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HomeMy WebLinkAbout0100 BAY VIEW ROAD If t, -....\- . 1 0 0 ---Ba.‘i \I I et,e__) 6,ez_ot r-B i..--- - i 0 ''''1.,4'?elk,- , ,f.,.' I* ....4 1 ' 4.... .-',:r -''''' . ti • Pi • . 4 '. u , f,► +�I ���. ''^'� L ►� ` ter.v$' ,1 u r t 4 . •• j • • - is - - - 0 From: Anderson, Robin Robin.Anderson@town.barnstable.ma.us Subject: Bedroom Restriction Date: Jan 3, 2019 at 3:22:57 PM To: donga735@gmail.com Cc: Karle, Darcy Darcy.Karle@town.barnstable.ma.us, Florence, Brian Brian.Florence@town.barnstable.ma.us Hi Mr. Anderson, Darcy Karle, Director of Conservation asked me to contact you in order to let you know how to remove the restriction from your property that prevents you from creating a bedroom above your detached garage. It is my understanding from an earlier discussion with the Building Commissioner that because the restriction is noted in a ZBA decision, you must unfortunately return to that forum to remove officially remove it. I would suggest that you speak to one of the planners in the Planning Dept. (508-862-4678)regarding how to best approach this matter and file for an amendment. Perhaps there is a way to expedite the matter in light of the circumstances?I am not familiar enough to offer you counsel in this matter. I must also point out that Darcy made me aware that the next Conservation hearing is on 1/15/19. I understand your desire is appear at that hearing but this may be an ambitious endeavor as the ZBA must amend the governing decision before Conservation can go forward. In the meantime, it may be worthwhile to check with Conservation staff regarding the proposed outside modifications necessary to allow safe access to the proposed finished area on 2nd floor of the garage. Additionally,there may be building code matters that should be explored with regards to the creation of habitable space/bedroom in a detached accessory structure before you finalize your plans and apply for permits. This research can commence without formal approval by another other board and in the long run it may benefit you to know the code requirements beforehand. I am available to assist you in navigating this process should you have any other questions or concerns. Please feel free to contact me via email or call me directly at 508-862-4027. Robin Robin C.Anderson Zoning Enforcement Officer 20o Main Street Hyannis,MA o26oi 508-862-402Z Shea, Sally Re:100 Bay View. The property owner (Mr. Anderson) came into our department to inquire about adding a bedroom in the detached garage/workshop on his property for family members. n c r'," He was alerted to a ldeed restriction that was recorded that would restrict the detached structure from being finished for a bedroom. He informed me he was told to find out from the Building Dept. why the restriction was in place as Conservation did not know. • There is a ZBA decision for a demo rebuild. The proposal met all requirements of 240-941 except the setback was non-conforming as proposed. • Condition # 2. States The dwelling shall not exceed three bedrooms as defined by the Board of Health and shall be connected to public water and Town sewers'. �-��y • There is an order of conditions that was located ro Conservation dated Aug 20,2008 • Condition # 8. ` A deed restriction (in a form approved by the Conservation Agent) and restricting the garage from having any bedrooms should be recorded at the •istry of Deeds'. • The floor area ratio is at ..22 of the .30 requirement presently. There will be not . dditional footage added other than at least one dormer to the accessory structure. • After speaking to Fred about this it appears that Conservation will guide him accordingly to remedy the restriction �\e Building Departmentw aa allonn additional bedroom. . .-'r auwo I would like to help Mr. Anderson and am not sure where to start as Conservation has imposed in aDeed Restriction that would prohibit the garage/workshop conversion. Sally Shea Cc- Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 �\ AID n e)(\°-Pt Lv\1__ J(1(\)O ,c.- \(Y4r 1 McKean, Thomas From: McKean,Thomas Sent: Wednesday, December 05, 2018 4:17 PM To: Florence, Brian; Brigham,Anna Cc: Karle, Darcy Subject: C1i00:Bay View Road,-Barnstable/Zoning Board of Appeals Decision/Special Permit No. 2009-039 Brian,Anna, Darcy, The current owner of the above-referenced property, Don Anderson, sought my assistance at the counter this afternoon regarding a restriction on his property, limiting the number of bedrooms to a maximum of three. The property is connected to public sewer After a thorough research of the Health Division file and Zoning Board of Appeals file regarding this matter, I don't see any reason to restrict the number of bedrooms at this property. In 2009 it was,and continues to be, common practice for the Public Health Division to approve the construction of bedrooms, without limitation, at properties connected to public sewer. The Public Health Division has no objections to the construction of additional bedroom(s) at this property. Sincerely, Thomas A. McKean, RS, CHO Director of Public Health Town of Barnstable 200 Main Street Hyannis,MA 02601 508-862-4640(telephone) 1 • Shea, Sally From: Shea, Sally Sent: Wednesday, December 05, 2018 2:39 PM To: Florence, Brian Subject: 100 Bay View Road. Hi Brian, Re: 100 Bay View, Barnstable Looking for some guidance as to how to assist a homeowner. The property owner (Mr. Anderson) came into our department to inquire about adding a bedroom in the detached garage/workshop on his property for family members. He was alerted to a recorded Conservation deed that would restrict the detached structure from being finished for a bedroom. He informed me he was told Conservation did not know why this deed restriction was imposed. • There is a ZBA decision for a demo rebuild. The proposal met all requirements of 240-941 except the setback was non-conforming as proposed. • Condition # 2. States The dwelling shall not exceed three bedrooms as defined by the Board of Health and shall be connected to public water and Town sewers'. • There is a deed restriction filed (per Conservation) and recorded restricting the garage/workshop from being converted to a bedroom. Recorded on 6/11/2008. • An order of conditions from Conservation states in Condition # 8. 'A deed restriction (in a form approved by the Conservation Agent) and restricting the garage from having any bedrooms should be recorded at the Registry of Deeds'. • The floor area ratio is at .22 of the .30 requirement presently. Mr. Anderson proposes to keep the same footprint and add dormer(s) to create the bedroom. • Darcy Karle is looking into reviewing the tapes of the meeting to get a better understanding as to why Conservation imposed a deed restriction. Please let me know how best to advise Mr. Anderson to proceed regarding this matter. It appears Conservation holds the bulk of the restrictions. Should they approve this, would Mr. Anderson be allowed to add this bedroom as a matter of right or would he need ZBA approval? Much appreciated. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 ao6°i 659 c 1 �t� &_dykoorris 3 Vim- �u f � az.+.; yYr «. `�'3 s a�i 3 y ��� t. 5,:: �,* a �S He r s s744: 3 Pnnted, 1215i2018 CfomEp{taint Call Report z ', ,..sip '" � ass "� r �y '"' f ;'�. ,. , , 4 BANNSIABI E, to: N r 1%, f" ; ,, -t 100t PAY VIEWf ROAD �A�RNSTABL FOMPt -' °���� ,_ � v � ar a f.,a_ wl ws; ww a r. .,...e"iSl' ' ,,,_. �% .3 :. mom, G,� .. «�..?.,�. _... .. ,.�H,.,,,...",,,ate:� ,,,,, -fir.,.".,... -� Case#: C-18-2 Address: 100 BAY VIEW ROAD, Date: 12/5/2018 BARNSTABLE Owner Info: Property info: ANDERSON, DONALD G 8 MBL: DEBORAHL 3 SPRUCE STREET#3 319-030 BOSTON MA 02108 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Zoning, Low Priority Walk-in Complaint Summary: Request for service. Owner would like to add an additional bedroom on the property in the detached structure. Presently there is a deed restriction from conservation. There is also a ZBA decision on record. Action History: Action Taken Date Description Fee Inspector Inspector Assigned to Complaint: andersor Filed by: sheas Comments: Comment Date Commenter Comment 12/5/2018 sheas Darcey Karle from Conservation is looking into why this property was deed restricted liIII1!I;: ..,".,. ._ =�,'ucn .�............... .',�..,,, "«,.. 62 0 1 I �oFT r� Town of Barnstable *Permit# ►�)i.. �O� Exp'e 6 mon -in issue ate r _ Regulatory Services F • BARNSrABLE, I ��i ; ,��' Thomas F.Geiler,Director �Dp'tA . Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 31 '1 [ 0 50 Property Address (,O0 ArSi�/'(EUJ — y2) (1 1 p ' b J ®'residential Value of Work. jt OOO t73 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address L,rA it t(0 ' 6t45O AI a STG—r to OOc 1(� Contractor's Name ` -pern Or LOGILS. Telephone Number Z5b&— 430— 011 Home Improvement Contractor License#(if applicable) l 3 I'7 S` Construction Supervisor's License#(if applicable) '1 L (4 f "RESS PERMIT ❑Workman's Compensation Insurance 7 , I Check one: �:. ',. �. 1' ❑ I am a sole proprietor ❑ I am the Homeowner TOWN OFBARNS TABLE. © 'ave Worker's Compensation Insurance Insurance Com an Name n j� +Uv��(�Y Company l C�Y I ._ Workman's Comp.Policy# CC O cA LpV 17_0 l Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors Replacement Windows/doors/sliders.U-Value .