100.0 Ceilings Infiftration Latent Cooling Load 2696 Btuh Overall U-value=0.062 Btuh/ft2-OF Data entries checked. wri htsoft` 2016-May-2414:49:38 �. Ri 9 Right-Suite®Universal 8.0.24 RSU15588 ACO, ...ft HVACljared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: Page 3 I . Job:C Component Constructions+I+ wrightsoft® p Date: May 09,2016 Entire House By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 420N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 (L ) Method Simplified Wet bulb( F) - - 71 Construction quality Semi-tight Wind speed(mph) 15.0 7.5` Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft?°F ft?°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw:Frm wall,wd ext, 1/2"wood shth,r-21 cav ins,1/2" ne 566 0.065 21.0 3.96 2244 0.95 537 gypsum board int fnsh,2"xT wood frm. se 707 0.065 21.0 3.96 2804 0.95 671 sw 414 0.065 21.0 3.96 1643 0.95 393 nw 724 0.065 21.0 3.96 2871 0.95 687 all 2412 0.065 21.0 3.96 9562 0.95 2289 Partitions (none) Windows 4A5-2ov:2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, ne 50 0.470 0 28.7 1443 24.6 1238 1/4"gap,1/4"thk se 34 0.490 0 29.9 1016 21.9 746 se 78 0.470 0 28.7 2242 30.3 MO sw 13 0.470 0 28.7 382 30.3 403 nw 72 0.470 0 28.7 2077 24.6 1782 all 248 0.470 0 28.8 7161 26.3 6539 Doors 11 PO:Door,mtl pur core type nw 21 0.290 10.5 17.7 371 7.48 157 Ceilings 16A-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins, 1353 0.026 38.0 1.59 2146 1.80 2438 1/2"gypsum board int fnsh C part ceiling,:C part ceiling,frm fir, 10"thkns,1/2"gypsum board 264 0.304 1.0 18.6 4906 15.0 3965 int fnsh Floors (none) 2016-Ma 2414:49:38 1 "I'�'F wrightsoft Right-Suite@ Universal 8.0.24 RSU15588 Y Page 1 ACCA ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.nip Calc=MJ8 Front Door faces: Component Constructions Job: wrightsoft® Date: May 09,2016 1st floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 42°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 ( L ) Method Simplified Wet bulb(OF) - 71 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft?°F ft'-°F/Bluh BLOW Btuh BluhM2 Bluh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2" ne 254 0.065 21.0• 3.96 1007 0.95 241 gypsum board int fnsh,Tx6"wood frm se 250 0.065 21.0 3.96 993 0.95 238 sw 96 0.065 . 21.0 3.96 381 0.95 91 nw 334 0.065 21.0 3.96 1326 0.95 317 all 935 0.065 21.0 3.96 3707 0.95 887 Partitions (none) Windows 4A5-2ov:2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, ne 31 0.470 0 28.7 884 24.6 758 1/4"gap,1/4"thk se 34 0.490 0 29.9 1016 21.9 746 se 44 0.470 0 28.7 1249 30.3 1320 nw 41 0.470 0 28.7 1174 24.6 1007 all 149 0.470 0 28.9 4324 25.7 3831 Doors 11 PO:Door,mtl pur core type nw 21 0.290 10.5 17.7 371 7.48 157 Ceilings 16A-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins, 93 0.026 38.0 1.59 147 1.80 167 1/2"gypsum board int fnsh C part ceiling,:C part ceiling,frm fir,10"thkns,1/2"gypsum board 264 0.304 1.0 18.6 4906 15.0 3965 int fnsh Floors (none) ,.` wrightsoft° Right-Suited Universal 8.0.24 RSU15588 2016-Ma Y2414:49:38 Page 2 ACCK ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: Component Constructions Job: +I+ wrightsoft® Date: May 09,2016 2nd floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Elm Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: . 42ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 (L ) Method Simplified Wet bulb.(OF) - 71 Construction quality Semi-tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'°F it?°F/Btuh Btuh/W Btuh - Btuh/ft' Btuh Walls 12F-Osw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2" ne 312 0.065 21.0 3.96 1237 0.95 296 gypsum board int fnsh,2"x6"wood frm se 457 0.065 21.0 3.96 1811 0.95 433 sw 318 0.065 21.0 3.97 1262 0.95 302 . nw 390 0.065 21.0 3.96 1545 0.95 370 all 1477 0.065 .21.0 3.96 5855 0.95 1401 Partitions (none) Windows 4A5-2ov:2 glazing,clr low-e outr,air gas,vnl frm mat,clr innr, ne 20 0.470 0 28.7 559 24.6 480 1/4"gap,1/4"thk se 35 0.470 0 28.7 993 30.3 1050 sw 13 0.470 0 28.7 382 30.3 403 nw 32' 0.470 0 28.7 903 24.6 775 all 99 0.470 0 28.7 2837 27.4 2707 Doors (none) Ceilings 16A-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins, 1261 0.026 38.0 1.59 2000 1.80 2272 1/2"gypsum board int fnsh Floors (none) 2016-May-24 14:49:38 + wrightsoft® Right-Suite®Universal 8.0.24 RSU15588 Page 3 ACCK ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: - 9 ® Project Summary Job: wri htsoft Date: May 09,2016 Entire House By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Notes: Im ® - • • • il Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 13 OF Outside db 82 OF Inside db 74 OF Inside db 70 OF Design TD 61 OF Design TD 12 OF Daily range L Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 31782 Btuh Structure 19990 Btuh Ducts 7953 Btuh Ducts 4764 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 39734 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 21486 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 4478 Btuh Ducts 1325 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 2441 2441 Equipment latent load 5804 Btuh Volume(W) 20214 20214 Air changes/hour 0.34 0.15 Equipment total load 27290 Btuh Equiv.AVF (cfm) 114 51 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary —Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref non/a Coil n/a AHRI ref non/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft"� I'1 2016-May-24 14:49:38 AC� 'Iµ1' W 9 Right-Suite®Universal 8.0.24 RSU15588 Page 1 ft HVACljared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: ect Pro +I+ wrightsoft® � Summary Date: May 09,2016 1st floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Notes: ® - • • o Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 13 'OF Outside db 82 OF Inside db 74 OF Inside db -70 OF Design TD 61 OF Design TD 12 OF Daily range L Relative humidity 50 .% Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16602 Btuh Structure 11846 Btuh Ducts 3534 Btuh Ducts 1270 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20137 Btuh Use manufacturer's data n Rate/swing multiplier - 0.87 Infiltration Equipment sensible load 11385 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight. Fireplaces 1 (Average) Structure 2409 Btuh Ducts 698 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1180 1180 Equipment latent load 3107 Btuh Volume(ft3) 10380 10380 Air changes/hour. 0.27 0.12 Equipment total load 14492 Btuh Equiv.AVF(cfm) 47 21 Req.total capacity at 0.70 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency, 0 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 810 cfm Actual air flow 810 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'1 �1tSOft` 2016-May-2414:49:38 9 Right-Suite®Universal 8.0.24 RSU15588 Page 2 ACCp. ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: - 9 ® Project Summary wri htsoft Job:Date: May 09,2016 2nd floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Notes: D - • e e Weather: Otis ANGB, MA, US Winter Design Conditions Summer Design Conditions Outside db 13 OF Outside db 82 OF Inside db 74 OF Inside db 70 OF Design TD 61 OF Design TD 12 OF Daily range L Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15179 Btuh Structure 8144 Btuh Ducts 4418 Btuh Ducts 3493 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19597 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 10101 Btuh Method Simplified: Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 1 (Average) Structure 2069 Btuh Ducts 628 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftz) 1261 1261 Equipment latent load 2696 Btuh Volume(W) 9834 9834 Air changes/hour 0.41 0.18 Equipment total load 12798 Btuh Equiv.AVF(cfm) 67 30 Req.total capacity at,0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref no. Coil AHRI ref no. Efficiency 0 AFUE Efficiency 0 SEER Heating Input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 633 cfm Actual air flow 633 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2016-May-2414:49:38 9 Right-Suite®Universal 8.0.24 RSU15588 Page 3 ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: l AED Assessment Job: +I+ wrightsoft® Date: May 09,2016 Entire House By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma ® - • s e e Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 42°N Relative humidity(%) ' 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 o e - e ee Hourly Glazing Load 9,000 8,000 7,000 m 6,000 0 5,000 m C 4,000 0 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly /Average / AED limit Maximum hourly glazing load exceeds average by 14.2%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 2016-May-24 14AU8 wrightsoft® Right-Suite®Universal 8.0.24 RSU15588 Page 1 ACCR ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: AED Assessment Job: wrightsoft® Date: May 09,2016 1st floor By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville, Ma Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 420N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 (L ) Wet bulb(OF) - 71 Wind speed (mph) 15.0 7.5 Hourly Glazing Load 5,000 4,500 4,000 3,500 m 3,000 O 2,500 IN l0 (7 2,000 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly /Average / AED limit Maximum hourly glazing load exceeds average by20.8%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wri htsoft® 2016-May-2414:49:38 9 Right-Suite@ Universal 8.0.24 RSU15588 Page 2 ACCP. ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: AED Assessment Job: +I+ wrightsoft® Date: May 09,2016 2nd floor By. Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 For: Bateman Residence 84 Loomis Lane, Centerville,Ma Him Location: Indoor: Heating Cooling Otis ANGB, MA, US Indoor temperature(OF) 74 70 Elevation: 131 ft Design TD (OF) 61 12 Latitude: 420N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 54.5 43.2 Dry bulb(OF) 13 82 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 71 Wind speed(mph) 15.0 7.5 Hourly Glazing. Load 3,500 3,000 2,500 m 0 C132,000 m 1,500 1,000 500 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly / Average / AED limit Maximum hourly glazing load exceeds average by 13.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh � wri htsoft• 2016-May-24 14:49:38 9 Right-Suite®Universal 8.0.24 RSU15588 ACCA ...ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: Page 3 +I+wrightsoft` Right-J®Worksheet Job: Entire House Date: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name Entire House 1 st floor 2 Exposed wall 318.0 ft 116.0 ft 3 Ceiling height 8.3 ft d 8.8 ft d 4 Room dimensions 5 Room area 2440.8 ft2 1180.0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VE12F-Osw 0.065 ne 3.96 0.95 616 566 2244 537 • ' 285 254 1007' 241 C 4A5-2ov 0.470 ne 28:67 24.5.9. 