+2.9 (maximum .35)#of windows (, *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home I rovement n ctors License&Construction Supervisors License is required. SIGNATURE: C't�!'{J t!'.atW•Q C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doe Revised 072110 • b1.IKEi Fes. aeart8Tnsr.e, • .639. , ' Town of Barnstable MAi Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstahle.ina.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I. ,\AAAeS 1-" Q ' c 4'4 ,as Owner of the subject property hereby authorize ?A''FP-.l,O t It:UULSto act on my behalf, in all matters relative to work authorized by this building permit application for: too ZiAq \VO . �- S i-C, (Address of Job) • 20-11 Sign tur of Owner Date JAmn Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. CaUsersldecolliklAppDatalLocal\MicrosotuWindowsvremporary Internet FileslContent Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 Town of Barnstable Regulatory Services t BARNSTABLE, • �MAss /g Thomas F.Geiler,Director t639 �0 Eo " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 • Fax: 508-790-6230 November 23, 2011 Attorney Ralph C. Copeland 355 Bridge Street Osterville,Ma 02655 Re: 100 Bay View Road, J Map 319 Parcel 030 Dear Attorney Copeland: This letter is in response to your inquiry of November 16, 2011 concerning the aforementioned property on behalf of your clients, Mr. &Mrs. Gruhn. According to our discussion, it is your contention that the owners of the subject property, Mr. &Mrs. Laugharns have violated condition number 4 of Special Permit 2009-039 issued to them by the Zoning Board of Appeals. It is my understanding that the issue at hand concerns a distant ocean view that is now compromised by the growth of vegetation including three new cedar trees. It appears to me that the previously open vista is about 350' feet long by about 10' wide. This site line is approximated from the porch located at 75 Harbor View. Furthermore, it is my understanding that you seek remedy by virtue of an order to clear, trim or replace plantings as necessary in order to restore the aforementioned view. You have also referred to the adopted list of"Trees& Shrubs for Coastal Environments" for a mandatory selection of plantings. I am now compelled to inform you that I consulted with Darcy Karle, Conservation Agent concerning this matter and in fact we reviewed the conservation filing and the photos you supplied together. In addition, we examined the aerial photos available to us in order to identify the vista line and compare the vegetation before and after the issuance of the special permit. I am informed by Ms Karle that a planting plan was approved by Conservation in July 2010. I am also informed that that site line travels over a pre-existing isolated wetland containing natural vegetation and subsequently contains additional mitigation vegetation added during the construction phase of the project. This wetland area is not allowed to be cut or trimmed and must be left to develop naturally without interference. • I noticed that your written description of the photos reference that this area was cleared by a well-intentioned abutter on behalf of your clients. You should be aware that this action actually constitutes a wetlands violation and should not be encouraged to continue. At this juncture, I must inform you that after considerable consideration in conjunction with Darcy Karle our conclusion is that that the actual obstruction to your client's distant view is the result of natural growth and not due to the actions or inactions of subject property owner. Therefore, it is my opinion that your allegation of a violation to condition four of the special permit is without merit. 17ely, 6,61,14_,04)/(ItA Robin C. Anderson Zoning Enforcement Officer 1 • Message Page 1 of 1 Kane, Darcy From: Karle, Darcy Sent: Monday, November 21, 2011 1:43 PM To: Anderson, Robin - Subject: Laugharn Residence- 100 Bay View Road, Barnstable Hello Robin, I looked closer into the Conservation filing for 100 Bay View Road. SE3-4710. A planting plan,which included a plant list, was approved by the Commission on July 20, 2010. The plan is dated July 15, 2010. By Land Design Inc. The planting plan included, high bush blueberry, pussy willow inkberry, flat top aster, stiff aster wild blue lupin, and grasses. It also included 6 eastern red cedars. The "site line"referred to by the property owner at 75 Harbor View Road, is over 350'from the porch to the beach. The"site line"described is over the top of an isolated wetland that had preexisting natural vegetation growing on either side of it along with additional mitigation plantings added during the construction project. The vegetation that was added near or in the wetland along with the preexisting vegetation along the edges will not be allowed to be cut or trimmed in the future. Darcy ?ar(e • Conservation Agent Conservation Division 200 Main Street Hyannis, MA 02601 508-862-4041 • • 11/21/2011 r rs 4 . .cr S r I ebot C c. MINI / q .us:r.......,_,,.....„ ,,,„ ,. . r { st rY �¢ (}ta 3�t4y�• �(' ti •()rt.` ' k , p�f rt,ryf :.t - � t �� >��r t�,` a ,..14.,,,,.; ,i'f���;'��,;44�s1«�it ,,1.•,•;„,,,,,„. ', b de}�I fir, � ,� `� t 4,4 t�$jyyj,, e�i ,,�y,; r +{ hey AK as ;'/ 4: V 'fin `� u. it 1 e 4 p !,-"1'•' t � _r, -.. '(, 11 ,{i•t 1` i . t ' • t. to —.—. , �4j' 't . •ier ^- p r• Aa.._""'t sw-.. 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Copeland From: "Bill Gruhn"<bgruhn@gis.net> Date: Tuesday,October 25,2011 7:42 PM To: "Ralph Copeland"<ralphcc@verizon.net> Attach: P16.JPG;P25:JPG;P26B.JPG;P24.JPG;P20.JPG;W003.jpg;W008.jpg Subject: Pics P16 - is 'a panorama of the scene P25 - is looking out from our porch P26B - is from our lot line P24 - Is the view from Lougharn's yard looking back at the wild vegetation in the wet area P20 - is the view from inside Lougharn's lot forward of the wild stuff showing what our view was a few years ago. It also shows the 3 new cedar trees they just planted and which as they grow will block the view even more. All the wild stuff on the right hand side of the pictures straddles the lot line on the Harbor View road side. Last year I spoke to the Harbor View Rd. owner, (Lyons) about it and this year he cleaned it all out on his side of the line. Hooray! 11/16/2011 RALPH C. COPELAND ATTORNEY AT Law 355 BRIDGE STREET OSTERVILLE,MASSACHUSETTS 02655 TELEPHONE FAX: 508 428 7200 508 420 7200 E-MAIL:RALPHCC@VERIZON.NET October 27, 2011 James & Justine Laugharn 16 Robinson Park Wmchester, MA Re: Landscaping at 100 Bay View Road, Barnstable, MA. Dear Mr. And Mrs Laugharn. - This office is counsel to Mr. and Mrs. August Gruhn who own a summer cottage on Harbor View Road directly behind your house at 100 Bay View Road, Barnstable, MA. They have consulted me concerning their rights and your obligations re the obstructions of their water view caused by vegetation that has grown too tall located on your property. I have reviewed the zoning board decision of the Town of Barnstable which granted you the special permit to build your"new house". That decision promulgated a condition that only low growing shrubs were to be planted. The obvious purpose and intent was keeping the Gruhn's water view clear. Although you were not at the meeting,the Gruhn's letter to the ZBA is a matter of record and your representative was made aware of the concern, although he was not directly involved with landscaping issues. In an effort to be succinct I am requesting on behalf of the Gruhns that as a good neighbor you will rectify the condition,just as your neighbor Mr. Lyons did. If you would kindly acknowledge receipt of this letter and advise of your intentions concerning this issue, same would be appreciated. You can either call me, email me, or respond by U.S. mail. I look forward to hearing from you and I will diary for a response by November 10th with the hope that no further action on my part will be needed. Sincerely yours, Ralph C. Copeland cc. Bill&Ellen Gruhn(by email) RCC y. . ,..ir../ /, fief 1 ri'. r M', ,. ram:', '.'C '_-p_h`S r j 1�ib Y. . 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' Y y G,• r,u� I i�'i ri�ky �a. .- .4:1.pr. ---4-,' *"� a �'�•"0 1 ` ...r ` .dam r, "PPP�+rf % yE � _ 'Y r --., _..• ^ - _ "' .. �-"_` .1 �_ "�- Ts - •' �T�r i•". _fir- r � � .i.�.et► �,.li�s'� 4v��'�"�',�__}4• �• 1 " 4/4/22, 10:14 AM ClearCompany 4 On Call Deputy Wiring Inspector, Building On Call Deputy Wiring Inspector, Building Marc Shirey Sunday, March 6,2022 7:46 PM Requisition Id:22-01-16 i * Indicates a required field Town of Barnstable Employment Application Human Resources 230 South Street, Hyannis MA 02601 Phone:508-862-4694 Fax:508-790-6307 www.town.barnstable.ma.us humanresources@town.barnstable.ma.us An Equal Opportunity/Affirmative Action Employer The Town of Barnstable is an equal opportunity employer and does not discriminate against any applicant because of race,color, religion,sex, marital status, national origin,age, disability,sexual orientation or any other class protected by federal,state or local law.Any person who needs assistance in fully participating in the application process should contact the Town of Barnstable Human Resources Department. A fully completed application is required for each position applied for.Also,"see resume"is not acceptable in any field. I.CONTACT INFORMATION First Name* Last Name* Middle Name* Marc Shirey Scott Street Address City State or Province 14 Everett Rd Bourne Massachusetts. Zip/Postal Code Country* 02532 UNITED STATES. a Mobile Phone Number* Secondary Phone Number Email Address* 5082948403 5087435022 jmsshirey@comcast.net II. POSITION APPLYING FOR https://townofbarnstable.clearcompany.com/recruiting/applyonline/snapshot/1f60af9c-3d0a-476d-cd7e-8c4f91 a63f38/56467219-d6f7-4bb2-5751-be3c... 1/10 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, ., r 'P .�fn o `cOOWS yg< Map Parc I b0 6'' / pplicatioh # c b . ,'S" Health Division S I 5 ;"1 '( i� `Date Issued U t tl° A Conservation Division ,1 It) e p,,, -App l lication Fee • �r PlanningDept. Permit Fee ae.9-?:�. Date Definitive Plan Approved by Planning Board f. '0,7;)._0D Historic = OKH Preservation / Hyannis Project Street Address I(YL), 31k.L\ V'f_A_0 ICE • VillagefKbL. Owner antZ et r)( h Kg L a i IYir iAddress ')Lp (le)brmai powki U)0 rthei-efirau Telephone •--1W)- -10/- (5(.0 ? Permit Request ) 1,Lfi('% of- voshp digiturici. a Y/ / 1l &Aa5 ) b.t a sivIlLt -60-Ail oitivir). ard dtricked . qa,raA,e , - ' ) Square feet: 1st floor: existing l'3 Wproposed I 11 t 2nd floor: existing ({ proposed '172., Total newa)1 3 Zoning District 217j Flood Plain NA Groundwater Overlay • Project Valuation 4CO1o0 Construction Type WOOD Lot Size Q 51 aa(,5 Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(# units) Age of Existing Structure SC1 LtaLP Historic House: ❑Yes %'No On Old King's Highway: ®'Yes ❑ No Basement Type: ❑ Full 'Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) I •Y Pc Basement Unfinished Area (sq.ft) j l 12— Number of Baths: Full: existing; new p2 Half: existing new NM-- Number of Bedrooms: .3 existing new Total Room Count (not including baths): existing (9 new 7 First Floor Room Count 5 Heat Type and Fuel:Fu �as ❑ Oil ❑ Electric 0 Other Central Air: ❑'Yes CINo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing dnew size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ ,p Attached garage: U existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 7:11 Ei o }::: L-.. 'N Zoning Board of Appeals Authorization / Appeal # 2009 - O3�( Recorded UV . _ -n x. `o Commercial 0 Yes Zo If yes, site plan review # 73 Current Use c 'NK,L f {'+ Proposed Use �f/V ( 91 '• • co r APPLICANT INFORMATION - . _ - -RAM( OncS(BUIL OR�HHOMEOWNER)* _ - ' 3- -Name r�" O ' C1h , r' ` f sfelephone Number - Ufl 1 Address v5 I Tba, alc License # i A 1 q )__ athat-ytiAk 1 ma 02C�L)CP Home Improvement Contractor# I b )15 I Worker's Compensation # WCCS-COiCii&Oi2009 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO On cSi k f 1 , COci a yos-al SIGNATURE DATE /114) 2 FOR OFFICIAL USE ONLY ' { APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER • DATE OF INSPECTION: 3 �6 FOUNDATION �� �-% tr.- dj o - 5�� � f�., • r0 a a� S - 'o Pfz_ 1 FRAME j ``of`Tty® Pl=f r% (a -1 S 1 �� a INSULATION P O f (o • FIREPLACE ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH FINAL • GAS: ROUGH FINAL 1 FINAL BUILDING x DATE CLOSED OUT • ASSOCIATION PLAN NO. �j"� ti Town of Barnstable ` ,,-" �� Building Department - 200 Main Street a ,, BARNSTABLE� Hyannis, M A 0 2601 9 MASS $ 1639. . (508) 862-4038 ArFo�a Certificate of Occupancy Application Number: 200905442 CO Number: 20100210 Parcel ID: 319030 CO Issue Date: 12101110 Location: 100 BAY VIEW ROAD Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: BARNSTABLE Gen Contractor: PATRIOT BUILDERS Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: 1 / -- ---/0 Building Department Signature Date Signed a ' (0-;IHE . ti • TOWN OF BARNSTABLEBuUing 1 1 i , 9► Application Ref: 200905442 - •It BARNSTABLE, I Issue Date: 02/05/10 Permit KIIASS.39• Applicant: PATRIOT BUILDERS ,'mi 6, Permit Number: B 20100195 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/05/10 Location 100 BAY VIEW ROAD Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 319030 Permit Fee$ 2,295.00 Contractor PATRIOT BUILDERS " " • r Village BARNSTABLE App Fee$ 100.00 License Num ` 072814 . • Est Construction Cost$ 450,000 F, • 1 Remarks l APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW 3 BEDROOM SINGLE FAMILY DWELLING THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LAUGHARN,JAMES 8r JUSTINE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 16 ROBINSON PARK , ,` INSPECTION HAS BEEN MADE. WINCHESTER, MA 01890-3746 ' - P"'P Perinza----' ' Application Entered by: PRI Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. • 4.PRIOR TO COVERING STRUCTURAI;MEMBERS(READY TO LATH). S.INSULATION. / } 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. , WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. ,A PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). POST-:THIS Ch'•-® 0 SO T H A'T 'TIS`IB ( . EEET ` ' -. : . x, _. .N..... .. `kaf..,b-..x ,sw,. •',. ;�,n.r, `'t�9,,,.• ,Ci:,u..,�"�,yn,�»n� R.nor,,,e»s rr,4�`✓r� ..LV,19,, : A•, BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS OA 1 /3 6 1 �1.1e6 1. / //6) westrrxecAO S6 L - - u / 'al o 4 r 2 Pz�() " " tf �O 2"T 1�1Y11• � ` 'S II- dl1 t> 2Vv �fI �� 1.( G'!'�-tom olC��`�-I—IO 9 W &.,.-2--,R.' El.—..,.L.,,,„ 0 ���� � P 3 . g--01 G.-A - o( - pi" 1 Heating Inspection Approvals Engineering Dept V‘ 1M _ ���/`l~ � il—�i� �jr HS N` `Der t v,ti ten : I# f+s e OK , I o P( f t-el b(c_ 1 ia-i -/6 Fire Dept i. • 2 i Board of Health it, r ` "r e r•l n Cii.,. 1., b 111, I of a//d T 1 ,�Ni t�-Io- c� To�r\ we�r 1 S 741 i 1 PROJECT NAME: uePto I ,Bolt-D ADDRESS: 100 -1)f4-/ v( e PERMIT# Z-001 � D PERMIT DATE: 2.1 S I 10 M/P: 3 VI 030 LARGE ROLLED PLANS ARE IN: BOX 8 SLOT D 1. Data entered in MAPS program on: Z S to BY: J q/wpfiles/archive . 1 1 a I e ,00k., �4VR$U IT OFExC.P Q� tt IV ,� Ska'6‘e gp �n o{gS N`9h�Nay '. jV • • nIODELING'C ; -) --I "`�'a 3 CD Y t-- Jul 1 2009 .,, ; r: c:a -1-o 3 Old King's Highway District Committee c Town of Barnstable, MA > 200 Main Street r Hyannis, MA 02601 �+ rn co Re: Certificate of Appropriateness application for: James and Justine Laugham 100 Bay View Rd. Barnstable, MA **Revised Plans** Dear Members of the Committee, I am submitting revised plans for the above referenced property with the following changes, which address the concerns stated by Committee members at the hearing on 7/8/09: 1. Lowered grade around foundation to it's pre existing elevation of 17.5' (proposed was elevation 18.0') 2. Dropped top of foundation elevation to 18.5' (proposed was 19.5'). As a result, the ridge will be 12" lower, relative to existing grade, than originally proposed. 3. Added grilles to the double hung windows on the North Elevation 4. Changed hipped roof on screened porch to gable facing north I have also enclosed a copy of the original Certificate of Appropriateness for this property, which was approved on 8/13/08. Please note that the spec sheet on this application calls for Azek trim. Based on this information,we had no reason to believe that this would not be an acceptable material, therefore we ask the Committee to approve this project with the current spec sheet submitted, and the revisions stated above. Thank you for your consideration in this matter. Respectfull D ECEOVE i s JUL 022009 Patriot Builders, Inc. TOWN OF BARNSTABLE HISTORIC PRESERVATION Phone 508 430-0771 537 Rte. 28 Harwichport,MA 02646 www.patriotbuilders.com Toll Free 866 430-0771 Fax 508 432-7789 NCI :( 1 naBrE" Single 9-1/2" AJS® 140 APG Joist1lstFloor\DR17 BC CALC®2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 "Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\DR17 - Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable,Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1144 Misc: 11 , . 11111111 - 111 ,, 1 I 1 1 , 11 1. 1 1111 .yt ,.-`T' ,p 3 r , ,� �.L' e'er+ . y-'.. 0 ,..r ,„,,.x"t. . F ' st „ , "�r`�„ 0 - C .> 3-4 sf >- _. �u' .r t 9 r- JY 3 }3".2,�,. ;Y"Te sit.y�. .�-: "'?'.. x� Y' }.; s s'axr .. 3 -.g a 'k 7 ''-.F: ., ' - :i -tiik -.:.,�''r .7......a.:m.::_t_x. ,�,.._,.,.,�„Y, . .. :_. '�:� ^_'.-'..Y f...Yux3 k�'-"�, `- P.,u`r 3 s n F sus S ass,.. `f a'�., nfo i-xA,A 2 12-06-02 "Wil 15-01-14 li BO,6-7/8" B1,3-1/2" B2, 1-3/4" LL 312 lbs LL 912 lbs LL 350 lbs DL 60 lbs DL 228 lbs DL 81 lbs Total Horizontal Product Length=27-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 27-08-00 40 10 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,357 ft-lbs 55.4% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -1,586 ft-lbs 64.7% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 421 lbs 43.1% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1,120 lbs 47.7% 100% 1 2-Left particular application.Output here based Cont. Shear 598 lbs 51.5% 100% 1 2-Left on building code-accepted design properties and analysis methods. Uplift 10 lbs n/a 16 1 - Left Installation of BOISE engineered wood Total Load Defl. L/755(0.24") 31.8% 16 2 products must be in accordance with Live Load Defl: L/899 (0.201") 53.4% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.055" 10.9% 16 1 building codes.To obtain Installation Guide Max Defl. 0.24" 24.0% 16 2 or ask questions,please call Span/Depth 19.0 n/a 2 (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJST"" %Allow %Allow ALLJOIST®,BC RIM BOARDTM' BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"^,SIMPLE FRAMING BO Wall/Plate 6-7/8"x 2-1/2" 372 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 2-1/2" 1,140 lbs 17.4% n/a Versa-Lam 2.0 PLUS®,VERSA-RIM®, B2 Beam 1-3/4"x 2-1/2" 431 lbs 13.1% n/a Versa-Lam 2.0 VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. cy (...)-\--7 ..„.....