50 ,,.. 0 �1443. 1238 .:.,•w, .3„1':;... 0 ,„ . 884 758. V)/ 12F-0sw 0.065 se 3.96 0.95 819 707 2804 671 328 250 993 238 l��—G 1OD-v 0.490 se 29.89 21.93 34 0 1016 746 34 0 1016 746 11 4A5-2ov 0.470 se 28.67 30.30 78 0 2242 2370 44 0 1249 1320 �j 12F-osw 0.065 sw, 3.96 0.95. 428 ,414 .,1643 393 96' 96 - 381< 91. G 4A5-2.ov 0.470 .sw 28.67 67 30.30 13 ,.-0 382 403..:. 0...: 0.,; 0, Q 1l)! 12F-0sw 0.065 nw .96 0.95 818 724 2871 687 396 334 1326 317 II—pG 4A5-2ov 0.470 nw 28.67 24.59 72 0 2077 1782 41 0 1174 1007 2438;,` . 93 . 21. . 371_ 157 `C 16A-38ad 0 026 ,nw F 11.-59,. 1.80. 1353, _. 1353 2146 157 21 93, 147 _ 167 C C part,ceilinp,._ .„ 0.304 16.56 15.00_ 264 264.. 4906. 3965. . . _264._. 264_ 4906 3965 6 c)AED excursion 0 0 Envelope loss/gain 24146 15387 13454 9007 12 a) Infiltration 7635 653 3148 269 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 15 3450 9 2070 Appliances/other 500 500 Subtotal(lines 6 to 13) 31782 19990 16602 11846 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 31782 19990 16602 11846 15 Duct loads 25% 24% 7953 4764 21% 11% 3534 1270 Total room load 39734 24754 j 20137 13117 Air required(cfm) 1443 1443 810 810 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lI7tSOft' 2016-May-2414:49:38 WI'1 9 Right-Suite@ Universal 8.0.24 RSU15588 Page 1 ft HVAC\jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +`+wrightsoft® Right-M Worksheet Job: Entire House Date: May 09,2016 Jared Forsberg By: 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name 2nd floor 2 Exposed wall 202.0 ft 3 Ceiling height 7.8 ft d 4 Room dimensions 5 Room area 1260.8 ft' Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft?°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV, 12F-Osw 0.065 ne 3;96 0i95 332 312 1237 .296 ' �G 4A5-2ov 0.470 .'.ne, ..28.67 24.59 20 0 ...... 559. _. 480, 12F-Osw 0.065 se 3.96 6.95 491 457 1811 433 1OD-v 0.490 se 29.89 21.93 0 0 0 0 11 4A5-2ov 0.470 se 28.67 30.30 35 O ,_ 993. 1050 _ 12F-05w 0.065 sw 3 9fi „ 0:95 3'32 � , .:,3118 - 1262 302 ' G, 4A5-20v 0.470 sw' '28.67 30.30 _ �_ 13 ,m,: 0; 382 _ :- 403. Val 12F-Osw 0.065 nw 3.96 0.95 421 390 1545 370 �I—pG 4A5-2ov 0.470 nw 28.67 24.59 32 0 903 775 11 PO 0.290 nw 17.69 7.48 0 0 0 0 C 16A-38ad` 0.026 1,59 " 1,80 1261 . . 1261" ...20pO.. _::,,:2272 C C part Ceiling, 0.304 18.56 15.00 . 0 0 0 0 6 c)AED excursion 0 Envelope loss/gain 10692 6380 12 a) Infiltration 4487 384 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 6 1380 Appliances/other 0 Subtotal(lines 6 to 13) 15179 8144 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 15179 8144 15 Duct loads 29°% 43% 4418 3493 Total room load 19597 11638 Air required(cfm) 633 633 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft- 2016-May-2414:49:38 ACCP. Right-Suite@ Universal 8.0.24 RSU15588 Page 2 ft HVAC\fared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: �L +`+wrightsoft° Right-J®Worksheet Job: 1st floor Date: ' May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name 1st floor master bedroom 2 Exposed wall 116.0 ft 30.5 ft 3 Ceiling height 8.8 ft d 8.2 ft heat/cool 4 Room dimensions 15.5 x 15.0 ft 5 Room area 1180.0 ft2. 232.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. 12F-Osw 0.066 ne 3.96 0.95 286. 254 100-7 241'` 123 101 400 96 4A5-2ov 0.470 ne_ 28.67 24.59, 31 0 884: ., 758 22 0 631 541 T12F-Osw 17 0.065 se 3.96 0.95 328 250 993 238 127 105 4 100 1OD-v 0.490 se 29.89 21.93 34 0 1016 746 0 0 0 0 14A5-2ov 0.470 se 28.67 30.30 44 0 1249 1320 22 _ 0 631 667 W 12F-0Sw 0.065 sw 3.9 0.95 96 96 381 91 0 0 0 0 L--G 4A5-2ov, 0.470 sw 0.00 0.00 0 0 ,n.,;, 0 _Tj12F-Osw 0.065 nw 3.96 0.95 396 334 1326 317 0 0 0 0 4A5-2ov 0.470 nw 28.67 24.59 41 0 1174 1007 0 0 0 0 ,, 11130 _.0.290• nw, 17.69 7.48 21 21 371 157. 0 0 0 0 C C38ad 0:026 1.59 _1.60, 93 93 m .,. 147 167 0 .. d 0' 0 part ceiling, _0.304 18.56 15.00 w 264 264 4906, 3965..,w Y 78• ,. 78 1439 1163 _ E y 6 c)AED excursion 0 -112 Envelope loss/gain 13454 4 9007 3517 2454 12 a) Infiltration 3148 269 712 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 9 2070 2 460 Appliances/other 500 0 Subtotal(lines 6 to 13) 16602 11846 4230 2975 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16602 11846 4230 2975 15 Duct loads 21% 11% 3534 1270 19% 8% 803 238 Total room load 20137 13117 5033 3214 Air required(cfm) 810 810 202 198 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A' wrightsoft, 2016-May-2414:49:38 ACC Right-Suite®Universal 8.0.24 RSU15588 Page 3 ..ft HVAC\jared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +`+ wrightsoft' Right-M Worksheet Job: 1st floor Date: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name bath/laundry dining room 2 Exposed wall 6.5 ft 18.0 ft 3 Ceiling height 8.2 ft heat/cool 8.2 ft . heat/cool 4 Room dimensions 6.5 x 10.5 ft 18.0 x 10.5 ft 5 Room area 68.3 ft' 189.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft') Load number (Btuh/ft?°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ; ..ne 3.96• 0.96 0 , 0 0 =. . 0>; 0 0 ` 0 0 4A5-2ov 0.470ne 28.67 24.59 ,0 M 0 0 0 0 A 01. 0 12F-Osw 0.065 se 3.96 0.95 53 45 179 43 148 100 398 95 10D-v 0.490 se 29.89 21.93 0 0 0 0 34 0 1016 746 11 4A5-2ov 0.470 se 28.67 30.30„ . 8 . . 0 237 250 13 0 382 403 W 12F-Osw 0:065 sw 3s96 0.95 0 0 0 0 "0'` 0; 0'' 0 W„ 4A572ov __ 0.470 sW , ..0;00 s . 0.10.0 0 _ 0 0 ._a 0 0 0' ViV 12F-Osw 0.065 nw 3.96 0.95 0 0 0 0 0 0 0 0 4A5-2ov 0.470 my 28.67 24.59 0 0 0 0 0 0 0 0 11 PO 0.290 nw 17.69 7.48 0 0 0 0 0 0 0 0 C 16A-38ad - .. 0 026 _...1:59_ 1.80 0 . . `_ O 0 _ 0 0 0 si Oa _ .`_.:0 C C part ceilinA,,..., 0.304., - 18,56 _- _15.00 10 10 _186 150. 53_... 53 975,., 788 6 c)AED excursion -20 31 Envelope loss/gain 601 422 2770 2063 12 a) Infiltration 152 13 420 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 2 460 Appliances/other 500 0 Subtotal(lines 6 to 13) 753 1165 3191 2559 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 753 1165 3191 2559 15 Duct loads 19% 8% 143 93 19% 8% 606 205 Total room load 896 1259 3797 2764 Air required(cfm) 36 78 153 171 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSOft` 2016-May-2414:49:38 9 Right-SuiteO Universal 8.0.24 RSU15588 Page 4 ACC` ...ft HVACljared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +I+wrightsoft° Right-J®Worksheet Job: 1st floor Date: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name kitchen/dining rm mast/walkin 2 Exposed wall 21.5 ft 8.5 ft 3 Ceiling height 8.2 ft heaUcool 8.2 ft heat/cool 4 Room dimensions 1.0 x 350.5 ft 11.0 x 8.5 ft 5 Room area 350.5 ft' 93.5 ft' Ty Construction U-value Or HTM Area (ft) Load Area (W) Load number (Btuh/ft?°F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat. Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr 12F-Osw 0.065 ne 3:98 '0.95 0"" �� 0 " 0 "0 �-"70" 67,__G 4A5-2ov 0.470 ne 28.67 24..5,9 0 0 0 0 „„ 3' 0 ' 81. 70 12F-Osw 0.065 se 3.96 6.95 0 0 0 0 0 0 0 0 1OD-v 0.490 se 29.89 21.93 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 se 28.67 30.30 0 _ 0 0 0 0 0 0 0 1Ql 12F-Osw 0.065 sw 3.06 0.95 53 0211 51 0 0 0 0. C 4A5-2ov 0.470. sw 0,09 0.00 0 0 ; 0 Q :: 0 : 0:: 0" 0. Tj12F-Osw 0.065 nw 3.96 0.95 123 105 417 100 0 0 0 0 4A5-2ov 0.470 nw 28.67 24.59 18 0 510 438 0 0 0 0 11 PO 0.290 nw 17.69 7.48 0 0 0 0 0 b 0 0 C, 1¢A-38ad 0.026, 1:59 _00 0 _ �., . 0 _„ 0 0 '•,i 0 .0 i �Q: 0. C C part ceiling,, 0.304 18.56 15.00 , _51 51 937 758. _.0" 0. 0 y 0 ti 6 c)AED excursion 63 -5 Envelope loss/gain 2076 1409 346 128 12 a) Infiltration 502 43 199 17 b) Room ventilation 0 0 -0 0 ' 13 Internal gains: Occupants @ 230 4 •920 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2578 2371 545 145 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2578 2371 545 145 15 Duct loads '19% 8% 490 190 19% 8% 103 12 Total room load 3068 2561 1 648 157 Air required(cfm) 123 158 26 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft. 2016-May-2414:49:38 9 Right-Suite®Universal 8.0.24 RSU15588 Page 5 Ar--Cl" ...ft HVAC\jared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +`+ wrightsoft° Right-J®Worksheet Job: 1st floor Date: May 09,2016 By: Jared Forsberg. 350 East Main St.,Fall River,Me 02724 Phone:508-558-9207 1 Room name master bath entry/stairs• 2 Exposed wall 21.5 ft 9.5 ft 3 Ceiling height 8.2 ft heat/cool 16.2 ft heat/cool 4 Room dimensions 1.0 x 158.8 ft 1.0 x 87.5 ft 5 Room area 158.8 ft2 87.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12F-0sw 0.065 ne 3.96 0.96 49 43 17t 41 43" 43 170 41 4A5-2ov 0.470 ne 28.67 24.69 6 0 - 172 . ,;. 148 0 0' 0 0 12F-0sw 0.065 se 3.96 0.95 0 0 0 0 0 _ 0 0 0 1OD-v 0.490 se 29.89 -21.93 0 0 0 0 0 0 0 0 11 4A5-2ov, 0.470 -se .• 28.67 30.30. 0 ,.:.._.,0 0, 0 „ . 0 . 0 0. 0 W 12F-0sw 0.065 sw 3.96 0.95 0 0 0 bl 43 43 174 4.1 I-G 4A5-2ov 0.470 0.00 0.00 .- ` ' 0 ,0 0� 0. 0 0 0 0 ViV 12F-0sw 0.065 nw 3.66 0.95 127 116 462 110 146 113 447 107 IG-pG 4A5-2ov 0.470 nw 28.67 24.59 11 0 306 262 13 0 358 307 11 PO 0.290 nw 17.69 7.48 0 0 0 0 21 21 371 157 C 16A-38ad 0.026 -. 1�59 1,80 Qa 0 0 0; _: 93: ', 93',' 14,7,,. 167 C C part ceiling, 0.304 18.56 15.00 62. 62 1146 .. 926 12, 12, 223.. 180, ... :.. .. .ter., A 6 c)AED excursion -25 68 Envelope loss/gain 2257 1462 1886 1068 12 a) Infiltration 502 43 661 56 . b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 2759 1505 2547 1125 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2759 1505 2547 1125 15 Duct loads 19% 8% 524 121 34% 37% 865 412 Total room load 3283 1626 3412 1536 Air required(cfm) 132 100 137 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F1tsOft' 2016-May-2414:49:38 9 Right-Suite®Universal 8.0.24 RSU15588 Page 6 ft HVAC%jared forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +I+wrightsoft^ Right-J®Worksheet Job: 2nd floor Date: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207 1 Room name 2nd floor bedroom#3 2 Exposed wall 202.0 ft 65.0 ft 3 Ceiling height 7.8 ft d 7.8 ft heaticool 4 Room dimensions 1.0 x 360.0 ft 5 Room area 1260.8 ft2 360.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Osw 0.065 b� �3,96 ,0.95' - .332 312 1237 296 191 172 680 163`. LI 4A5- 0.47 0 ne,� 28.67, 24.59 20 0 559, 480 20 0 559 480 W 12F-Osw 0.065 se 3.96 0.95 491 457 1811 433 137 137 541 130 I; C 1OD-v 0.490 se 0.00 0.00 0 0 0 0 0 0 0 0 11 � 4A5-2ov 0.470 se 28.67 30.30 35 0 993 1050 0 0 0 0 IW. - 12F70sw 0.065 sw '3.96 '0.95 332 318 Y 1262 302 43 43 170 ' 41 �' GG 4A5-2ov 0:470° sw, -a 28.6,7 30.30 13,. 