( - ----V Page 1 of 1 o0S '° Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Bearm11stFloor\DR18 BC CALC®2.0 Design Report-US 3 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 'Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\DR18 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma ' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: V 114, 11 1i11i1 � 11iii � 1i1 � � 1 ,• 1 � � 4, 4, i — 111 , 4, sp ,L r bLi x" V. '' ...��_.:�. .,i..._...Y._LLW._:.".. 5's_..,�:?+', Y>K..€ .t�.?;LL,c... �{", ,,, 3 .t.._...,.- s = ':' .� / 3 :.s.r...cY _—� 06-05-12 06-04-08 06-05-12 � BO,4" B1,3-1/2" B2,9" B3,4" LL 1,750 lbs LL 4,293 lbs LL 14,925 lbs LL 1,750 lbs 1 DL 429 lbs DL 1,085 lbs DL 9,486 lbs DL 429 lbs SL 0 lbs SL 7,379 lbs Total Horizontal Product Length=19-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 19-04-00 40 10 14-03-00 3 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Right 06-05-12 06-05-12 10,632 8,401 7,379 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,702 ft-lbs 12.9% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -3,237 ft-lbs 15.5% 100% 20 2-Right be verified by anyone who would rely on End Shear 1,361 lbs 14.4% 100% 14 1 -Left output as evidence of suitability for Cont.Shear 2,096 lbs 22.1% 100% 18 1 -Right particular application.Output here based Total Load Defl. L/3,236(0.023") 7.4% 14 1 on building code-accepted design Live Load Defl. L/3,837(0.019") 9.4% 14 3 propeatoes and analysis methods. Installation of BOISE engineered wood Total Neg. Defl. -0.012" 2.4% 14 2 products must be in accordance with Max Defl. 0.023" 2.3% 14 1 current Installation Guide and applicable Span/Depth 7.8 n/a 3 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM BO Wall/Plate 4"x 5-1/4" 2,178 lbs n/a 13.8% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, B1 Post 3-1/2"x 5-1/4" 5,377 lbs n/a 39.0% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B2 Post 9"x 5-1/4" 31,789 lbs n/a 89.7% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Wall/Plate 4"x 5-1/4" 2,178 lbs n/a 13.8% Unspecified PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. • Page 1 of 2 c [16[E" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Bearn\1stFloor\DR18 ,BC CALC®2.0 Design Report-US 3 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\DR18 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure r_�.I b d —� Completeness and accuracy of input must 1 I be verified by anyone who would rely on a output as evidence of suitability for • particular application.Output here based on building code-accepted design properties and analysis methods. • L• • Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®, BC RIM BOARDTM,BCI®, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTh,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install screws from both sides,staggering screws by%2 of the spacing to avoid splitting. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Concentrated loads are not considered in side load analysis. L.L.C. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 in I: @SEE,. Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1stFloor\DR19 BC CALC®2.0 Design Report-US 3 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor1DR19 - Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: 4 G Jr iliiJ, Y, 1 1 1 l ! 1 11 ! .1. 111 I VIiIvvIv1111V111 Iv yI..�.. s x 3�-...�� x�.e tK. ni0 i li ��..:..:pl �..___';W ...If _._ .,3$,. s P.n "e�i n -120 07-01-04 06-03-08 09-01-04 BO,7-15/16" B1,3-1/2" B2,3-1/2" B3,6-1/4" LL 866 lbs LL 7,468 lbs LL 1,346 lbs LL 254 lbs DL 195 lbs DL 2,158 lbs DL 398 lbs DL 93 lbs Total Horizontal Product Length=22-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 22-06-00 40 10 01-04-00 4 Reaction from Designs12ndFl... Conc. Pt. (Ibs) Left 04-01-04 04-01-04 1,875 541 n/a 5 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 08-01-04 08-01-04 6,041 1,686 n/a % Controls Summary Value Allowable Duration Case Span Disclosure Pos. Moment 3,783 ft-lbs 18.1% 100% 20 2- Internal Completeness and accuracy of input must Neg. Moment -4,656 ft-lbs 22.2% 100% 18 1 - Right be verified by anyone who would rely on End Shear 944 lbs 10.0% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 7,271 lbs 76.7% 100% 18 2-Left particular application.Output here based on building code-accepted design Uplift 145 lbs n/a 16 1 - Left properties and analysis methods. Uplift 10 lbs n/a 16 3- Right Installation of BOISE engineered wood Total Load Defl. U3,474(0.022") 6.9% 16 2 products must be in accordance with Live Load Defl. L/4,009(0.019") 9.0% 16 2 current Installation Guide and applicable Total Neg. Defl. -0.012" 2.4% 16 1 building codes.To obtain Installation Guide Max Defl. 0.022" 2.2% 16 2 or ask questions,please call Span/Depth 10.9 n/a 3 (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJST"" %Allow %Allow ALLJOIST®,BC RIM BOARDTM BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Wall/Plate 7-15/16"x 5-1/4" 1,061 lbs n/a 3.4% Unspecified SYSTEM@,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 5-1/4" 9,626 lbs n/a 69.8% Unspecified PLUS@,VERSA-RIM®, B2 Post 3-1/2"x 3-1/2" 1,743 lbs n/a 19.0% Unspecified VERSA-STRAND®,VERSA-STUD®are B3 Wall/Plate 6-1/4"x 5-1/4" 346 lbs n/a 1.4% Unspecifiedtrademarks of Boise Wood Products, ° L.L.C. Cautions Uplift of 145 lbs found at span 1 -Left. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Paae 1 of 2 I:t n Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam11stFloor1DR19 BC CALC®2.0 Design Report-US 3 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\DR19 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b r—d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design • • • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSN, ALLJOIST®,BC RIM BOARDTM' BCI®, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMT"",SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install screws from both sides,staggering screws by%2 of the spacing to avoid splitting. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are:SDS 1/4 x 3-1/2 Paae 2 of 2 I MCDOWE' . Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam11stFloor\DR20 1 BC CALL®2.0 Design Report- US 5 spans ( No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\DR20 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 \CI Misc: \C/ V v . 1. I o 2 1 1 , 1 1 .( .>r 1 JJ, ,,4 ii ,H1, 1 a'y 1o.. � �1 h: �,. nr- k''4' `��3 t Y"" '�'s� �3T��, k' S :. � v"p 4 '£��� cx - 't,.Y �- ,.r 1 4 --;..tp.- ` ax,z ,�,�„�` .� p y.,`s.u" x ..'fix )tee. tv �. ,.,x,s3 �`";. za"'t'+Y.x" _g r5..� *k �' " . .t'Fx -Yt^Ta r o-..x",�" :'��r.-s- $ -u..,_z,q F _dt" _._LL . ltfi.-.. �,:._.y a Y3 t�$.t'.J. t,,,,._.,._o . "'� ,:r''l:i'F'_„„,,.t z, »...6,,.._i. .4,„W'r'*£ a,:,,-,„„w ,} �'t 4,'�`.�..3..'. . ., �,, '... 06-07-06 03-07-06 i'` 06-03-08 06-10-14 0 06-10-14 .ram"="_.�._.y:_ I� ��' �� �+, Tsu BO,3-1/2" B1, 11" B2,4" B3, 11" B4,3-1/2" B5,3-1/2" LL 3,411 lbs LL 8,676 lbs LL 7,994 lbs LL 11,685 lbs LL 4,528 lbs LL 1,801 lbs DL 1,258 lbs DL 3,582 lbs DL 2,013 lbs DL 2,986 lbs DL 1,186 lbs DL 418 lbs Total Horizontal Product Length=33-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 33-04-00 40 10 14-00-00 2 Unf. Lin. (pif) Left 00-00-00 13-02-12 0 120 n/a 3 Standard Load Un .Area(psf) Left 00-00-00 13-02-12 40 10 14-00-00 4 Unf.Area(psf) Left 00-00-00 13-02-12 0 10 06-00-00 5 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 13-02-12 13-02-12 1,731 72 n/a 6 Reaction from Designs\1stFl... Conc. Pt. (Ibs) Left 19-06-04 19-06-04 7,466 2,158 n/a. Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,830 ft-lbs 41.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -7,671 ft-lbs 55.0% 100% 18 1 -Right be verified by anyone who would rely on End Shear . 2,947 lbs 46.7% 100% 14 1 -Left output as evidence of suitability for Cont. Shear 4,289 lbs 67.9% 100% • 18 1 - Right particular application.Output here based Total Load Defl. L/1,006 (0.076") 23.8% 14 1 on building code-accepted design ° properties and analysis methods. Live Load Defl. L/1,274 (0.06„) 28.3% 14 1 Installation of BOISE engineered wood Total Neg. Defl -0.028" 5.6% 16 3 products must be in accordance with Max Defl. 0.076" 7.6% 14 1 current Installation Guide and applicable Span/Depth 8.7 n/a 4 building codes.To obtain Installation Guide or ask questions,please call • %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJST"" BO Post 3-1/2"x 3-1/2" 4,669 lbs n/a 50.8% Unspecified ALLJOIST®,BC RIM BOARDTM,BCI®, B1 Post 11"x 3-1/2" 12,257 lbs n/a 42.5% Unspecified BOISE GLULAMT*^,SIMPLE FRAMING B2 Post 4"x 3-1/2" 10,007 lbs n/a 95.3% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Post 11"x 3-1/2" 14,671 lbs • n/a 50.8% Unspecified PLUS®,VERSA-RIM®, B4 Post 3-1/2"x 3-1/2" 5,714 lbs n/a 62.2% Unspecified VERSA-STRAND®,VERSA-STUD®are B5 Post 3-1/2"x 3-1/2" 2,219 lbs n/a 24.2% Unspecified trademarks of Boise Wood Products, ° P L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 0 ENDOSIE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Bearn11stFloor\DR20 BC CALC®2.0 Design Report-US 5 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1 stFloor\DR20 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: ' Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure i 1 b -- d —� Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design properties and analysis methods. • L—• • Installation of BOISE engineered wood products must be in accordance with eL current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT"' BCI®, Connection design assumes point load is `top-loaded'. For connection design of'side-loaded' BOISE GLULAMT"^,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded ply. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are:SDS 1/4 x 3-1/2 • • Page 2 of 2 0 • :-01381E" Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\1stFloor\FB01 _BC CALC®2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\FB01 _ Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 • U V 111111 •/v ! 111 ! 11111 , i ! !111 , 11 ! . 1l111 , 1 J . - ! 1v i L ._x..._� a t 2 tY ._-_ " " w . . ' # xx 'z 9 :.z - B, ' ; "` , *a x a '.r ' j 4 s . : z3 o o i wf.:4 a, , gyp:;_ - ». ut z ,,,,00 :4 m -a _ ml � � m _s r r v. a ti. 07-01-04 ' 15-04-12 BO,7-15/16" 81,3-1/2" B2,6-1/4" LL 828 lbs LL 8,593 lbs LL 511 lbs DL 31 lbs DL 2,601 lbs DL 211 lbs Total Horizontal Product Length=22-06-00 Load Summary Live Dead • Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 22-06-00 40 10 01-04-00 4 Reaction from Designs12ndFl... Conc. Pt. (Ibs) Left 04-01-04 04-01-04 1,578 458 n/a 5 Reaction from Designs\2ndFl... Conc. Pt. (lbs) Left 08-01-04 08-01-04 6,338 1,769 n/a Controls Summary _value %Allowable Duration Case Span Disclosure Pos. Moment 2,908 ft-lbs 13.9% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -7,559 ft-lbs 36.1% 100% 1 1 - Right be verified by anyone who would rely on End Shear -780 lbs • 8.2% 100% 16 1 -Left output as evidence of suitability for Cont. Shear 8,597 lbs 90.7% 100% 1 2-Left particular application.Output here based Uplift 741 lbs n/a 16 1 -Left on building code-accepted design ° properties and analysis methods. Total Load Defl. L/1,130(0.159') 21.2% 16 2 Installation of BOISE engineered wood Live Load Defl. L/1,481 (0.121") 24.3% 16 2 products must be in accordance with Total Neg. Defl. -0.036" 7.2% 16 1 current Installation Guide and applicable Max Defl. 0.159" 15.9% 16 2 building codes.To obtain Installation Guide Span/Depth 18.9 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST® BC RIM BOARDTM BCI®, BO Wall/Plate 7-15/16"x 5-1/4" 859 lbs n/a 2.7% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Post 3-1/2"x 5-1/4" 11,195 lbs n/a 81.2% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 6-1/4"x 5-1/4" 722 lbs n/a 2.9% Unspecified PLUS® VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 741 lbs found at span 1 -Left. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 IMIDESIE Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam11stFloor1FB01 BC CALC®2.0 Design Report- US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 1stFloor\FB01 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b - —d — — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based i on building code-accepted design • L—• • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®, BC FRAMER®,AJSTA°, ALLJOIST®,BC RIM BOARDT"^ BCI®, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install screws from both sides,staggering screws by 1/2 of the spacing to avoid splitting. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are:SDS 1/4 x 3-1/2 • Page 2 of 2 EIIry Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR10 BC CALC®2.0 Design Report-US 2 spans ! Left cantilever 10/12 slope Monday,January 25,2010 08:45 l 'Build 287 i File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR10 . Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: I \/ ,- 111111111 1 11 , ® 1111111 � 1111111 , ..„ g111i, 1i ix - a xa` 1 x'"Yr . }q N-�-,.,:-v.�t a -r3' '� v h ? ".a '�aa z: -a x Y�.i+'a,, x -wf d 3 "R- ..=J F^s � � �s?j ,} Z -�-` 2' x lX ...F � '.K i. ��+. 3 ]i �3� � s"`�,�-,x�'��n"i .. 4.c.'�:f 3"x xM' .p •did- zY n..i r da �: v .3 x3"1.�:'N��f �y 3* L.+a+�'" t� a � __.y32" as�,..�,_ {�h.+�r.��.... a a-.# �vs K�,. � y3- S.3"t��'-j i� �-:� a-....:.c„_r-_s ," -:Y '�«n.. .� _.�a E.ttt,.;._ i at .?" as... itm �a• . to , s s s - 01-01-00 .i.c._.-_._._ ,_._.._a..._._�_ -5-�...3:....:_T`l2- sq ... C.._..:._.. s.,s:..: _ .__. .._._.__._, _._�_t.ri.A_s._.._.,���.2:;i:,�}. 3"'.,.9L' 12-04-08 -`a B1,5-1/2" B2, 1-3/4" LL 388 lbs LL 332 lbs DL 876 lbs DL 83 lbs SL 1,347 lbs Total Horizontal Product Length=13-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90°/a 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 13-05-08 40 10 01-04-00 2 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 00-00-00 00-00-00 653 1,238 n/a I Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,098 ft-lbs 7.9% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -2,093 ft-lbs 13.1% 115% 2 1.-Right be verified by anyone who would rely on End Shear -344 lbs 5.4% 100% 16 2-Right output as evidence of suitability for Cont. Shear 1,896 lbs 26.1% 115% 2 1 -Right particular application.Output here based on building code-accepted design Uplift 29 lbs n/a 13 2-Right Total Load Defl. 2xL/947(0.027") 19.0% 13 1 -Cantilever propertiesao and analysis methods. Installation of BOISE engineered wood Live Load Defl. 2xU1,173(0.022") 20.5% 13 1 -Cantilever products must be in accordance with Total Neg. Defl -0.048" 9.6% 13 2 current Installation Guide and applicable Max Defl. 0.055" 5.5% 16 2 building codes.To obtain Installation Guide Span/Depth 15.5 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER@,AJSM Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM,BCI®, B1 Wall/Plate 5-1/2"x 3-1/2" 2,611 lbs n/a 18.1% Unspecified BOISE GLULAMT1,SIMPLE FRAMING B2 Wall/Plate 1-3/4"x 3-1/2" 415 lbs n/a 9.0% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Design meets Code minimum(2xL/180)Total load deflection criteria. L.L.C. Design meets Code minimum(2xL/240) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram b r._d —1. — a • * • • c —►1 e L a minimum= 1-1/2" c=6-1/2" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 3-1/2 Page 1 of 1 • 13 $II E- Single 9-1/2" AJS® 140 APG Joistl2ndFloorlDR11 _BC CALC®2.0 Design Report-US 3 spans I Left cantilever 10/12 slope Monday,January 25,2010 08:45 Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR11 i Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1144 Misc: 11111111 -11. 111111111111111111111 � 111111111 .a 3%-s 5,{�, r ,i':. k n A. ,,'axes,4 ,c , .v,i . c'rc. ,.-,q..t,.. ,s i. „.y . ..p x ,,sL F +.,.� ,,, ...s.�'3..... ..1,„,+F st yf l.q: -_.w_..-..r^r_.- ':'. : ...:iq,, f.kk:o r...-.�, ..J>,....xt.,.v+:.,:..a_4.g..-gy,....�...7awa>... r.__..�.f„ap„ u t.�:' . .. ° 3 r" "1a�a,: xk zzg 1-�1:,� �f -� .,..,.�._k..s.�'; ...w.,� ^-a .,,_ �:a'".. ..?Yr.3T`.3V.,u ._.....�. �:wr.Yy- 01-01 12-04-08' 14-11-06 B1,5-1/2" B2,3-1/2" B3 LL 357 lbs LL 917 lbs LL 345 lbs DL 251 lbs DL 208 lbs DL 81 lbs Total Horizontal Product Length=28-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 28-05-08 40 10 16" 2 Conc. Lin. (plf) Left 00-00-00 00-00-00 0 120 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,360 ft-lbs 55.5% 100% 14 3- Internal Completeness and accuracy of input must Neg. Moment -1,554 ft-lbs 63.4% 100% 20 2-Right be verified by anyone who would rely on End Reaction 424 lbs 42.1% 100% 14 3-Right output as evidence of suitability for Int. Reaction 1,105 lbs 47.0% 100% 20 3-Left particular application.Output here based Cont.Shear 592 lbs 51.1% 100% 20 3-Left on building code-accepted design properties and analysis methods. Total Load Defl. L/752(0.239") 31.9% 14 3 Installation of BOISE engineered wood Live Load Defl. U909(0.197")- 52.8% 14 . 3 products must be in accordance with Total Neg. Defl. -0.065" 13.1% 14 2 current Installation Guide and applicable Max Defl. 0.239" 23.9% 14 3 building codes.To obtain Installation Guide Span/Depth 18.9 n/a 3 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®, BC FRAMER®,AJSTM Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM BCI®, B1 Wall/Plate 5-1/2"x 2-1/2" 607 lbs n/a n/a Unspecified BOISE GLULAMTM,SIMPLE FRAMING B2 Wall/Plate 3-1/2"x 2-1/2" 1,125 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Hanger Load n/a 426 lbs Unspecified n/a Hanger PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 : EW ,. Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR12 BC CALC®2.0 Design Report-US 2 spans I Right cantilever 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR12 . Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer:. ' Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: 0 11111111111 j"' r -Tf r y ,t ,Y,z * f,,,," i sa -r` sx 'K4,1 h `, -rc w i 3ha . .. s i.'` ,t„y.'. F. '+,7ayT'3' £'5j o.£`.-�'""s a�' r 'x q',,� ,,f,k— x4 `y"c.5,.rx,y'' :3 3k',''tk..a `:o f:.i`s",,"�:`5' 3.a _--'�--^z.�._ "i,> - :- .....:.may a 4; :..t ,W ..75- }"r'`s ri'V..,K0" k-y '' '- r � ,r ..-.__: ... ��,x,- 12-09-04 ..r. .L._._....,3_ k;,:�..�_.2.�u� s..3::;.:_.?��k._:J.�z' �.... a;..•.s. �...,..._ ..,_..a=:� 01-01-10 BO B1,5-1/2" LL 346 lbs LL 399 lbs DL 1,372 lbs DL 1,034 lbs SL 1,413 lbs SL 494 lbs Total Horizontal Product Length=13-10-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 13-10-14 40 10 01-04-00 2 Unf. Lin. (plf) Left 00-00-00 13-10-14 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 05-10-14 15 30 10-00-00 4 Reaction from Designs\Level ...Conc. Pt. (Ibs) Right 04-00-00 04-00-00 92 135 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,509 ft-lbs 46.8% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -101 ft-lbs - 0.7% 100% 1 2-Left be verified by anyone who would rely on End Shear 2,499 lbs 34.4% 115% 13 1 -Left output as evidence of suitability for Cont.Shear 1,591 lbs 21.9% 115% 2 1 -Right particular application.Output here based Total Load Defl. L/366(0.412") 65.5% 13 1 on building code-accepted design properties and analysis methods. Live Load Defl. L/693 (0.218") 51.9% 13 1 Installation of BOISE engineered wood Total Neg. Defl. -0.109" 21.9% 13 2-Cantilever products must be in accordance with Max Defl. 0.412" 41.2% 13 1 current Installation Guide and applicable Span/Depth 15.