0 382 _403. ,. 0-, 0; 0 p W, 12F-Osw 0.065 nw 3.96 0.95 421 390 1545 370 137 127 503 120 II- 4A5-2ov 0.470 nw 28.67 24.59 32 0 903 775 10 0 280 240 11 PO 0.290 nw 0.00 0.00_ 0 6_ 0 0 0 0. 0 0 C 16A-38ad 0.026' 1.59 1.80 1261 1261 ,' 2006 2272__ 360 360', 571_ 649 C C part ceilinq, 0.304, . 0.00 6.00, 0 0 0, 0 0, 0... 0 0, 6 c)AED excursion 0 -17 Envelope loss/gain 10692 6380 3304 1805 12 a) Infiltration 4487 384 1444 123 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 15179 8144 4748 2158 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15179 8144 4748 2158 15 Duct loads _ 29% 43% 4418 3493 29% 43% 1382 926 Total room load 19597 11638 6130 3084 Air required(cfm) 633 633 198 168 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft' 2016-May-2414:49:38 Right-Suite®Universal 8.0.24 RSU15588 Page 7 ...ft HVAC\jared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +I+ wrightsoft® Right-J®Worksheet Job: 2r1d floorDate: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Me 02724 Phone:508-558-9207 1 Room name gameroom hall 2 Exposed wall 63.0 ft 6.5 ft 3 Ceiling height 7.8 ft heat/cool 7.8 ft heat/cool 4 Room dimensions 1.0 x 463.3 ft 6.5 x 8.0 ft 5 Room area 463.3 ftz 52.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, 12F-Osw 0.065 ne 3.96 0.95 82 82 325 78 0 ' 0 0 0 4A5-2ov 0.470: .ne - 28.67 24„59. . . 0 0 . ,:, 0, 0.,,,;, 0 0. 0, 0 12F-Osw 0.065 se 3.96 0.95 176 161 639 153 0 0 0 0 1OD-v 0.490 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470 se 28.67 30.30 14 0 413 436 0 0 _ 0 0 12F-Osw 0.065 sw -3.96 e 0.95 129 '129 510 ' 122 0 -0 0 0` 4A5-2ov 0.470 sw 28.67 ,.30.30 0 „; 0 0 "01 0, 0.. 0. 12F-Osw 0.065 nw 3.96 0.95 105 96 379 91 51 51 201 48 4A5-2ov 0.470 nw 28.67 24.59 10 0 280 240 0 0 0 0 11 PO 0.290 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16A-38ad _ 0.026 1,59, 1,80 483 _ 463' 735 835 52 52 ' 82 94 C C.part ceiling. 0.304 0.00 0.00 9 .... 0 0 0. 0. 0 . 0 0 o 6 c)AED excursion -21 -1 Envelope loss/gain 3280 1933 283 141 12 a) Infiltration 1400 120 144 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 .0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 4679 2743 428 153 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4679 2743 428 153 15 Duct loads 29% 43% 1362 1176 29% 43% 125 66 Total room load 6041 3919 552 219 Air required(cfm) 1951 2131 18 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htSof ' 2016-May-2414:49:38 9 Right-SuiteC�Universal 8.0.24 RSU15588 At& Page 8 ...ft HVAC\jared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: +'+wrightsoft° Right-J®Worksheet Job: 2nd floor Date: May 09,2016 By: Jared Forsberg 350 East Main St.,Fall River,Ma 02724 Phone:508-558-9207. 1 Room name bath bedroom#2 2 Exposed wall 15.0 ft 52.5 ft 3 Ceiling height 7.8 ft heat/cool 7.8 ft heat/cool 4 Room dimensions 10.0 x" 10.0 ft 1.0 x 285.5 ft 5 Room area 100.0 ftz 285.5 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz)- Load number (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Upl 12F-Osw 0,065 0e 3.96 0.95 39 39,` 155„ 37 20 '20 77 , 19 4A5-2ov 0.470 ne 28.67 24.59 0 0 . 0. 0 0 0: 0`. 0. 12F-0sw 0.065 se 3.96 0.95 78 70 277 66 101 89 354 85 10D-v 0.490 se 0.00 0.00 0 0 0 0 0 0 0 0 11 4A5-2ov 0.470., se., 28.67 30,30. __ ,. 8 _0; w237• . 250. 12 0 . ... 344 364 \N 12F-0sw 0.066 sw 3.96 0.95 0 0 0 0 160 . 14Z 681 139 I-G 4A5-2ov 0.470 sw ;2867 30.30 0 0: .. 0 0" ,` 13 . 0' 3$2 403 V)/ 12F-0sw 0.065 nw 3.96 0.95 0 0 0 0 129 117 463 111 LLGG 4A5-2ov 0.470 nw 28.67 24.59 0 0 0 0 12 0 344 295 11 PO 0.290 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16A-38ad 0.026 1.59'_ 1 86 10,0 ,100 . :; 159 180 286 , 286 , 463 ` 51.4. C C Part ceiling, 0.304 0.00 ,0..00 _ 0 ._ 0.. _< 0 .... 0 0 0. 0 .. 0 6 c)AED excursion 27 12 Envelope loss/gain 826 561 2998 1941 12 a) Infiltration 333 28 1166 100 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 0 0 Subtotal(lines 6 to 13) 1160 589 4165 2501 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1160. 589 4165 2501 15 Duct loads 29% 43% 338 253 29% 43% 1212.. 1073 Total room load 1497 842 5377 3574 Air required(cfm) 148 46 174 194 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsOfC 2016-May-2414:49:38 9 Right-Suite@ Universal 8.0.24 RSU15588 Page 9 �� ...ft HVAC\jared Forsberg 84 lookis lane centerville 05092016.rup Calc=MJ8 Front Door faces: t N Level 1 basement Job#: Jared Forsberg Scale: 1 : 113 Performed for: Page 1 Bateman Residence 350 East Main St. Right-Suite®Universal 84 Loomis Lane Fall River, Ma 02724 8.0.24 RSU15588 Centerville,Ma Phone:508-558-9207 2016-May-24 14:50:28 ...is lane centerville 05092016.rup r - Level 2 bath/laundry dining room master bedroom garage mast/walkin kitchen/dining rm entry/stairs master bath Job#: Jared Forsberg Scale: 1 : 113 Performed for: Page 2 Bateman Residence 350 East Main St. Right-Suite®Universal 84 Loomis Lane Fall River, Ma 02724 8.0.24 RSU15588 Centerville,Ma Phone:508-558-9207 2016-May-24 14:50:28 ..is lane centerville 05092016.rup N Level 3 bath bedroom#2 garneroom hall bedroom#3 upper entryway LI Job#: Jared Forsberg Scale: 1 : 113 Performed for: Page 3 Bateman Residence 350 East Main St. Right-Suite®Universal 84 Loomis Lane Fall River, Ma 02724 8.0.24 RSU15588 Centerville,Ma Phone: 508-558-9207 2016-May-24 14:50:28 ...is lane centerville 05092016.rup 1 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma 3d Parcel Qalion`Oq 051 p �Pf� Health Division Date Issued �2-7 Conservation Division ��- Application Fee _ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street AddressSL(� Village Owner -c�i z�, �ci�;�,�c Address 5 01 t�,��sc� t� ILI Telephone O a(� -1 �4 �jn L2 �� .Permit Request K LrY, �� Mc�G o_ \,Cy 6 3& Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay --� Project Valuation 000A k� Construction Type CD r. : Lot Size Grandfathered: ❑Yes ❑ No If yes, attach`supporting doc mentation. c Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) li s1 ~� I Age of Existing Structure Historic House: ❑Yes ❑ No On Old Kings Highway,: ❑:Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new I Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ 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 size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name OV-rJ`P'.-o Telephone Numbe. Address 1 � yk-'fvyv-5�4'5 License #-. G S G O q /\A ' yp_( 3 2 Home Impr vgnient Contractor# Email�'��s�r Ro, e\,, ..�r��m-CAst: Worker's t""Wnsation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT-WILL BE TAKEN TO 2L S "'i"_SIGNATURE Y)vl DATE I i FOR OFFICIAL USE ONLY PLICATION# DATE ISSUED i I A MAP/PARCEL NO. t E. ADDRESS VILLAGE - r r OWNER _ P DATE OF INSPECTION: > FOUNDATION FRAME INSULATION 1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a k DATE CLOSED OUT ASSOCIATION PLAN NO. a y F r i i fy �FTNE� Town of Barnstable y * Regulatory Services BMMM ssBM « Thomas F.Geiler,Director i639' �� '�Ec ° Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 18, 2013 Nathan Miller 6901 Millwood Rd. Bethesda, MD. 20817 RE: 84 Loomis Ln., Centerville Map: 230 Parcel: 109 Dear Mr. Miller: In accordance with the provisions of 780 CMR 116 of the State Building Code, an unsafe structure, "...shall be taken down and removed or made safe." Please be advised that the remains of the building on the above referenced property have been deemed unsafe and must be removed immediately. If you have any questions, or feel aggrieved by this decision, please do not hesitate to contact this office. Thank you for your immediate attention in this matter. By Order, r L. Lauzon Local Inspector (508) 862- 4034 jeffrey.lauzon@town.barnstable.ma.us 4gh4 �P �E ,229'12 0, 30.0' C N 1`!`1J P 3�0 0 0 R- �0 _ I a N 48.3' � ' I v;1' o v � I m / s 97.5' I / Exist. Fdn. " I / 23o TOF=48.9 �. 10,0'�'°� S 17" E Garage (NGVD) L ` 7S,Op p � _ 39.3' N 6s• - N \ Area 1 I z \ 52,226f S.F. I w\ 1.2f Ac. I i \ 75.2' I \ Ui 5e rernent s ��- 70.0' I o ..-- \ a k Req \ I v th ' a c \� — 4'35,52" W 70.0'� S r \ I \ I Z \ TOWN OF BARNSTABLE ZONING BY—LAW - _, - ZONE ; RD- 1Im SETBACKS FRONT = 30' \ ' SIDE . 10' \ REAR = .30' \ 112 1$ " W 5 2 S 71 ✓, _ 0.0' STREET-ADDRESS. 84 LOOMIS LANE - ASSESSORS MAP 230 PARCEL 109 OWNER: PHILLIP C. BATEMEN, TR. LONG POND ESTATE TRUST DEED REF,: BK. 29480 PG. 329 PLAN REF.: PL. BK. 212 PG. 147 I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE FOUNDATION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. ��vl' k0FMASS, „AS-BUIL !T " 9 TERRY THE FOUNDATION DEPICTED ON THIS $ WARNER N PLOT PLAN PLAN WAS LOCATED ON THE GROUND N0.38721 IN BY SURVEY ON APRIL 27, 2016 AND Q BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE OF LOCATION. SCALE: 1"=40' APRIL 28, 2016 THIS PLAN IS FOR PLOT PLAN [� 7 TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR ` G ( 22 LONG ROAD RECORDING, DEED DESCRIPTIONS, HARWICH, MA. 02645 OR;ESTABLISHING PROPERTY LINES., (508) 432-8309 ,e THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 15-245AS �2�;� [^rye / DIV 4.It�€r" ASALE C „ M IJ V I LIB Ei^T a6 zr-0• A5 8-11— 4'-10' 6'-0' WOOD FRAMED DECK It PVC DECKING ANDERSEN FWG 1206114I B b — �j PDR.U A JA n A ll' DWI ROOMSINKINETSKITCHEN(VERIFY K TCHEry QGASF.P. LAYOUT W'�OWNERj RA ——— PK (VERIFYSQE,NFRNTEL W/OWNERS) C�P HALLCENTERLINE ''o+ LIVING I 6.T I' PANTRY ---- ONC. APRON OPKT.DOOR BUILT-INUBINETS 1a'S' 3'A' S'-]' J.'�A• GARAGE 84 C.O. n DN. dEM1 ABOVE 64 C.0.__ - O HOURFlREIF CONC.SLAB D DDDR PITCH 2'TO O.H.DOOR6n 6 WWF EMBEDDED BENCH ��CLO . Os ° Q d DINING v ,�1 �© 20 x6'B' 1 I ti ! FFICE A �r m FOYER I } OPEN TO 211' ! ABOVE UP IN CABINETS i A A A A Al B cK oK Y MAs PLATFORM A T NOTES: t' J• i 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS y'S- &DIMENSIONS IN THE FIELD - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, F. _ DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - FIRST FLOOR TO BE 6'10"ABOVE SUBFLOOR ON F.F. FIRST FLOOR PLAN ° 4.1 ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS - PREVIOUS HOUSE CONTAINED 1704"S.F. STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2012 FIRST FLOOR =1200 S.=. - OF TOTAL FIRST FLOOR FOOTPRINT. 5.) 110 MPH EXPOSURE B WIND ZONE,2.00 ASPECT RATIO SECOND FLOOR =1427 S,f=. (D SMOKE DETECTOR THIS.NEW HOUSE CONTAINS 1684 S.F. " 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, TOTAL FINISHED SPACE - =2627 S.F. (D CARBON MONOXIDE DETECTOR OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING _ GARAGE = 484 SF. {rr - '-- 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD _ _ (EDHEAT DETECTOR PREVIOUS HOUSE CONTAINED 2720 S.F. 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY ENGINEERING WORKS,INC.WITH WINDOW SCHEDULE OF TOTAL LIVING AREA(GROSS FLOOR AREA) , SURVEYING BY WARNER SURVEYING FOR ALL PROPOSED&EXISTING DETAILS. WHICH INCLUDES FIRST AND SECOND FLOORS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL --- - THIS NEW HOUSE CONTAINS 2627 S.F. — - SIMPSON COMPONENTS TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS , 7/8 - - 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A ANDERSEN TW 24410 2'-6 1/8"x 5'-0 " DC VBLEHUNGB TW 2442 2'-6 1/8"x 4'4 7/8" 0-57' EHUNG TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE C C235 4'-01/2"x3'-53/8 _CASEMENT IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS__ DURING FRAMING CONSTRUCTION D TN 210410 3'-0 VS"x 5'-0 7/8" DOUBLCHUNG E A 21 2'-0 5/8"x 2'-0 518" AW48NG CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/F1R N0.2 GRADE F TW 24310 7-6 1/8"x 4'-0 7/8" DO�JBLEHUNG -__ TABLE 402.1.1 MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES G A 251 2'-4 7/8"x_2'-0 5/8" AVJNItJG FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOF2 BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY H TW 21042 T-0 118"x 4'4 7/8" DOL;BLEHUNG U-FACTOR u-FAc'roR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION --- 0.32 oso as zo 30 lsns 10(1 FT.DEEP) ,on3 --- --- INSTALLER/CONTRACTOR. 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS NOTES: 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF VkADOWS - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - DESIGNER/CONTRACTOR IN THE FIELD - 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 16.)SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS GRILLES,LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&METRO HARDWARE 3.REFER TO IECC OF THE HOME R R2 CHAPTER 4 FOR ALL INSULATION THE INTERIOR OF N 8 ENERGY THE BASEMEN REMENTSWALL THE DESIGNER SHALL BE NOTIFIED IF ANY I1—/7 1•(�,• ERRORS OR OMISSIONS ARE FOUND ON L ` COTUIT BAY DESIGN, LLC N HOUSE F®R� HE6E DRAWING6 PRIOR TD STAFT OF SCALE : DRAWING NO.: 43 BRELUSTER ROAD WILL BE RESPONSIBLE FOR I HE CONTENT 1/4" _ AL-01, CONSlRUCUON.IHE BUILDING CONTRACTOR f lJ MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION G .I STEVEN LIEBERMAN ' COSIGNEROMENCrS ANY ERRORS OR OMISSIONS PH.(JOB 274-�166 DESIGNER OF ITHOUTORSORNGTH0N5- X C G THESE DRA WINGS ARE SOLELY FOR THE USE FAX(5O )539-9402 OF THE OWN ER NOTED.ANY OTHER USE OF DATE 84 LOOMIS LANE CENTERVILLE, MA CONSENT OF REQUIRES UNDER THE CONSENT OF THE DESIGNER UNO TECTI 10/14/2015 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1BB0. y NAILING SCHEDULE B4-0 — 110 MPH EXPOSURE B WIND ZONE A JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING A5 1 ROOF FRAMING: 25'd' ia'<• 24'-0' BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IDS EACH END --- RIM BOARD TO RAFTER(END NAILED) 2-16 d — 3-16d --- EACH END Itl-WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-15d 5-16d AT JOINTS B'A• a'-3• 3'-6' _=G-3- STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'o.c. HEADER TO HEADER(FACE NAILED) - 16d 1Bd 16"o.c.ALONG EDGES Ew P.T.4 x 6 POSTS ON 12'CONC. P.T.2,10lEDGER BOARD LAG BOLTED TO SON TO a9'BELOW GRADE SOLID BLOCKING W/(2)LEOGERLOK BOLTS I FLOOR FRAMING: _ 16"o.0 WI JOISTS HANGERS AT BOTH ENDS --T USE SIMPSONAB I86 POST BASER I JpIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4Ad 4-tOtl PER JOIST ' AC 68 ACE 6 POST CAPS I BLOCKING TO JOISTS(TOE NAILED) 2-Bd 2-tOd EACH END ————— BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 3'-6112' 6'-T• 8'T' 8'-81N•' I 4•-0" ' LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 31d 416d EACH JOIST —�P.T.2 x 12'e WI EK F A I BILCO'C' I i JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST T BULKH C, << BAND JOIST TO JOIST(END NAILED) 3-16d 416d PER JGIST I, I t. BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT I , ROOF SHEATHING: —— Pl".tx B'c 16O.c. ' ;.� — I I BASEME ' WOOD STRUCTURAL PANELS(PLYWOOD) _ --- — — —r._— L------- J L— NNlWW ---- RAFTERS OR TRUSSES SPACED UP TO 16'oc. 8d 10d 6'EDGE/6'FIELD B RAFTERS OR TRUSSES SPACED OVER 16"o.c 8d 10d 4'EDGE/4'FIELD I I A$ GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 0tl 6"EDGE 6'FIELD GABLE END WALL RAKE OR RAKE TRUSS Sd - 10d 6'EDGEI6'FIELD - W/STRUCTURAL OUTLOOKERS y GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: _ T I - L——— - —__._.— GYPSUM WALLBOARD - Sd COOLERS --?4 7'EDGEl1 O'FIELD I NOTE,FIREENG PREREOJOIST O BE FIRE PROTECTED wl WA Li SHEATHING CRAWLSP C 14 GINS OR MINERAL WOOL — _ -- m WOODSTRUCTURAL PANELS(PLY WOOD) --- -- �--- BASEMENT I I 14'DOND.SLAB.— INSULATION. r 1 STUDS SPACED UP TO 24'o.c. 8d 10d 6•EDGE/12-FIELD WINDOW I' 19 1 I DROP TOP OF FOUND. ; I 12'825/82'FIBERBOARD PANELS 8d — 3'EDGE/6'FIELD I I AT ODOR I I I 12"GYPSUM WALLBOARD 5d COOLERS — T'ECGE/lW FIELD 91/l HOISTS®16'o.c I ( I I i �D O WOOD STRUCTURAL 1 i RON pERC000R1D AITRL PS WOOD STRUCTURAL PANELS(PLYWOOD) Tod r FIELD GREATER THAN THICKN HI-OR LESS SCKNESS 10d 16d fi'EDGE/fi'FIELD DROP IDOGOF FOUND, W11 35S EL BEAMLI - - - W1Bx35STEEL BEAM - _ I AT O.N..H.DOORS 4 — I ' T,P I 1 I '� I TYo GARAGE STUD AT EACH BIDE OF ALL ROUGH.OPENINGS 1 (5'CCHr SLAB PK I II I -- I STEEL LA'DIA.YC I p yW1CN 2'TO O.N.DOOR I� STEELLALLYCOLUMN I %8x 6 WWF EMBEDDED I I\ WINDOW I � I zxfi WALL ' J CONCRETE W. S FOOTING I I w I r I \Ll I SIMFS THDI4 TRAPS DN S ' WI BARS BOTH WAY6 I I' BASEMENT I I q e PER O.H.DOOR DE AIL - JACK STUD WINDOW I � i I i °' ^ i i i i i i (ROUGH OPENING) a ----------- --- — ---� ----) , / STUD DETAIL (LOAD BEARING WALL) v IINSTALL TWO FULL HEIGHT STUDS&—0 - I MD AT EACH SIDE OF ALL ROUGH OPENINGS —_ — — -- ————————————— ——— ————————— — — _----------- - BLOC B SOLIDIGKIS AT THE I I TYP.SWAI CONCRETE FIUBARS'ION A5 WINDOW, ENO TWO JOIST BAYS WALLS W/llB VERTICALBM6 ®48'P.c. ({ I I AT AB'o.c.,—FROM OUTSIDE 2x6WALL A$ "FACE OF WALL,GRADE W BARS TYP.10-x 20'CONCRETE FOOTINGS JACK STUD . W/2x 4NEY (RWGH.OPENING) `°° 2-0: STUD DETAIL (NON—LOAD BEARING WALL) FOUNDATION PLAN 5• /�IN TA L&B•ANCHOR BOLTS ATM',.,.MAX W/SIMPSON BPS 5/B38EARING PLATES - e" 8' PLACE BOLTS WITHIN 6'-15'OF EACH CORNER AND TO A 8-MINIMUM _ - DEPTH . APPLY CAULK OR TPE E ATHING SMS-UTHE - J VAPOR BARRIER NOTE: fl ALSO APPLY ADHESIVE UNDER WALL 4 PLVWDOD FLOOR IINO HESCOD WIS MLPSLTSWIT IN6�1YSEARING OFZLATES X IN TNIB DEI AIL FOR T HE SECOND 28 o.c PLACER AND WITHIN MINIMUM F EACH FLOOR FRAMING RN A APPLY CAULK OR DEPTH APPLY CAULK OR ADHESIVE UNDER - c ADHESIVE WHERE PLATE P T.2 x fi SILL WI SEALERINDICATED ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL SCALE:1/2'=T-0" SCALE:1/2"=1'•0" DETAIL AT FIRST FLOOR THE DESIGNER SHALL BE NOTIFIED IF ANYERNMS /+ COTUIT BAY DESIGN, LLC N EVV HOUSE FOR. THESE DRAWINGS RIORIEFOUNO ON SCALE : DRAWING NO.: THESE DRAWINGS IONS ARE F ART OF 43 BREWSTER ROAD W LL BE RESPONSIBLE FOR THE CONTENT CONSTRUC ION.THE BUILDING CONTRACTOR 1/4N = 11-011 [� IN THESE DRAWINGS IF CONSTRUCTION MASH PEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PHV(508 2c74(-1((]]1AA66] STEVEN LIEBERMAN DESIGNER OF AN ERRORS OR OMISSIONS. FAX(5O�)539-^Tf02 OFE THE OW ESE IRNOTED.ANYOTHEERUSEOFE DATE : 84 LOOMIS LANE CENTERVILLE, MA THESE ITECTUDRAWINGS REQUIRES GHT THE PROTECTION EN CONSENT OF THE DESIGNER UNDER THE 10/14/2015 IA4__j ARCHITECTURAL COPYRIGHT PROTECTION a i T 2xBe®16'o.c. 12 / 12 au�veLni Lz TOP O5 PLATE --- - —y 2 x 10's 16'.---.._ ,2T- xi.x tt rie tvL If I - / /TT NP.1/T GYP.BOARD % O 1x35TRgPPING 12 MASTER ZaE,o<,z,4 a,ox,3xa oxEa DD BEDROOM 314/ 'T8 GPLYWO SUBFLOOR-GLUED&NAILED �r xws m',s4 slxxzc Nxas VI,ac. SECOND FLOOR / • SUB FLOOR _ UM 1`1 xwp 51us1 Tm. T kL Tnnxnw.1MAT,xmnx6. II TOP OF PLATE 14'ENGINEERED JOISTS 18'o.c. �/ FIR3EgC�OGE GYP.BC. T i P. I oc IN GARAGEPING@16- WALL WALLSTYP OF THE ON ALL - - �I zxs - 3,6 Frzaxix� WALLS OF THE GARAGE • CONST,� .. I I GARAGE _ I %•SIR—L Ea a SWATKIM 6«ICED NIT.1.1. .ate m (5-CONC.BLAB PI'fCM T TO O.M.DOOR WI6 x 6 W WF EMBEDDED TOP OF FOUND. 1ma Y.Yxi(,•Mrt vaA[nID mvR.mrx `MIN. 12PACTECOMPwCTED TO%% (i•ill][ice�r B SECTION @ GARAGE_ SIDE ELEVATION I AS O.H. DOOR DETAIL APA NARROW WALL PORTAL DETAIL(SHEAR WALL/HOLD DOWN) - TYP.ROOF CONST. - SIP CM PLYWOODWOLF SHEATHING ' E -ASPHALT ROOF SHINGLES J, O T.RIDGE VENT -161. FELT PAPER -1T HHi BATT INSULATION 2.B's i6'o.c I@ SLOPED CEILINGS(R=36) 12 11'BATT INSULATION 11 0 FLAT CEILINGS(R—) -2.12 RIDGE BOARD -SIMPSON H 2.5 HURRICANE CLIPS A.T ALL RAFTE RENDS . \\ -CEO WATER SHIELD AT BOTTOM - 3'0 OF ROOF j' / \\ 12 OF VENTBETWEENRAFTERS n -WIND WASH B—FIS - 2.1071 i6'o � \ TOP OF PLATE — I BEDROOM#3 BEDROOM#3 - - - SECOND FLOOR A-- iii SUBFLOOR 9 12'I.JOISTS @ 16'o.c TOP OF PLATE _ TYP.WALL CONST. 3.1314'x912'LVLBEAM 1�'x9J4'3-1 HEADER 1.2x B STUDS @16'o.c. y 3- 2.1,2'PLYWOOD SHEATHING FOR SLIDER 3.6-(R=X,M INSULATION i� 4.12-GYPSUM BOARD II DINING LIVING - B.TYVEKVI"APORBIARRIER ma r INSTALL FLASHING UNDER - Q1O AP 8 DECKING I AZEK SLATE DECKING - GRAY DECKING FIRST FLOORSUBFI-O- 3-PT2x12s WI A2EN FASCIA�- II.35 STEEL2X WOOD NAILER BOLTED �TTO STEEL BEAM®24'o.c.STAGGERED P.T.2x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKINGTYP.10-CONCRETE FOUNDATION CRAW LSPACE 16'ocW1JOISTSWALLS W/II6VERTICALBARSL&STICK AT 48--..5-1'FROM OUTSIDE MBRANE FACE Of WALL,GRADE 80 BARS NOTEENGINEERED JOISTEDGER& TO BE FIRE PROTECTED wI- DAMPPROOFWALLS Y1SUL ORMINERAL WOOLBELOW GRADE— -- INSULATION... DGER BOARD LAG BOLTED i0 - SOLID BLOCKING WI(2)LEDGERLOK BOLTS TYR 10'x 20'CONCRETE FOOTINCS III_ STAGGEREDWI JOISTS HANGERS W12x4 KEY _ P.T.6x 6 POSTS ON 12-CONC. SEE IRC20M SECT.502.22. SONOTUBES T04'IT BELOW GRADE USE SIMPSON ABU 66 POST BASE 8 AC 6&ACE 6 POST CAPS SECTION @ DINING/LIVING AS THE DESIGNER SHALL BE NOTIFIED$FANY - COTUIT BAY DESIGN, LLC IHESEDRAWIN S PRIORR START r SCALE : DRAWING NO.: THESE DRAWINGS ERRORS OR OMISSIONS S PRIOR TO FOUNT OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD( _ - WILL BE RESPONSIBLE FOR THE CONTENT 1/41T = 11-011 MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION .STEVEN LIEBERMAN DE IGNEDEF WITHOUTEORTORO THE PH.((50d1)2C74f 1166 DESIGNER OF ANY ERROR90R OMISSIONS. �� FAX(508)539-9402 epp\/p' OF THE OWNER NOTED.TH BE DRAWINGS ARE ANY OTHLELY OERN OF E DATE : 84 LOOMIS LANE CENTERVILLE, ,TPA CONTHESENT AWINGS OF FTEDEQUIRESIGNER UNDEHE R THE CONTENT rURAL DESIGNER UNOTECTI 10/14/2015 ARCHITECTURAL COPYRIGM PROTECTION r LEGEND N ` quet EXISTING CONTOUR Wequa w I x 36.82 EXISTING SPOT GRADE Lake BENCHMARK SET / � ' , -MAGNE77C NAIL SET ® PROPOSED CONTOUR i8' __/ i / EL.