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM' BO Hanger Load 3"x 3-1/2" 3,130 lbs n/a 39.8% HHUS410 ALLJOIST®, BC RIM BOARDTM BCI®, B1 Wall/Plate 5-1/2"x 3-1/2" 1,927 lbs n/a 13.3% Unspecified BOISE GLULAMT"',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Header for the hanger HHUS410 at BO is a Triple 1-3/4"x 16"VERSA-LAM®2.0 3100 SP. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 • ME' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam12ndFloor\DR12 BC CALC®2.0 Design Report-US 2 spans I Right cantilever 10/12 slope Monday,January 25,2010 08:45 •Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR12 _ Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b r d — Completeness and accuracy of input must be verified by anyone who would rely on a I output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design • • • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®, BC RIM BOARDTM,BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded ply. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 4: rESE' Single 9-1/2" AJS® 20 MSR Joist12ndFloor1DR13 BC CALC®2.0 Design Report-US 2 spans I Right cantilever 10/12 slope Monday,January 25,2010 08:45 'Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR13 _ Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1144 Misc: T111111114 „ 44 / v44 1v .; 11 v ! al141414o ! 1 ! R l x . - am e h ' s g 1 s #t k l k o� oam tk %-- y z" vi xy � ; a m. aa � _mbpJ t w � k 2h, ro 12-09-06 il 01-01-10 BO B1,5-1/2" LL 515 lbs LL 602 lbs DL 146 lbs DL 212 lbs • Total Horizontal Product Length=13-11-00 j Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 13-11-00 60 15 16" 2 Conc. Lin. (plf) Right 04-00-00 04-00-00 0 60 16" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,118 ft-lbs 62.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -64 ft-lbs 1.9% 100% 1 2-Left be verified by anyone who would rely on End Reaction 645 lbs 64.1% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 769 lbs • 32.7% 100% 1 1 - Right particular application.Output here based Cont. Shear 678 lbs 58.4% 100% 1 1 -Right on building code-accepted design ° properties and analysis methods. Total Load Defl. L/592(0.257 ) 40.5/0 14 1 Installation of BOISE engineered wood Live Load Defl. L/785 (0.194") 61.2% 14 1 products must be in accordance with Total Neg. Defl. -0.062" 12.4% 14 2-Cantilever current Installation Guide and applicable Max Defl. 0.257" 25.7% 14 1 building codes.To obtain Installation Guide Span/Depth 16.0 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®, BC FRAMER®,AJSTM' Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®, BC RIM BOARDTM',BCI®, BO Hanger Load 2"x 2-1/2" 661 lbs n/a n/a IUT310 BOISE GLULAMTM',SIMPLE FRAMING B1 Wall/Plate 5-1/2"x 2-1/2" 814 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Cautions VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Header for the hanger IUT310 at BO is a Triple 1-3/4"x 16"VERSA-LAM®2.0 3100 SP. L.L.C. Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets User specified(L/480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 O BOISE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1DR15 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 'Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR15 Address: 100 Bayview Rd Specifier: be City,State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: llllla11111 ! 111. 11 i � i i ii 1 1 � � e � l � 111le � lllil � 1 4,3+ z> j ,.3.o- zd a , a x *a,,;. _'iz' 3x' y —r- •„ t- k .I ..k, .F r".✓ x r 9 .0 v w - t'"., z P > 1 --s.-- . ,,o s3 't„,, ,'i ,, kd x ,, #'. F •;.. 3"" .zy fYs g ' 3-*,,.,. •-e .i._>r- a, }S k„_; �. 3 :,-,, , ;3 `3' ,,_._,_.:w,o. �"'_- a u; _ �.0 _ _.-+'1 il{� 13-00-02 BO B1,5-5/16" LL 513 lbs LL 528 lb s DL 313 lbs L 542 lbs SL 223 lbs SL 542 lbs Total Horizontal Product Length=13-00-02 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start . End 100% 90% 115% 133% 125% Trib. 1 Standard Load lint Area(psf) Left 00-00-00 13-00-02 60 15 01-04-00 2 Reaction from Designs\Level ...Conc. Pt. (Ibs) Right 04-00-00 04-00-00 429 765 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 4,808 ft-lbs 30.0% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -1,433 lbs 19.7% 115% 2 1.-Right be verified by anyone who would rely on Total Load Defl. L/605 (0.247") 39.7% 2 1 output as evidence of suitability for Live Load Defl. L/884 (0.169") 40.7% 2 1 particular application.Output here based Max Defl. 0.247" 24.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 3"x 3-1/2" 1,048 lbs 22.4% 13.3% HHUS410 or ask questions,please call 61 Wall/Plate 5-5/16"x 3-1/2" 1,569 lbs n/a 11.2% Unspecified (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTm Cautions ALLJOIST®,BC RIM BOARDTM BCI®, Header for the hanger HHUS410 at BO is a Triple 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP. BOISE GLULAMT^",SIMPLE FRAMING Hanger HHUS410 requires(30) 10d face nails, (10) 10d joist nails. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Fastener Manufacturer: Simpson Strong-Tie, Inc. • Page 1 of 2 :°' OSEE Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor\DR15 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 ' Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR15 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for f • 4-• • particular application.Output here based c on building code-accepted design • L_• • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with —4.— e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®, BC FRAMER®,AJSM, ALLJOIST®,BC RIM BOARDN,BCI®, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLULAMTM,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded ply. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are:SDS 1/4 x 3-1/2 • 1 • Page 2 of 2 : l'ESEE- Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1DR16 ' BC CALC®2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 'Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR16 Address: 100 Bayview Rd Specifier: be City,State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: W 0 Q W 1 ... .1( i .1 1 1 .I..' 1 st. i .J, I 4 4 ,„ 4 t i .1r. i 4 4, 1 1 1 4. t 4 4 i 4 .4 4 1 , 4 4. 1_ I. _ 11 ! Jr 11 _ J 41414444 J1 ! „ I44 �_ � 1 1 , ‘,. a Jr 1 , 11114. 11F111 1 � 11LI1 , 1 � 1111 ! 41 i11 'rv1 y, n% � .. ", � u,i,,..r,ns,r if y •r, _ .,.l.#, 2,O,t ,k. it y , •iT°,.,st,7-S' . ..� t'F 1-,q.->,.,s2-�.k,x -7 3 M:., �f a-' . '' a J .>'x ^, , k S- s3' }i ,'404 _. „yC,_.'}:4 .a' j x x._ 4''� 4�E, 3 .SxE.}S I 1 , 3r %�' s - ^"' ; .r'-�... i 3 k s„sa.. fi 3 $ - �,, a4 �� . . r. rxt' u . �.P. -:,-;. .t.. _.s�••:..;.. .�._ ,.�-�,;A_cs ,�,r. 9 ...:< -;gt...szC.�3f1: ., x� _ w.,J�.`.... J�..,�..Le r,a,s�c.�•� �,. .t i 3Ss, `.?'"�d � 13-02-04 06-09-12 BO B1 B LL 4,149 lbs LL 10,632 lbs LL 2,315 lbs DL 3,660 lbs DL 8,401 lbs DL 982 lbs SL 3,322 lbs SL 7,380 lbs SL 970 lbs Total of Horizontal Design Spans=20-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 20-00-00 40 10 07-03-00 2 Unf.Area(psf) Left 00-00-00 20-00-00 60 15 - 06-06-00 3 Reaction from Designs\2ndFl... Conc. Pt. (lbs) Left 02-07-00 02-07-00 346 1,372 1,413 n/a 4 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Right 02-07-00 02-07-00 346 1,372 1,413 n/a 5 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 08-07-00 08-07-00 513 313 223 n/a 6 Reaction from Designs\2ndFl... Conc. Pt. (lbs) Right 08-07-00 08-07-00 513 313 223 n/a 7 Unf. Lin. (plf) Left 00-00-00 20-00-00 0 80 n/a 8 Unf.Area(psf) Left 00-00-00 20-00-00 15 30 14-00-00 Controls Summary Value %Allowable Duration . Case Span Disclosure Pos. Moment 28,298 ft-lbs 43.9% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -32,274 ft-lbs 50.1% 115% 2 2-Left be verified by anyone who would rely on End Shear 8,905 lbs 48.5% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 12,751 lbs 69.5% 115% 17 1 -Right particular application.Output here based Uplift 684 lbs n/a 14 2-Right on building code-accepted design properties and analysis methods. Total Load Defl. L/742(0.213") 32.3% 13 1 Installation of BOISE engineered wood Live Load Defl. L/1,073(0.148") 33.6% 13 1 products must be in accordance with Total Neg. Defl. -0.025" 5.1% 13 2 current Installation Guide and applicable Max Defl. 0.213" 21.3% 13 1 building codes.To obtain Installation Guide Span/Depth 9.9 n/a 1 or ask questions,please call (800)232-0788 before installation. Cautions BC CALC®,BC FRAMER®,AJSTM Uplift of 684 lbs found at span 2-Right. ALLJOIST®,BC RIM BOARDT"',BCI®, BOISE GLULAMT"",SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (L/360)Live load deflection criteria. trademarks of Boise Wood Products, Design meets arbitrary(1")Maximum load deflection criteria. L.L.C. Minimum bearing length for BO is 2-7/8". Minimum bearing length for B1 is 6-3/4". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 iiUSE" Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam12ndFloor1DR16 BC CALC®2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 • Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR16 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure '•--1 b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design • • • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c= 13" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®, BC RIM BOARDT"^ BCI®, Connection design assumes point load is'top-loaded'. For connection design of'side-loaded' BOISE GLULAMT"',SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install screws from both sides,staggering screws by%of the spacing to avoid splitting. PLUS®,VERSA-RIM®, Member has n VERSA-STRAND®,VERSA-STUD®are o slde loads. trademarks of Boise Wood Products, Concentrated loads are not considered in side load analysis. L.L.C. Connectors are:SDS 1/4 x 3-1/2 Page 2 of 2 0 r CDINBEE' Double 9-1/2" AJS® 20 MSR Joistl2ndFloor1DR22 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 ' Build 287 16"OCS I Repetitive I Glued&nailed construction File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description:2ndFloor\DR22 . Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1144 Misc: eTM r AS c" � S;V r t ?x $ � I�F R F Y } xt � yV � 0 ,a r < � `14-08-12 BO B1 LL 393 lbs LL 393 lbs DL 540 lbs DL 540 lbs Total Horizontal Product Length=14-08-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 14-08-12 40 10 16" 2 Unf. Lin. (plf) Left 00-00-00 14-08-12 0 60 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 3,435 ft-lbs 50.6% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 929 lbs 46.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/658(0.269") 36.5% 1 1 output as evidence of suitability for Live Load Defl. L/1,562 (0.113") 30.7% 1 1 particular application.Output here based Max Defl. 0.269" 26.9% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 18.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 933 lbs Unspecified n/a Hanger or ask questions,please call B1 Hanger Load n/a 933 lbs Unspecified n/a Hanger (800)232-0788 before installation. BC CALC®,BC FRAMER® AJST" Notes ALLJOIST®,BC RIM BOARDTM, BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTm,SIMPLE FRAMING Design meets User specified(U480)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA RIM PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. Page 1 of 1 ER i; ISLE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor1DR23 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR23 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: • G � y. . x.r : a a: Y 4 :.wg 3 y' F a . ,a i '� ? 4T r r3 :Fe.g: -iVil , om a k. i 4 h i s R ' 4 7 9 } � Yi A' gk. .- P fS 'Le ' G - iV f Y ( g n i t ,g: g %,06-05-08 BO,3-1/2" P 61,3-1/2" LL 807 lbs LL 346 lbs DL 1,645 lbs DL 1,346 lbs SL 1,517 lbs S1 SL 1,1961bs 1 Total Horizontal Product Length=06-05-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 06-05-08 40 10 06-03-00 2 DR21 Conc. Pt. (Ibs) Left 02-10-08 02-10-08 2,527 2,713 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 9,153 ft-lbs 57.0% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3,620 lbs 49.8% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/729(0.099") 32.9% 2 1 output as evidence of suitability for Live Load Defl. L/1,286(0.056") 28.0% 2 1 particular application.Output here based . Max Defl. 0.099" g.g% 2 • 1 on building code-accepted design Span/Depth 7.6 n/aproperties and analysis methods. 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,969 lbs n/a 43.2% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3,350 lbs n/a 36.5% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST" Notes ALLJOIST®,BC RIM BOARDT"" BCI®, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (L/360)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Fastener Manufacturer: Simpson Strong-Tie, Inc. VERSA-STRAB VERSA-STUDs,are trademarks of Boise Wood Products, L.L.C. Connection Diagram r--1 b r._ a t • 7 • • • L--• • -1.-] e k..- a minimum= 1-1/2" c=6-1/2" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is `top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. I Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: SDS 1/4 x 3-1/2 Page 1 of 1 f BOISE' Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor\DR7 BC CALC®2.0 Design Report- US 2 spans 1 No cantilevers 1 0/12 slope Monday,January 25,2010 08:45 ' Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR7 . Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: i 1111111111114111 ! 111i11111111 . ,L1 � 11 � 1111- 1 3 . c' x _ fix' x _ a x x g s y X . i 3 �f-- s - r. ' d, J .of r t ..z .�,e ti �y' ',i - s... _il „ .k _ n3,r „ .} T c r" .;„•„,1 ) i 1Y a+s 1 ,� r' .i �3'.1i 'F _ t3 a 4' ,ur ' x � u�r � Yrx 3�3i�,�r ,�s- r-r� �t n� � � t U.w �; n� 3 " sc,,d.,�w rr a "� �a?�'�� ����� �,� a,�-,�.«'� _ _ .�-+-:...?. z i.k y(�f..,^xr-::=_o.'i ��„.__fi._:_ '.?-_+,sz 4._..>., ... t�.ir,''.�' n'�.,.f _" :> s "is 9'.=_ b E:zyf 3 t:.-Ati'""�r+o I i 1 06-05-04 1 14-01-12 1 B0,3-1/2" B1,3 1/2" B2,3-1/2" 1 LL 1,733 lbs LL 8,013 lbs LL 3,351 lbs DL 61 lbs DL 2,204 lbs DL 905 lbs Total Horizontal Product Length=20-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 20-07-00 40 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 11,732 ft-lbs 56.0% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -13,015 ft-lbs 62.2% 100% 1 1 -Right be verified by anyone who would rely on End Shear -3,483 lbs 36.8% 100% 16 2-Right output as evidence of suitability for Cont. Shear 5,234 lbs 55.2% 100% 1 2-Left particular application.Output here based Uplift 1,449 lbs n/a 16 1 -Left on building code-accepted design o properties and analysis methods. Total Load Defl. U356(0.469") 67.4% 16 2 Installation of BOISE engineered wood Live Load Defl. L/448(0.372") 80.3% 16 2 products must be in accordance with Total Neg. Defl. -0.063" 12.5% 16 1 current Installation Guide and applicable Max Defl. 0.469" 46.9% 16 2 building codes.To obtain Installation Guide Span/Depth 17.6 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS'', Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®, BC RIM BOARD'"" BCI®, BO Post 3-1/2"x 3-1/2" 1,794 lbs n/a 19.5% Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Beam 3-1/2"x 5-1/4" 10,217 lbs 74.1% 74.1% Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 4,257 lbs n/a 46.3% Unspecified PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 1,449 lbs found at span 1 -Left. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 f. ;OE MS'. Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\2ndFloor1DR7 BC CALC®2.0 Design Report-US 2 spans I No cantilevers 10/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR7 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure terb d Completeness and accuracy of input must be verified by anyone who would rely on a I output as evidence of suitability for • • • particular application.Output here based on building code-accepted design • _• • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=6-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARDN,BCI®, Install screws from both sides,staggering screws by%of the spacing to avoid splitting. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: SDS 1/4 x 3-1/2 PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 ERINISEE' Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beaml2ndFloor\DR8 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 ' Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR8 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: V 11111 - - 111111111 1 ; 1 - 1111 - 11111 ,, ,i_ 11 _{ ,, { , W�- t,.,r ' 5 r, 2 rA f 347 �.i -asR-, ,4y 77,M„ 4,1MEf. �"y "�kxa F ash..:° -, xil'3.3U.g,',: .r i 'g- -�F .2- g' S` 3 > " 2,r_ r .,z x„.'s 3 i �,' +H,*u' Y. t } a' .. g . x,, , .t �'3' t%h ,� ' if"k i.. f y E. fl } _. _t_ > , "yr r 5,':.,; xZ ' c'�i��.3e,� . . +r,it. yi �, .a-.a... f '`�,x =` '� .'axva a y�- - .14- . _ �.';.--- r ,.':ems,,,,•`_•__ - i ._.':' _w. ,-._.,r_,L,a�: .:.,.,,, aa`�:aya_,,,..., wLL x ',,,,,,*,,,,,, .:i- . .,,,,, �: it _�.. 06-08-14 — _ BO,3-3/4" B1 LL 181 lbs LL 178 lbs DL 1,089 lbs DL 2,523 lbs SL 1,701 lbs SL 4,113 lbs Total Horizontal Product Length=06-08-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 06-08-14 40 10 01-04-00 2 Reaction from Designs\Level ...Conc. Pt. (lbs) Right 02-00-06 02-00-06 3,460 5,814 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 12,385 ft-lbs 77.2% 115% 2 1 -Internal Completeness and accuracy of input must End Shear -6,735 lbs 92.7% 115% 2 1 -Right be verifiedbyanyone who would rely on Total Load Defl. L/552(0.137") 43.5% 2 1 output as evidence of suitability for Live Load Defl. U877(0.086") 41.1% 2 1 particular application.Output here based • Max Defl. 0.137" 13.7% 2 1 on building code accepted design properties and analysis methods. Span/Depth 8.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-3/4"x 3-1/2" 2,972 lbs n/a 30.2% Unspecified or ask questions,please call B1 Hanger Load 3"x 3-1/2" 6,815 lbs n/a 86.5% HHUS410 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"' Cautions ALLJOIST®, BC RIM BOARDTM BCI®, Header for the hanger HHUS410 at B1 is a Triple 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP. BOISE GLULAMTm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise Wood Products, • Design meets Code minimum(U360)Live load deflection criteria. L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Fastener Manufacturer: Simpson Strong-Tie, Inc. Connection Diagram -I, b r.,_ _....._d --..