=46.33(NGVD) �8/ 47.3 45.2 / 48.1 PROPOSED SPOT GRADE �yQ°° <0 QQ -W- PROPOSED WATER SERVICE o�ec s�o JI \ R-3QQ A-229'14 -OVERHEAD WIRES v Hof 0 W MAIN 6' s a7s 47.9 TP�7. -' � r e a P O eat HVD GND �-4 + ESERVF ` / 3210 WETLAND FLAG e� 47.3 0-6 1 READ / WETLAND SYMBOL e n� °o P� LOCUS L .3 by • �. Tp �, 9P a d9e °\ 4 x a7.o o o - �- // / / TEST PIT Great Marsh Rd gee Ftoutg Z 46.7 a 46.e .TP-3 x a7.3 x a613 r / $ BENCHMARK Route 28 Qroo �y[C�/ m west Moin S MAG E .. •SHUTOFF,, a�oG�o� O• N C a7,5: ... / / LOCUS MAP 16.4 )r , / NOT TO SCALE PROPOSED / SEPTIC TAN 6 BUFFER/ � x .3 , B 46 ,PROPOSE °°��a6s 0 `� 100.6 / ;, •�• - POSED`s /DRIVEWAY:• PR 7. 7O•B'V / a7a' �' Hou (#84 45. _ 43.9 �x 3�0,35- E '� GENERAL NOTES: 47, T.O.F.- L�'GARAGE 6�46.6 %• / / /� 74.80'.I •` 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 4e.Ito / 45.0 ' 41�_ / •�•� BOARD OF HEALTH AND THE DESIGN ENGINEER. �- D ody.' 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 49.0 4 ,8 ° •�\�� / U ER OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE - o\N �xa9.z p x Ea9^'°'= / / �'� �0�8 W. � LOCAL RULES AND REGULATIONS. w ! •/4s.s x/ �^C /- / �•� 3. THE SEWAGE DISPOSAL SYSTEM SHALL 'NOT BE BACKFILLED PRIOR fix•/ 3ti- x •�• TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 45,9 / --�j DESIGN ENGINEER. x 49 lj F-Z-X / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �a / N ,� /' x 34'9 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ / i ,6- /- \\ o ENGINEER BEFORE CONSTRUCTION CONTINUES. x 3e. 33.2 5. ALL ELEVATIONS BASED ON NGVD. \ ' 9• 5 0vlo/.�•�03 I wo`1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 9 l v THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF •' ( 2,6x �4.3�" W \�� \ .DOGE 33,7 �.� , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. S AL i4 OF aIa vlol ISOLA7FD 329 m 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ,y/qS ) x � t . 34.2 VEGETATED 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. TERRY s ANN z % WETLAND • 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS WARNER AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE No. 38721 o DIRECTED BY THE APPROVING AUTHORITIES. RF STER�� N 'w Area 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, TO VERIFY 0 wca c°- 52,226f S.F. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING J = 1.2f Ac.ryry� CONSTRUCTION. PARCEL ID: G3O-� O9 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WETLAND DELINEATION REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). JACK O 18 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE Sandwich, MAA 02563 P.O. Boxox 9 95 112. " W OF kASSq INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 46'S2 �� (508) 888-5855 S 71PETER T. FLOOD ZONE DESIGNATION k M ENTEE PROPOSED SEPTIC SYSTEM SITE PLAN MAP NO. 25001 CO562J CIVIL REVISED: JULY 16, 2014 No, 35109 84 LOOMIS LANE, CENTERVILLE, MA NON-HAZARD RfI;ISZE�``� �� Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mash pee, MA 02649 BONING CLASSIFICATION: ZONE RD=1 j � SS �� `' P P SETBACKS: FRONT YARD=30' OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. NO. SIDE/REAR YARD=10' MILLER, NATHAN -j1'71 Engineering Works,Inc. WARNER SURVEYING 1"=40' P.T.M. 215-15 MAXIMUM,BUILDING HEIGHT = 30' PLAN REVISIONS 12 West Crossfield Rood 22 Long Road 6901 MILWOOD ROAD 1 4 16 - BUILDING & SEPTIC TANK LOCATIONS Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. WIND EXPOSURE CATEGORY: Exposure B BETHESDA, MD 20817 3/7/1U/ / 6 - BUILDING FOOTPRINT (508) 477-5313 (508) 432-8309 9/18/15. P.T.M. 1 of- 2 1a j - \ I NOTE: TO PREVENT BREAKOUT, THE PROPOSED SOIL LOG ° FINISH GRADE SHALL NOT BE < EL:44.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. PROPOSED S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED. D-BOX DATE: SEPTEMBER 9, 2015 (REF. P#14,808) PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" SOIL EVALUATOR: PETER McENTEE PE, SE 1542 INSTALL WATERTIGHT RISER & OF FINISH GRADE FOR INSPECTION PURPOSES ( # ) T.O.F.=49.0 COVER SET TO 6" OF GRADE WITNESS: DAVID STANTON RS (HEALTH AGENT) F.G. EL.=48.2t F.G. EL.=48.00f F.G. EL.=47.5t F.G. EL.=47.3t - �INTAIN 2% GRADE (MIN.) OVER S.A.S. Elev. TP- 1 Depth Elev. TP-2 Depth 47.3 A 0" 47.4 A 0" L = 10' ' L = 17' L = 13' SANDY LOAM ® S=1% (MIN.) ® S=1% (MIN.) @ S=1% (MIN.) SANDY LOAM 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 10YR 4/2 46 9 10YR 4/2 6„ s" 46.8 B 6,> B ro"I " 1a" 6 aaa�BaaB SANDY LOAM aaaaaaa SANDY 506M 10YR 5/6 INV.=45.75 48" LIQUID / a 6„ LEVEL 32" 3 4 4' a' .8' 4.4 ADD 44.6 4 , INV.=44.67 - C1 GAS PROPOSED INV.-44.50 h , INV.=46.00 �� INV.=45.50 D-BOX WIDTH = 12.8' RC EFFECTIVE INV.=43.50 M-C SAND _ M-C SAND 42"/50" FL PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS 2.5Y 6/6 2.5Y 6/6 SURROUNDED WITH STONE AS SHOWN >20%GRAVEL >20%GRAVEL H- 0 RATED 41.8 C2 66" 41.9 C2 66'$ TOP CONC. ELEV.=44.3t BREAKOUT ELEV.=44.00 M-C SAND M-C SAND NOTES: INV. ELEV.=43.50 ease 2.5Y 6/6 2:5Y 6/6 aaaa 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaae aaaaa 5%GRAVEL 5%GRAVEL ease eases BOTTOM ELEV.=41.50 INVERTS, PRIOR TO INSTALLATION. 4' 2 x 8.5'=17.0' 4' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURRING 37.3 120 37.4 120" TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=37.3 - Elev. TP-3 Depth Elev. TP-4 Depth 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS BAFFLE LAKE WEQUAQUET WATER 3/4" TO 1-1/2" DOUBLE 47.5 0" 47.6 A 0" ON THE OUTLET TEE. SURFACE EL.=34.8 i WASHED STONE SANDY LOAM SANDY LOAM 3" LAYER OF 1/8" TO 1/2" 10YR 4/2 6„ 47.1 1OYR 4/2 6„ SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE 47 O B SANDY LOAM (OR APPROVED FILTER FABRIC) SANDY LOAM 10YR 5/6 10YR 5/6 44.0 42 43.6 48„ C1 0/1 PERC PERC M-C SAND 42"/60" M-C SAND 30"/48 ®®®® O ®®®® >20%GRAVEL >20% GRAVEL DESIGN CRITERIA ®®®®®® ® ®®®® 33" 41.5 C2 72" 41.6 C2 72" � w ®®®®®® ® ®®®® z ®�®®® ® ®®®® NUMBER OF BEDROOMS: 3 BEDROOMS - M-C SAND M-C SAND 2.5Y 6/6 2.5Y 6/6 SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 5%GRAVEL 5%GRAVEL DESIGN PERCOLATION RATE: <2 MIN/IN 1 102" DAILY FLOW: 330 GPD 37.5 120" 37.6 120" DESIGN FLOW: 330 GPD NO GROUNDWATER OBSERVED GARBAGE GRINDER: NO-not allowed with design 4" KNOCKOUT PERC RATE 2 MIN/IN. ("C" HORIZONS) LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 20" DIA. COVER .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 4" KNOCKOUT 4" KNOCKOUT 58" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 0 PROPOSED SEPTIC SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 4" KNOCKOUT 84 LOOMIS LANE, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 2(12.8' + 25.0') X 2 = 151.2 S.F. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 500 GALLON .CAPACITY, H-10 LOADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS Engineering Works, Inc. WARNER SURVEYING N.T.S. P.T.M. 215-15 TOTAL AREA:.............................................................. 471.2 S.F. 12 West Crossfield Road 22 Long Road Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD N.T.S.. (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 2 Of 2 LEGEND N - Wequaquet - 38 -- EXISTING CONTOUR BENCHMARK SET � /� � x 36.82 EXISTING SPOT GRADE Lake ® PROPOSED CONTOUR MAGNETIC NAIL SET 48--' d 47.3 / 48.1 PROPOSED SPOT GRADE v' � EL.=46.33(NGVD) a 4s•2 / mg IS - 4-B-47,g3QQQQ' 22914 ' / -yy- PROPOSED WATER SERVICE1 R� A= 6� -OVERHEAD WIRES O y o O W MAIN � � { '� o o a p r .. 47.5 47.9 ( t �,TP-4 , !�1 / I 3210p WETLAND FLAG t e� HYD GND ESER v s o� ,. Y Pole 47.3 0-6 �y :: �, TP j2`25R �1Ji / /� a WETLAND SYMBOL �c0 �' Z LOCUS e 0 1 4 X 47.0 o .' ~- / // / TEST PIT Great Marsh P r. Route 8 46.7 ed9 TP-3 X ad13 186 $ BENCHMARK - Q c° / m Route 28 X 47.3 r e 46.6 � W O 14 6. CL MAG SE ,',WMSHUTaF ��'c w� 6 �6.4 ..;, a7S o. �� a / , � �� LOCUS MAP '�i<4 ; • `: :. .�, {� / NOT TO SCALE •''`;:. '•: i:: O / •,. PROPOSED SEPTIC TANK BUFFE „�._/ / `°°�i•." : P.R,OtqP�OYSCi1,• s. a6.e46/ - `< ;DRIVEWA 00.5' PPOSE Hoo ( 47. 45. 4 3 i /�,Q�-•B,1/f� /// o'3sli E�.`� '�, GENERAL NOTES:F.47. • I �Va ®1 T. $ , GARAGE as.o �, 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED EM nL5aL _ 6 � �" ?k� �• y� aeal T.G.S.= , ,R-4„9- d ♦ BOARD OF HEALTH AND THE DESIGN ENGINEER, �49.0 a1 a `,s4 ta 48.i oa9 ' \�l�yQ '� �r� �/' � // u 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \X Z Xa9,2 X �� '�\� �' �2.2 �/ O' BU1iER ��. �1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ^x N E �� /4-0-� 5�. B V yl. ��`'� � LOCAL RULES AND REGULATIONS. ° \ �'' �' /--� �� T� / �. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR '° w / O/45.5 x as9 � X�/.k 0� _ X � / �'�, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE -•\\CAA - 49'9 � m-- _ - �. DESIGN ENGINEER. X"e'l- / / /• U 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING aLn It I I / / / x 3s6 x 34,9 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ �� _j o ENGINEER BEFORE CONSTRUCTION CONTINUES. X 36.4 Y \ �-� , 11 330 + ' �, 5. ALL ELEVATIONS BASED ON NGVD. 02 " � �� 01 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF a2,6X , " W GE / 33.2 v pp THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 51�4.3f� % o0 i�, vIa n HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, �� OF M4S X aIa IOI�z ISOLATED 32.9 E. m 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 34.2 VEGETATED I 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. o TERRY j WETLAND ( 9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Z ANN AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE WARNER y N � • � , No. 38721 N Area :I DIRECTED BY THE APPROVING AUTHORITIES. �F ER�� N. �' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY `d ST ip l No \ co_ 52,226f S.F+ THE LOCATION OF` ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING I s 1.2f Ac. CONSTRUCTION. PARCEL ID; 230-109 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WETLAND DELINEATION 1 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). JACK VACCARO 18 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE P.O. Box 955 112 „ V1 �� OF MgSs INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. Sandwich, MA 02563 46'S2 �Q� 9�y (508) 888-5855 5 71•4 = G PETER T. FLOOD ZONE DESIGNATION McENTEE PROPOSED SEPTIC SYSTEM SITE PLAN CIVIL CENTERVILLE, MA MAP N0. 25001 C0562J 4 LOOM IS LANE, REVISED: JULY 16, 2014 No. 35109 8 NON-HAZARD Aye fGl$ZER� ZONING CLASSIFICATION: ZONE RD-1 �� Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 . S! pL E�- SETBACKS: FRONT YARD=30' OWNER OF RECORD .N Engineering by: Surveying by: SCALE DRAWN JOB. No. SIDE/REAR YARD=10' MILLER, NATHAN L`ql i G Engineering Works,Inc. WARNER SURVEYING 1"_40' P.T.M. 215-15 MAXIMUM BUILDING HEIGHT = 30' MILL MILATHA ROAD PLAN REVISION - 1/4/16 12 West Crossfield Road 22 Long Road DATE WIND EXPOSURE CATEGORY: Exposure B BETHESDA, MD 20817 1) BUILDING & SEPTIC TANK LOCATIONS Forestdale, MA 02644 Harwich, MA 02645 CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 1 Of 2 fs a NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:44.0 SOIL LOG SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. DATE: SEPTEMBER 9, 2015 (REF. P#14,808) PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" SOIL EVALUATOR: ' PETER McENTEE PE, (SE#1542) COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES WITNESS: DAVID STANTON RS HEALTH AGENT T.O.F.=49.0 ( ) F.G. EL.=48.2t F.G. EL.=48.00f �F.G. EL.=47.5t /"F.G. EL.=47.3t 1 /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. Elev. TP- I Depth Elev. TP-2 Depth a. - 47.3 A 0" 47.4 A 0" L = 10' L = 17' L 13' SANDY LOAM SANDY LOAM ® S=1% (MIN.) ® S=1% (MIN.) S=l% (MIN.) 4"SCH40 PVC a' 4'SCH40 PVC 4"SCH40 PVC 10YR 4/2 6, 46.9 10YR 4/2 6„ 6o . as NINE 46.8 B B 14" 6 ®a®m SANDY LOAM INV.=45.75 ae" uwulD aaa6 SANDY 5/6M 10YR 5/6 LEVEL INV.=44.67 PROPOSED INV.=44.50 rEFFEC-InlVEI,WIDTH 4.8' 4 44.6 C1 32" 44.4 3PERC ADD INV.=t .00 INV.=45.50 D-BOX 12.8' GAS BAFFLE INV.=43.50 M-C SAND M-C SAND 42"/50 PROPOSED SEPTIC TANK 2-590 GALLON LEACHING CHAMBERS 2.5Y 6/6 2.5Y 6/6 SURROUNDED WITH STONE AS SHOWN >20%GRAVEL >20%GRAVEL H-10 RATED 41.8 66" 41.9 66" i C2 C2 TOP CONC. ELEV.=44.3t ' BREAKOUT ELEV.=44.00 M-C SAND M-C SAND NOTES: INV. ELEV.=43.50 ease 2.5Y 6/6 2.5Y 6/6 aa0aa 6®BBB 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.-41.50 ease eases 5% GRAVEL 5%GRAVEL INVERTS, PRIOR TO INSTALLATION. 4' 2 x 8.5'=17.0' 4' 2 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURRINGF 37.3 120" 37.4 1120" PERVIOUS MATERIAL EFFECTIVEI LENGTH = 25.0' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING f SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=37.3 - I Elev. TP-3 Depth Elev. TP-4 Depth 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS BAFFLE LAKE WEQUAQUET WATER 3/4" TO t-1/2" DOUBLE 47.5 0" 47.6 A 0" ON THE OUTLET TEE. SURFACE EL.=34.8 WASHED STONE SANDY LOAM SANDY LOAM 3" LAYER OF 1/8" TO 1/2" 47.0 10YR 4/2 6" 47.1 10YR 4/2 6" DOUBLE WASHED STONESEPTIC SYSTEM PROFILE (OR APPROVED FILTER FABRIC) SANDY LOAM SANDY LOAM 10YR 5/6 10YR 5/6 44.0 C1 42" 43.6 48„ I PERC PERC C 42" M-CSAND /60" 30"/48" M-CSAND KE3 ®® ® ®®®® 2.5GRAVY 6/6 2%GRAV ®®®® ® ®®®® >20%GRAVEL >20%GRAVEL DESIGN CRITERIA w ®®®® ® ®®®® 33" 41.5 C2 72" 41.6 C2It 72" NUMBER OF BEDROOMS: 3 BEDROOMS N Z ®®®® ® ®®®® M-C SAND M-C SAND 6/6 SOIL TEXTURAL CLASS: CLASS I (LOADING. RATE=0.74 GPD/SF) 2.5Y 6 2. 5%GRAVV EE L 5%GRAAVV GEL DESIGN PERCOLATION RATE: <2 MIN/IN 102" DAILY FLOW: 330 GPD 37.5 120" 37.6 120" DESIGN FLOW: 330 GPD I NO GROUNDWATER OBSERVED GARBAGE GRINDER: NO-not allowed with design 4" KNOCKOUT PERC RATE 2 MIN/IN. ("C" HORIZONS) LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 20" DIA. COVER .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 4" KNOCKOUT • 4" KNOCKOUT 58" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 0 PROPOSED SEPTIC SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 84 LOOMIS LANE, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 4" KNOCKOUT Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 2(12.8' + 25.0') X 2 = 151.2 S.F. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 500 GALLON CAPACITY, H-10 LOADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 215-15 TOTAL AREA:.............................................................. 471.2 S.F. CHAMBERS 12 West Crossfield Road 22 Long Road DATE Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD N.T.S. (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 2 Of 2 S •,. 1, � • i LEGEND N EXISTING CONTOUR Wequaquet � x 36.82 EXISTING SPOT GRADE Lake BENCHMARK SET PROPOSED CONTOUR MAGNETIC NAIL SET EL.=46.33(NGI/D) �'�' 47.39 4s,2 �/ 48.1 PROPOSED SPOT GRADE mge toa r,8-'nI; Q QQ' 14• / -W- PROPOSED WATER SERVICE "n 1 \ R�3D f1 229 � 6' x _ -$y-�y OVERHEAD WIRES y O O W MAIN o o - B 4a t 47.5 47.9 DTP- � T��-• N , // I v104 O WETLAND FLAG L - GND ESER 's t 32.10 w oJe� 47.3 3 0-6 GjDTP \ / /� WETLAND SYMBOL a �� LOCUS 0 4 o ; /PROPOSED SEPTIC TAN aO1j TEST PIT Great Marsh Rd �$ '^ Rovte 28 d9e• x azo o : •3 / (ni // BENCHMARK rPc 46.7 a 46,8 x 4 ,3 7' � ' 46.6 V' 4 Q / m ROUtB 2S Q • 46.9 d l0• weSf (I,fo1n St // O ' I MAG E W SHUTOr'• ��c�o- 0, , 6�Q / /'�\ fl. - LOCUS MAP 46.4 azs -� HPROPOSED O SE(#84) 6.6 / Q /�,� ¢`,/ • 1 tr • NOT TO SCALE T.O.F.=49.0 / ._._.... ? ARAGE = _ _ �6.3 i FFE / 0 S. 46� 46 H 4 3 to eE 100 sty 85�x .PROPOSE t o� x DRIVEWAY ,3 �S` 43.9 �3;�s. GENERAL NOTES: 47. 47. E / 74'80• 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL x 4e.14 BOARD OF HEALTH AND THE DESIGN ENGINEER. oa �c � �� // + 2• ALL' WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS a9,o 11!0 � OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �x Z x 49.P '6)x a7•e of �`I' / i �/4zz �/ 50' BU�� c '� LOCAL RULES AND REGULATIONS. do e4s.s x / -� �� /--- J 70 // �� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR � x TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE o\w co_ / 45.9 pKO� _ _�362 �. p, DESIGN ENGINEER. 9 7J /��T ` 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ` 4 ( i ( 35�r"D\ x 34.9 \ Ln FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN % / J t ENGINEER BEFORE CONSTRUCTION CONTINUES. v 5. ALL ELEVATIONS BASED ON NGVD. z 33,2 %� V103 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x ` 119 W % E O i' 33i THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OF yfgss �\ 42.6 5\'4'3 \� j\ �� vloa n m HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. x 41.7 % vlol ISOLATED 32s 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 6 :TERRY 1 ANN �" % 3a,2 �nA ED '8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. r•WARNER 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL•BE RESTORED AS No. 38721 Z AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE N Area DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 52;226t S. F THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1.2f Ac. G-- �y CONSTRUCTION. PARCEL ID: 230-1 09 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS _ }. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND ETLAND DELINE�4TION REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). JACK VACCARO 181�' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE P.O. Box 955 112' W INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. ch (508) 1888M58552563 S 71'46 �P�� OF Mgss9Cy FLOOD ZONE DESIGNATION t' o PETER T. l'� PROPOSED SEPTIC SYSTEM SITE PLAN MAP NO. 2500 REVISED: JULY 116,5cEN 2014 M CIVILEE 84 LOOMIS LANE, CENTERVILLE, MA NON-HAZARD � No. 35109 ZONING CLASSIFICATION: ZONE RD-1 GISZE�� Prepared for. COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 SETBACKS: FRONT YARD=30' SION E Engineering by: Surveying by: SCALE DRAWN JOB. N0. SIDE/REAR YARD=10' OWNER OF RECORD Engineering Works,Inc. WARNER SURVEYING 1"=40' P.T.M. 215-15 MAXIMUM BUILDING HEIGHT = 30' MILLER, NATHAN 12 West Crossfield Road 22 Long Road WIND EXPOSURE CATEGORY: Exposure B 6901 MILWOOD ROAD ( �'�,� Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. BETHESDA, MD 20817 (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 1 Of 2 NOTE: TO PREVENTI BREAKOUT, THE PROPOSED SOIL LOG FINISH GRADE SHALL NOT BE < EL:44.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. I DATE: SEPTEMBER 9, 2015 REF. P 14,808 PROPOSED D-BOX I ( # ) PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) OF FINISH GRADE FOR INSPECTION PURPOSES `r COVER SET TO 6" OF GRADE WITNESS: DAVID STANTON IRS (HEALTH AGENT) T.O.F.=49.0 k F.G. EL.=48.2t F.G. EL.=48.00t F.G. EL.=47.5t F.G. EL.=47.3t /AINTAIN 2% GRADE (MIN.) OVER S.A.S. Elev. TP- 1 Depth Elev. TP-2 Depth L m 10 47.3 A 0" 47.4 A 0" ® S=1% (MIN.) L 19' L 13' j SANDY LOAM SANDY LOAM ®"SCH 0 PVC) 4 SCH40(PVC) 46.8 6" 46.9 B 10YR 4/2 6" 4"SCH4o PVC - 10YR 4/2 � 6 as®E¢aa B SANDY LOAM SANDY LOAM INV.=45.75 48" LIQUID 4 aaa®��ea 10YR 5/6 1OYR 5/6 LEVEL 4' 4.8' 4' 44.6 32 44.4 3PERC GAS�BAFFLE INV.=44.67 PROPOSED INV.=44.50 EFFECTIVE.iWIDTH 12.8' C1111 INV.=46.00 INV.=45.50 D-BOX 42 50 imt�w1. INV.=43.50 + M-C SAND M-C SAND / -500 GALLON LEACHING CHAMBERS 2.5Y 6/6 2.5Y 6/6 PROPOSED SEPTIC TANK SURROUNDED WITH STONE AS SHOWN >20%GRAVEL - >M.GRAVEL H-10 RATED 41.8 C2 66" 41.9 C2 66" TOP CONC. ELEV.=44.3t BREAKOUT ELEV.=44.00 M-C SAND M-C SAND NOTES: INV. ELEV.=43.50 01aaaB 2.5Y 6/6 2.5Y 6/6 aB®a "EFFEC ®Baas5%GRAVEL 5%GRAVEL 1) CONTRACTOR SHALL VERIFY ALL EXISTING 'PIPE BOTTOM ELEV.--41.50aaaIFF ®B6aaINVERTS, PRIOR TO INSTALLATION. 2 x 8.5=17.0' 4' 373120" 374 120" 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURRINGTO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIALTIVE-,LENGTH = 25.0' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=37.3 - Elev. TP-3 Depth Elev. TP-4 Depth 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS BAFFLE LAKE WEQUAQUET WATER 3/4" TO 1-1/2" DOUBLE 47.5 0" 47.6 A 0" SURFACE EL.=34.8 WASHED STONE ON THE OUTLET TEE. SANDY LOAM I SANDY LOAM 3" LAYER OF 1/8" TO 1/2" 47.0 10YR 4/2 6 47.1 B 1OYR 4/2 6" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE B ql (OR APPROVED FILTER FABRIC) SANDY LOAM SANDY LOAM 10YR 5/6 10YR 5/6 44.0 42" 43.6 48„ ,! Ct IN PERC PERC M-C SAND 42"/60" M-C SAND 30"/48" ®®®® 0 ®®®® >20%GRAVEL >20%GRAVEL ®®®®®® ® ® ®®® 33" 41.5 72" 41.6 72" DESIGN CRITERIA W - C2 C2 NUMBER OF BEDROOMS: 3 BEDROOMS N ? ®�®®®® ® ®®®® M-C SAND M-C SAND 2.5Y 6/6 2.5Y 6/6 SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0:74 GPD/SF) i 5%GRAVEL 5%GRAVEL l DESIGN PERCOLATION RATE: <2 MIN/IN 102" I DAILY FLOW: 330 GPD 37.5 120" 37.6 120" DESIGN FLOW: 330 GPD NO GROUNDWATER OBSERVED GARBAGE GRINDER: NO-not allowed with design 4" KNOCKOUT PERC RATE 2 MIN/IN, ("C" HORIZONS) LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 20" DIA. COVER .74 GPD/SF 4" KNOCKOUT 4" KNOCKOUT 58" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 0k PROPOSED SEPTIC , SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES - S4 LOOMIS LANE CENTERVILLE MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 4" KNOCKOUT I Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 2(12.8' + 25.0') X 2 = 151.2 S.F. O. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 500 GALLON CAPACITY, H-1'0 LOADING Engineering by: Surveying by: SCALE DRAWN JOB.471.2 S.F. CHAMBERS Engineering Works, Inc. WARNER SURVEYING N.T.S. P.T:M• 215-15 TOTAL AREA:.............................................................. 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD N.T.S. (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 2 Of 2 „ f f w+R LEGEND N ' �1 1� WeqUac1Uet EXISTING CONTOUR Lake BENCHMARK SET // x 36.82 EXISTING POT GRADE MAGNETIC NAIL SET PROPOSED 1J - TOUR EL.=46.33(NGVD) 4 / 47.3 45.2 / 48.1 PROPOSED SPOT GRADE m9e `00 0 00' 14, -W- PROPOSED WATER SERVICE \ R-30 A=229• �6+ A -OVERHEAD WIRES r 47.5 47,9AIN ' Tp�, N / V104 WETLAND FLAG r Qo e�rP4" O 0 �_TP-4 , 32.10p IL HYD GND ESERVE po_ C� Jy " s o� OJe 47.3 3 0-6 cj ? Tp AREA / WETLAND SYMBOL P LOCUS _ o\ P 4 �2 0l cP // / TEST PIT Great Marsh Rd egg vo o'^ Route 28 46.7 edge a6•e x 47.0 • o : >�-3 x ab/3 � / Y $ BENCHMARK r`Oc 46. x 47.3 O / 80 Route 28 est Q C v w tifoir) St o p 46. i 46• MAY6, E SHU T OFFl 77 p � J :W;; , ?o p" �', N / OO O / �\ i� s LOCUS MAP 4 NOT TO SCALE PROPOSED m / SEPTIC TAN6.3 U FFE� ` x B a6p� PROPOSED. �a6s s 100.6 % �/ / ��•�• DRIVEWAY--. 6 PR POSED 7 TO HOU E(#84 • 45• - 43.9 3�0 35" E '� GENERAL NOTES: 47. •• •� T.O.F.- - 'GARAGE 46.6 / /� 74.8o'' •� 2 a 3sto ro •�, 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 2 r, �s'0 BOARD OF HEALTH AND THE DESIGN ENGINEER. AO• P 48.1 °a5, l /.}� 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \9.0 a •a x ° '\, � % � / OER OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE j N\Z �x49.2 ' a e °� 50�B V W: � 1 LOCAL RULES AND REGULATIONS. W %ass x p^C /- / T / •�• 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE as•9x' 9 _� DESIGN ENGINEER. I x � � 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING x 3 . /• x 34.9 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \a I It �? �I % ,•�36� / \ ( ENGINEER BEFORE CONSTRUCTION CONTINUES. ' / x 39.4� : �./ �-•/^ 332 `- - �! 5. ALL ELEVATIONS BASED ON NGVD. �• � 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 26x 119 9'/ W \\� \ �oOE 0� .�337 �, ono THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 435 - HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 5 �� /.\ ' 3E V 10a t'*1 OF x 41.7 V,01 ISOLATED 32'9 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MAS14 / 34.2 VEGETATED 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. o TERRY / WETLAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ANN Z AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE WARNER No. 38721 No DIRECTED BY THE APPROVING AUTHORITIES. o N+ W Area. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �FGIST �� C°. 52,226t S.F; THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING L s 1.2f Ac. ,� l CONSTRUCTION. BO PARCEL ID. 230-109 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 3 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WETLAND DELINEATIO f REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). JACK VACCARO 18 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE P.O. Box 955 112 W OF M INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. Sandwich, MA 02563 1.a6'�J2 ASSt'C (508) 888-5855 5 �� `� yG FLOOD ZONE DESIGNATION McENTEE x o PETER PROPOSED SEPTIC SYSTEM SITE PLAN MAP NO. � REUSED: JULY 16 562J20014 0 "L N CENTERVILLE, MA No. 35109 84 LOOMIS LANE, NON-HAZARD A EGIsjE �� Prepared for: COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 ZONING CLASSIFICATION: ZONE RD-1 �� I Engineering by: Surveying by: SCALE DRAWN JOB• NO. SETBACKS: FRONT YARD=30' OWNER OF RECORD SIDE/REAR YARD=10' HA "5 Engineering Works, Inc. WARNER SURVEYING 1"=40' P.T.M. 215-15 MILLER NAT N MAXIMUM BUILDING HEIGHT = 30' PLAN REVISIONS 12 West Crossfield Rood 22 Long Rood 6901 MILLER, ROAD DATE ET NO. WIND EXPOSURE CATEGORY: Exposure B BETHESDA, MD 20817 1/4/16 - BUILDING & SEPTIC TANK LOCATIONS Forestdale, MA 02644 Harwich, MA 02645 CHECKED SHE 3/7/16 - BUILDING FOOTPRINT (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 1 Of 2 l i NOTE: TO PREVENT BREAKOUT, THE PROPOSED SOIL LOG FINISH GRADE SHALL NOT BE < EL:44.0 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. PROPOSED D-BOX DATE: SEPTEMBER 9, 2015 (REF. P#14,808) PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES WITNESS: DAVID STANTON RS HEALTH AGENT T.O.F.=49.0 ( F.G. EL.=48.2t F.G. EL.=48.00t F.G. EL.=47.5t F.G. EL.=47.3t R` - _ ' GRADE (MIN.) OVER S.A.S. Elev'. TP 1 Depth Elev. TP 2 Depth MAINTAIN 2% L 10' 5 , , , 47.3 A _ 0„ 47.4 A 0" ® S=1% (MIN.) ® g=1%1(MiN) ® g=»(MIN) SANDY LOAM SANDY LOAM 4"SCH40 PVC 6" 4"SCH40 PVC 4"SCH40 PVC 10YR 4/2 46 9 lOYR 4/2 6» ,o"I a® aB 46.8 B 6„ B 74" ' e aBa�aaBa SANDY LOAM SANDY LOAM INV.=45.75 48' LIQUID aaaaBaa 1OYR 5/6 1OYR 5/6 LEVEL ADD 4' 4.8' 4' 44.6 C1 32" 44.4 36" GAS BAFFLE INV.=44.67 PROPOSED INV.=44.50 INV.=46.00 INV.=45.50 D-BOX EFFECTIVE,WIDTH = 12.8' PERC INV.=43.50 M-C SAND M-C SAND 42"/50" 2-500 GALLON LEACHING CHAMBERS PROPOSED SEPTIC TANK 6/6 SURROUNDED WITH STONE AS SHOWN 2.5Y 2. >20%GRAVEL EL >20%%GRAVEL H-t0 RATED 41.8 C2 66" 41.9 C2 66„ TOP CONC. ELEV.=44.3t BREAKOUT ELEV.=44.00 M-C SAND M-C SAND NOTES: INV. ELEV.=43.50 ease 2.5Y 6/6 2.5Y 6/6 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE eases aaaaa fin . 5%GRAVEL 5%GRAVEL aaaa eases INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=41.50 4' MIN. OF NATURALLY OCCURRING 4' 2 x 8.5'=17.0' 4' 37.3 120" 37.4 120" 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=37.3 - Elev. TP-'J Depth Elev. TP-4 Depth 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS BAFFLE LAKE WEQUAQUET WATER 3/4" TO 1-1/2" DOUBLE 47.5 0" 47.6 A 0" ON THE OUTLET TEE. SURFACE EL.=34.8 WASHED STONE SANDY LOAM SANDY LOAM 3" LAYER OF 1/8" TO 1/2" 47.0 10YR 4/2 6" 47.1 1OYR 4/2 6" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE B SANDY LOAM (OR APPROVED FILTER FABRIC) SANDY LOAM 10YR 5/6 10YR 5/6 44.0 42" 43.6 48" C1 PERC PERC M-C SAND 42"/60" M-C SAND 30"/48" ®®®® ® ®®®® 2.5Y 6/6 2.5Y 6/6 >20%GRAVEL >20%GRAVEL DESIGN CRITERIA _ ®®®®®® ® ®®®® 33" �t w ®®®E35EaE ®® 41.5 C2 72" 41.6 72" c2 NUMBER OF BEDROOMS: 3 BEDROOMS N ? ® ®®® ® ®®®® M-C SAND M-C SAND SOIL TEXTURAL CLASS: CLASS I LOADING RATE=0.74 GPD SF 2.5Y 6/6 2.5Y 6/6 ( / ) 5%GRAVEL 5%GRAVEL DESIGN PERCOLATION RATE: <2 MIN/IN 102" DAILY FLOW: 330 GPD 37.5 120" 37.6 120" DESIGN FLOW: 330 GPD NO GROUNDWATER OBSERVED GARBAGE GRINDER: NO-not allowed with design 4" KNOCKOUT PERC RATE 2 MIN/IN. ("C" HORIZONS) LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 20" DIA. COVER .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 4" KNOCKOUT 4" KNOCKOUT 58" PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED .0PROPOSED SEPTIC SYSTEM SITE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 4" KNOCKOUT 84 LOOMIS LANE, CENTERVILLE, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: .COTUIT BAY DESIGN, 43 Brewster Road, Mashpee, MA 02649 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 500 GALLON CAPACITY, H-10 LOADING Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 215-15 TOTAL AREA:.............................................................. 471.2 S.F. CHAMBERS 12 West Crossfield Road 22 Long Road DATE DESIGN FLOW PROVIDED: 0.74 GPD SF 471.2 SF = 348.7 GPDrestdale, MA 02644 Harwich, MA 02645 CHECKED SHEET NO. / ( ) N.T.S.Iv.r.s. (508) 477-5313 (508) 432-8309 9/18/15 P.T.M. 2 Of 2 rM + I 40 23'-0- PATIO T-11• t1'-0• 6'-]' 11'-1• 3'S' 7-0• 21'-0- q B A5 A5 ANDERSEN ISPD6068 D F E INSWING DOOR Feo ~ � G q GAS F P. < (VERIFY SIZE.MIFF.& 4 GCS MANTEL W/OWNERS) [� BATH/ b \A& 5 MASTER © L'DRY. O LIVING D `\\.®\ BEDROOM © D INSTALL PANUNDER Y1v ",01�1 WID&FLOW CONTROL V /�UJ y VALVE.VERIFY WI •(JI. S- T EE OWNERS 11'A• E•x 6E 2'J' 3'A' 18!4• Z8•x 6'8• ONE HOUR FIRE © 'P RATED DOOR q O` A, { �J x 28_STEEL BEAM FLUSH_BE OVE __ GARAGE ® dol (4•CONC.SLAB b PITCH Y TO O.H.DOOR ———— ——— N r— i W/6 x6 WWF EMBEDDED H i W.I.C. PKT.DOOR DINING REF I D 4 O � 1) PKT.DOOR L----- --- O - I v O n-.iO.O.H.DOOR 9VxT 0.H.DOOR I GE I MASTER I O� CONC. SLED BATH "B KITCHEN "P"°" OPENTO © I (VERIFY KITCHEN I dL G COVE 1 LAYOUTWIOWNER) I ,. I 4 9 ` J n 6 ti ^ © SINK I I � 1'-9• 9-0' 1'E• 9'-0• 1'A'. I a Ao+ E'__ Ir A B C B COVERE q PORCH q AS A AS ' • 12'-0• 3'-10• 8%11• T-3' 40'-0• 23'-0- NOTEs: FIRST FLOOR PLAN 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - - &DIMENSIONS IN THE FIELD FIRST FLOOR =1160 S.F. 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, SECOND FLOOR =1259 S.F. ©SMOKE DETECTOR - --' DETAILS,&FINISHES IN THE FIELD WITH OWNER TOTAL FINISHED SPACE =2419 S.F. ©CARBON MONOXIDE DETECTOR' - - 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - GARAGE = 523 S.F. - HEAT DETECTOR FIRST FLOOR TO BE 6'10"ABOVE SUBFLOOR ON F.F. FULL BASEMENT = 32 S.F. ® 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS PREVIOUS HOUSE CONTAINED 1704 S.F. ' STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2012 OF TOTAL FIRST FLOOR FOOTPRINT. 5.) 110 MPH EXPOSURE B WIND ZONE,2.00 ASPECT RATIO - - THIS NEW HOUSE CONTAINS 1703 S.F. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING WINDOW SCHEDULE PREVIOUS HOUSE CONTAINED 2720 S.F. gam. 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/480LUMBER/BEAMS LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY.ENGINEERING WORKS,INC.WITH TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS - - OF TOTAL LIVING AREA(GROSS FLOOR AREA) A ANDERSEN TW26310 2'-8 1/8" SURVEYING BY WARNER SURVEYING FOR ALL PROPOSED&EXISTING DETAILS. x 4'-0 7/8" DOUBLEHUNG WHICH INCLUDES FIRST.AND SECOND FLOORS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL B A21 2'-0 5/8"x 2'-0 518" AWNING - &A SMALL BASEMENT.THIS NEW HOUSE CONTAINS 2471 S.F. SIMPSON COMPONENTS C CN33 5'-1 1/2"x 3'-5 3/8" CASEMENT 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS D TW2846 2'-10 1/8"x 4'-8 7/8" DOUBLEHUNG TO BE 3000 PSI E TW2432 2'-6 1/8"x TA 7/8" DOUBLEHUNG 11.)VERIFYALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE F TIN 2442-2 5'-0 1/2"x4'4 7/8" DOUBLEHUNG MULLED IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS DURING FRAMING CONSTRUCTION G TW 2442 2'-6 1/8"x 4'-4 7/8" DOUBLEHUNG CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR N0.2 GRADE H TWT2810 2'-10 1/8"x 1'-O 1/2" TRANSOM TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE J ^ AR221 4'-0 1/2"x 1'-S 1/2" AWNING FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES - FENESTRATION oR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY K A321 6'-0 3/8"x Z-0 5/8" AWNING EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION L " AW321 6-0 3/8"x 2'A 7/8" AWNING 0.32 0.60 49 20 1 30 15/19 10(2 FT.DEEP) 10/13 INSTALLER/CONTRACTOR. M TW24310 2'-0 1/8"x T-11 718" DOUBLEHUNG i NOTES: 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR 8 LANDSCAPE - " 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. DESIGNER/CONTRACTOR LDSCAPI IN ETATHE FIELD 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR - WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL �4 16.)SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS GRILLES.LOW-E HP 4 GLAZING W/SCREENS&STANDARDHARDWARE THE DESIGNER SHALL BE NOTIFIED IF ANY BQ" COTUIT BAY DESIGN. LLC NEW HOUSE FOR: ERRORSO TION,SIONS TEBUIL BUILDING UND ON CONK THESEDRAWINGS PRIORTOSTARTOF SCALE DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RERPONSISLff ORTHCMSTE CONTENT 1/4"= 11-0,1 COMMENCES WITHOUT NOTIFYING THE MA�HPS EE,MA. 02649 BATEMAN RESIDENCE DESIGNER OF MY ERRORS OR OMISSIONS. PH. (508) 539-9�Y 0 OFTTH E DRAWINGS ARE OMER NOTED, YOTHEELY RUSEOF DATE : FAX(5O )S3^-J4O2 ' THESE DRAWINGS REQUIRESOTHEEWRITTENF 84 LOOMIS LANE CENTERVILLE MA / CONS DESIGNER ROTR N 3/29/2016 Al ACT OF 1990. CONT.RIDGE VENT • .. TYPICAL ASPHALT ROOF SHINGLES CERTAINTEED VERIFY AM 1•8 FLYING RAKE BOARDS ` COLOR WI OWNERS �W/1 x 3 DRIP BOARD 81x a SUB-RAKE 12 tU TOP OF PLATE - - AZEK 1.4 TRIM w/r SILL N ti 1•8FASCIA8 ip FRIEZE BOARDS SECOND FLOOR �5 - SU_BFLOOR TOP OF PLATE - ® S'C.SHINGLE SIDING 6'wTO WEATHER 0❑O /\ � � � � W/WOVEN CORNERS 00 In I I IF I I UHL J - SUBFLOOR NEW P.T.CA4xS4POST5 FRONT ELEVATION ;+3ANGLEDCTABE W/A2EK INGS 8"HIGH BASE CARRIAGE STYLE O.H.DOORS FROM OVERHEAD DOOR COMPANY CAPE COD SERIES,(VERIFY COLOR) 6J-0° (SHED DORMER) (SHED DORMER) 5'-T A B A5 L E AS K q - H p ' PACCE ACCESS /\ BATH O PANEL- - I • 2@1W=fire- - ? ----------CLOS _ LIN. BEDROOM#2FIF GAMEROOM z6.6a° Ep ©© • I 3.1. 3.S. 3.-1. 13.-1. 4 I HALL ' - 17 '-9 - 2'6'.6'e" ©© © . ON. N N BEDROOM#3 L ©r __a coos. 4 PANEL to i ACCESS n CCESS 1hx I ANEL OPEN TO y ACCESS I I ACCES BELOW I I .ACCESS " PANEL PANEL PANEL - AS ROOF BELOW A T-3" (GABLE DORMER) (GABLE DORMER) (GABLE DORMER)1, (SHED DORMER) '0' 23' " SECOND FLOOR PLAN - _ THE DESIGNER SHALL BE NOTIFIED IF ANY ERROR SOR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: NEW HOUSE FOR• ` THESE DRAWINGS PRIOR DI START OF COTUIT BAY DESIGN. LLC CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD - WILL BE RESPONSIBLE FOR THE CONTENT 1/4"IN THESE DRAWINGS IF CONSTRUCTION — MASHPEE,MA. 02649 gATEMAN RESIDENCE COMMENCES OF AN ERRORS OR OMISSIONS. A2 ' PH.(508)274-1166 THESE OMER NOTE SOLE OTHER THE USE FAX(50S)539'9402 OF THE OWNERNOTED.ANYOTHER USE OF DATE THESE DRAWINGS REQUIRES THE WRITTEN 84 LOOMIS LANE CENTERVILLE, MA ACTOFN9�THE DESIGNER THE ARCHITECTURAL COPYRIGHT PROTECTION 3/29/2016 CONT.RIDGE VENT TYPICAL ASPHALT ROOF SHINGLES CERTAINTEED VERIFY COLOR W/OWNERS TOP OF PLATE C AZEK 1 z 8 FASCIA.SOFFIT& FRIEZE BOARDS ' SECOND FLOOR SUBFLOOR_ - TOP OF PLATE _E m W.C.SHINGLE SIDING 5'+-TO WEATHER W/WOVEN CORNERS FIRST FLOOR SUEFLOOR REAR ELEVATION AZEK 1z 8 FLYING RAKE BOARDS r _ 12 W/1z31DRIPBOARD81za SUBM E 10 12 12 10 a 10 TOP OF PLAM TOPMPLA SECOND FLOOR SECOND FLOOR SUBFLOOR_ - SUBFLOOR_ TOP OF PLATE TOP OF PLATE ® AZEK1z4 TRIM W/7 SILL FIRST FLOOR FIRST FLOOR SUBFLDOR SUBFLOOR LEFT SIDE ELEVATION RIGHT SIDE ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY Ea�OO COTUIT BAY DESIGN, LLC NEW HOUSE FOR• THESE D AWING OMISSIONS ARE FOUND ON SCALE : DRAWING NO. THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT - / IN THESE DRAWINGS IF CONSTRUCTION 1/4//- 1 -0" MASHPEE NA. 02649 DCON ESIGNS OF ANHOUTN ERRORS OR THE OMISSIONS. PH.(508)274-1166 BATEMAN RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 THESE THE OMER DRAWINGNOTED.QUIMy RES THEW USE OF DATE : �� THESE DRAWINGS REQUIRES THE WRITTEN 84 L O O M I S LANE C E N T E RV I L L E MA CONSENT TOF URAL DESIGNER UNDERP TH ROTECTION �] ' ARTHOITE9�NRALCOPYRIGHTPROTECTION /Z"/GO1 V 4V-s- 2so• NAILING SCHEDULE 4'0 -0 r-r Bnv 110 MPH EXPOSURE B WIND ZONE so• JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING A t ROOF FRAMING:DOUBLE BAND JOISTS.FLUSH FRAME A5 BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END BASEMENT IJOISTS WI JOIST HANGERS BASEMEN RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END • ------ WINDOW WINDOW - ----- --- WALL FRAMING: I — I OINTS STUD O STUD(FACS AT E NAILED)S(FACE NAILED) 2-166dd 2�66dd 2<o.c. - -- -- - - - - - - - - - -- -- - -- --------- 1 (p I DROP TOP of FOUND. I HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES I FLOOR FRAMING: AT DOOR I I JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST —J I I BLOCKING TO JOISTS(TOE NAILED) '2-Bd 2-1Od EACH END ————— NOTE:ENGINEER D JOIST I I I BLOCKING TO SILL E TOP PLATE(TOE NAILED) 3-iEd 4-16d - EACH BLOCK TO BE FIRE PROTECTED.1 I LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 116d 4-16d EACH JOIST I 4, CRAWLSPAC y,GWBOR MINERALWOOL I I I JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-10d PER JOIST I (4•CONC.SLAB WI6 MIL INSULATION. I I BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST Y I BILCO'C' I 67 POLY UNDERNEATH I I I_ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-1 PER FOOT BULKHEAD ROOF SHEATHING: FUL' ( I • I I WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16•o.0 8d 10d 6'EDGE/B'FIELD ——— 9 1/?•IJOISTS @ RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 1Od 4 EDGE/4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 1Od 6'EDGE/6'FIELD I 7' T T' -0 �' GARAGE I GABLE END WALL RAKE OR RAKE TRUSS Bd 1Od 6'EDGE/6•FIELD DOUBLE BAND JOIST ( I I I. W/STRUCTURAL OUTLOOKERS _ (5•CONC.SLAB I GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4•EDGE/4•FIELD r PITCH2'TOO.H.DOOR I I i I W/6x6WWFEMBEDDED I I CEILING SHEATHING: 11 3l4 x11 WL G — — I — — I I I GYPSUM WALLBOARD Stl COOLERS — �7'EDGE/10'FIELD L —Z J I I I WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. ed 10d. 6'EDGE/12'FIELD BEAM I I —— TYP.BEA - I I 112'8 25132•FIBERBOARD PANELS' .. ed — 3'EDGE/6"FIELD PKT. I I TYPIC 4'DIA, I PKT. _ ( I ,112'GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10'FIELD STEEL LALLY COLUMN I i - y I I - I FLOOR SHEATHING: . POST FROM I� II II II I DROP TOP OF FOUND. WOOD STRUCTURAL PANELS(PLYWOOD)' I AT O.M.DOORS I 1'OR LESS THICKNESS Id 10d 6'EDGE/12'FIELD TYPICAL 36'x 06•x t5• L—————— —— J I GREATER THAN 1'THICKNESS 1. 1. 6'EDGE/6'FIELD I •� p1 CONCRETE FOOTING W — -_ — ——————— BASEMENT I I v 44BARS BOTH WAYS ----- — ------- I WINDOW — -------- — -------- CONC. APRON SIMPSON STHD14 STRAPS - - I I I I PER O.H.DOOR DETAIL ' Fll L H P SIMPSON STMD14 STRAPS SIMPSON STHD14 STRAPS I M�ljl IPER OH.DOOR DETAIL PEROHDOORDETAIL BASEMENT I I STUD AT EACH SIDE OF ALL ROUGH OPENINGS (4•CONO SLAB) I -0 B's— — — — — — I WINDOW ——————————————————— — — — —————— 2x6WALL - P. 6•o.c A UUNND.lE ALL HEN TYP.10'CONCRETE FOUNDATION A5 SOLIDS LOCKING AT THE v WALLS W/2 pd HORIZONTAL BARS END TWO JOIST BAYS A5 JOIST HANGERS AT TOP 8 BOTTOM OF WALL (�d8'o.c. JACK STUD GRADE 60 BARS ' (ROUGH OPEN W G) - _ BES Wl2TYP 4KEY CONCRETE FOOTWGS STUD DETAIL (LOAD -BEARING WALL) 6HY 10'DIA I.BIG OOTFOETE FOOTINGS NGS W/DE DIE.TH TO FOOTINGS +. - GRAD EATHIM SO BELOW GRADE.USE SIMPSON ABU68 - POST BASE INSTALL TWO FULL HEIGHT SNDS S TWO JACK 40-0• 2T• SND AT EACH SIDE OF ALL ROUGH OPENINGS FOUNDATION PLAN WINDOW 2x6WALL " - • (ROUGH OPENING) JACK STUD STUD DETAIL (NON-LOAD BEARING WALL) } 15' INSTALL W8'ANCHOR BOLTS AT 28'o.c.MAX. W/SIMPSON BPS S18-3 BEARING PLATES • 6' B' PLACE BOLTS WITHIN T-15'OF EACH CORNER AND TO A 8'MINIMUM DEPTH APPLY CAULK OR TAPE AT ALL SHEATHING - - j ❑• SEAMS AND THE TYVEK NOTE: VAPOR BARRIER— ALSO APPLY ADHESIVE UNDER WALL ❑_ - INSTALL 5M'.MC OR BOLTS AT 28'o.c.MAX. B PLYWOOD FLOORING AS SHOWN 28'o.c. PLACEBOON PS 51I3BE SING NG EACH PLATES IN THIS DETAIL FOR THE SECOND - APPLYCAULKOR FLOOR FRAMING - DEPTH CORNER AND TO A 8'MINIMUM APPLY CAULK OR ADHESIVE UNDER ADHESIVE WHERE P.T.2 x 6 SILL W/SEALER PLATE INDICATED i E) ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL SCALE:1/2"=1'-O" SCALE:1/2"=1'-0" - 4 I DETAIL AT FIRST FLOOR j 8 Q No COTUIT BAY DESIGN, LLC NEW HOUSE FOR• ( THEDEDRAWINSIGNER SHALLBENOSTAR IF ANY ERRORS OR OMISSIONS ME FOUND ON SCALE : DRAWING NO.. 43 BREWSTER ROAD CONSTRUCTION. THEBPRIO BUILDING STCONTR JJ�Ir///11L CC CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411- 1 -011 MASHPEE,MA. 02649 IN THESE WITHOUT NOTIFYING THE A PH.(508)274-1166 BATE MAN RESIDENCE DESIGNEROFANY ARE ERRORSOROMISSIONS. �� FAX(50 )539-9402 OF T E OWNER NOTED. 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PH.(50 d 274�-„66 BATEMAN RESIDENCE THESE DRAWINGS ARE SOLELY FOR THE USE A5 FAX(5O 539-9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE: THESE DRAWINGS REOUIRES THE WRITTEN 84 LOO M I S LANE C E N T E RV I L L E, MA ARCHITECTURALAR OEPYRIGHT PROTECTION 3/29/2016 .. 3-1 314'x 16-LVL WI JOIST HANGERS 2 x 4'S @ 16-o.c. 12 12 3> / 2t a, - aGTIBa iWFi u'alrE T✓p MATL �� TOP OF PLATE 1 v4.laTT av1 /// TYP.10 GYP.BOARD\ \ / / ON 1 x 3 STRAPPING \ �12 //// MASTER \� NAo amBs <.m omm 191 2� / BEDROOM \�\ 14'T a G PLYWOOD \ \ Bib OM Mi M\IlID TO NWT[l SUBFLOOR-GLUED 8 NAILED \ m euvs 6 Ise sum IMua Ai Y 04 SECOND FLOOR SUBFLOOR ®ilmcTo od 1NLL lfel 4s 14'AJ525 ENGINEERED JOISTS@i6'o.c. TOP OF PLATE aavx Mm r OL a ALL TBY01G aamt,<81tDF Nm _ 2 x 12 WEB FILLER BLOCKING 5/8'FIR3EgCTORDgE GGYP.BD. PLUSTYP. EACHS DE PER�NOIST LED oc.IN GARAGE ING@IT WALL I I MANUFACTURER REQUIREMENTS CONST. 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S x 6 POSTS ON ON ONOTUBES TO 4LOW GRADE USE SIMPSON ABU 66 POST BASE a W/2z4KEY '1 AC 68 ACE 6 POST CAPS A SECTION @ DINING/LIVING AS THE DESIGNER SHALL BE NOTIFIED IF ANY COTUITBAYDESIGN: LLC NEW HOUSE FOR: ERRORSCTION.OMISSIONS EBUILDINGCONON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BERESPONSIBLE FOR THE CONTENT 1/4"- 1'-011 THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 COMMENCESS WITHOUT NOTIFYING THE PH.(508 274-1166 BAT E MA N RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. 6`/ THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50d)539 9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE THESE 84 LOOMIS LANE CENTERVILLE, MA ARCHIDRAWINGSREDUIRESGHT THE PROTECTION CONSENT OF THE DESIGNER UNDER THE 3/29/2016 A6 ARCHITECTURAL COPYRIGHT PROTECTION