-- a A • r• • 1 • L . • --► a L a minimum= 1-1/2" c=6-1/2" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is `top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Caonne1cttors are: SDS 1/4 x 3-1/2 1 0 I`° E' Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Bearnl2ndFloor\DR9 BC CALC®2.0 Design Report- US 1 span I No cantilevers 10/12 slope Monday,January 25,2010 08:45 ' Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: 2ndFloor\DR9 Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: _ { �.. _ _ y., 'T. fi R 'l.} .�F }� 'a'.Y .i yns- } 'S{, -- S '^'T T I ,i s>w :r - 3 sx 5 r a x i „ Ja ..vim - � `,..,a�3at. > °a' fx axr, -�.3 7 G _": 7 r K'< i -t q t h - aka S:1 :£. r .fopps`�-�' s'3 Y t 9. s 3� " g a . ,r m x F ,£, Y}"� .- y' as ate -e.1'i } .._fg h T +s'0"=�'r '�'au�...O:i:,: Y y',':' .sot 3. y3 S '� .d am 1,1: - :' , �ri _,..._ _. __._......._-- ..__....._�_ 04-03-08 ..._ �:� S :.�_?._. r �_a ._._.._ .,:., �_�t �.._tad' VI BO,3-1/2" B1,3-1/2" LL 1,875 lbs LL 6,041 lbs DL 541 lbs DL 1,686 lbs Total Horizontal Product Length=04-03-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 2 Reaction from Designs\2ndFl... Conc. Pt. (Ibs) Left 03-01-12 03-01-12 7,916 2,177 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,621 ft-lbs 31.1% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -6,332 lbs 80.2% 100% 1 1 -Right be verified by anyone who would rely on .Total Load Defl. L/3,370(0.014") 7.1% 1 1 output as evidence of suitability for Live Load Defl. L/4,315(0.011") 8.3% 1 1 particular application.Output here based Max Defl. 0.014" 1.4% 1 1 on building code-accepted design Span/Depth 3.9n/a1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2,416 lbs n/a 26.3% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 7,727 lbs n/a 84.1% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"^ Notes ALLJOIST® BC RIM BOARDTM,BCI®, Design meets Code minimum(L/240)Total load deflection criteria. BOISE GLULAMTM',SIMPLE FRAMING • Design meets Code minimum (L/360)Live load deflection criteria. SYSTEM®,VERSA LAM®,VERSA RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Fastener Manufacturer: Simpson Strong-Tie, Inc. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Connection Diagram b „...._d --m— a I' e e • -.-- a F.- a minimum= 1-1/2" c=8-7/8" b minimum=4" d=24" e minimum= 1" Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SDS 1/4 x 3-1/2 Page 1 of 1 G Ili SEE M Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\DR21 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10.5/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: Level 3\DR21 Address: 100 Bayview Rd Specifier: be City,State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: �0.5 12 W v `Y V V F r+ V,. : c 9 I i V i 7 ♦ V V V r a X V v u v v V v 4" : W 4. a v I yr v V" V ('.-.. Lry x' t a1. } .k '�� -'S.sett}' 'ss": s.�xt 3 ar.... a; ^'' P v t"x-Tt- A,�`r 3 ^� 7 ,y. _fir^ '( _. _ 11-00-04 BO,2-1/2" B1,2-1/2" DL 2,527 lbs DL 2,527 lbs SL 2,713 lbs SL 2,713 lbs Total Horizontal Product Length=11-00-04 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 11-00-04 15 25 08-06-00 2 Unf.Area(psf) Left 00-00-00 11-00-04 10 0 08-06-00 3 Reaction from Designs\Level ...Conc. Pt. (Ibs) Left 01-01-04 01-01-04 1,290 1,542 n/a 4 Reaction from Designs\Level ...Conc. Pt. (lbs) Right 01-01-04 01-01-04 1,290 1,542 n/a I Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,984 ft-lbs . 36.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 4,448 lbs 49.0% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. L/640(0.202") 37.5% 3 1 output as evidence of suitability for Live Load Defl. L/1,264(0.102") 28.5% 3 1 particular application.Output here based Max Defl. 0.202" 20.2% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 10.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 2-1/2"x 3-1/2" 5,240 lbs n/a 79.8% Unspecified or ask questions,please call B1 Post 2-1/2"x 3-1/2" 5,240 lbs n/a 79.8% Unspecified (800)232-0788 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALBC ,BC FRAMER®,A ST"" LJOISTOIST® BC RIM BOARD BCI®, Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 11-00-04 11-00-14 BOISE GLULAM' ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Wood Products, surcharge load. L.L.C. Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 • r Ai pea Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 3\DR21 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10.5/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: Level 3\DR21 Address: 100 Bayview Rd Specifier: be City,State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 . Misc: Connection Diagram Disclosure b — d — ► Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design • • • properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2" c=8-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®, BC RIM BOARDT"' BCI®, Connection design assumes point load is 'top-loaded'. For connection design of'side-loaded' BOISE GLIJLAMTm,SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded ply. PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products, L.L.C. Connectors are: SDS 1/4 x 3-1/2 Page 2 of 2 : ® EE- Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Level 31DR3 BC CALC®2.0 Design Report-US 1 span I No cantilevers 111/12 slope Monday,January 25,2010 08:45 Build 287 File Name: Patriot Laugharn OPTION 2 Job Name: Laugharn Residence Description: Level 3\DR3 _ Address: 100 Bayview Rd Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Patriot Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: _ -.111 12 r v L,;7.=,:..,•4,,,,s,si.ii .: �..u .5 yr, ,..s zy..-r -srr. it 3 -ti�..t r.`i 9' _:7.e - rri a w;v...>'r Y r ' i a .( ? K^vo,i m r v:„. >5 ,�,, ' r^ w �.ty.� r,. „ ,:z 3•,t - .3x k. 'o . r ''. 3 3. ri• ..� y �':? sd .C.-. � - fi il' 3'"Y" .2 ,..£ ti"�1 4 k3A ui ..'�'�'+'s`7�1_�. '4s.s" '� ��.k.. i'.-7.,..i 'o w..x+ >. ti x-`S�s-�T'k. 2" .i - �".um r'. e't a ,r *x -*'i r - '"fir ,. '.'" " .fii .3-. ` _, ? _ y r of .:. .:.2, .�^�, _.3 �; .�....,:... . _,�sc�..,..,_.t'�......�...s-�, ,..._,xT"#.v _.,; .,,s_�, .,... -��1 - Kx.�, t�..., x+. ..--- .r ,a„?, 07-09-05 _ , . BO,4-3/8" B1 DL 1,704 lbs DL 1,290 90 lb s SL 2,051 lbs SL 1,542 lbs Total Horizontal Product Length=07-09-05 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Trapezoidal(plf) Left 00-00-00 285 350 n/a 07-09-05 174 212 n/a 2 Trapezoidal(plf) Left 00-00-00 203 250 n/a 07-09-05 92 112 • n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 5,866 ft-lbs 48.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,332 lbs 51.4% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. L/549(0.222") 43.7% 3 1 output as evidence of suitability for Live Load Defl. L/1,008(0.121") 35.7% 3 1 particular application.Output here based Max Defl. 0.222" 22.2% 3 1 on building code-accepted design Span/Depth 7.6n/a1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 4-3/8"x 1-3/4" 3,755 lbs n/a 65.9% Unspecified or ask questions,please call B1 Hanger Load n/a 2,832 lbs Unspecified n/a Hanger (800)232-0788 before installation. BCSlope and Cut Length Slope Facia Depth Horiz.Length Product Length AL JOISCALCT , BCC FRAMER®,Tm, B g ALLJOIST®, RIM BOARD BCI®, Plumb Cut with Hanger to dbl.top plate 11/12 12-7/8" 07-09-05 11-05-08 BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets User specified(L/240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Design meets User specified (L/360)Live load deflection criteria. L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 1/4 1 `oRSU17'Oh'ExcFc gPatjeict c o Mitige/A4 • s• 'A/ODEl ANG.c�S January 27, 2010 Mr.Paul Roma—Building Inspector Town of Barnstable,MA 200 Main Street Hyannis,MA 02601 Re: Building Permit application for: James and Justine Laugharn 100 Bay View Rd. Barnstable, MA M319 P030 Dear Mr. Roma, Enclosed are the items you requested on your plans review dated 11/17/09 for the above referenced property, as outlined below: 1. Structural notes,details, and revised plans for Exposure C wind design enclosed 2. Screened porch engineering is addressed on enclosed structural drawings and revised plans 3. Deck span has been corrected by adding girder and sono tubes; see revised foundation plan 4. Specs and joist layouts for engineered lumber enclosed 5. Per your conversation with Mike Kingston,it was confirmed that a separate permit will not be required for the garage 6. Affidavit addressing garage not to be used as living space enclosed 7. Washer/Dryer and utility sink will be used for beachwear,towels,etc.as a convenience. Assumed heat detector is required by code in a garage 8. Garage door will be a standard overhead door in lieu of sliding 9. Framing details for garage addressed on enclosed plans Please do not hesitate to contact me with any questions. Res n' Patriot Builders,Inc Phone 508 430-0771 537 Rte. 28 Harwichport,MA 02646 www.patriotbuilders.com Toll Free 866 430-0771 Fax 508 432-7789 Nov. 19. 2009 8:44AM No. 6611 P. 2 ( - •• Town- of flarnstable • .41:0„7 Regulatory Services Thomas.P'.Geller,Director . `r 410="�� BuildingDivision . Thomas Perry, C13O,Binding Coiumissianer • • 200 Mai Street, Hyannis,MA 02601 • ' WWw.town.barns-ta ble.nia.us 'Officec 508-862-4038 Fax: 508-79O-6230 . PLAN SEW Owner: LA UC+- p E.- .f •• Map/Parcel; 1 /9 e t 5 ' • • 'Project Address fl L.,- 0G-lt Builder: c. �f�-1(�' / fQ RANI V'5 ) , fit-24 - ,- The following items were noted'on reviewing: ' • - a 11-6 f s I. N &x P C . H b r- R , P . 11. - R_E rL erer. co c_r , ,c 4 76et--od •Y el- cg e--1ST bO6s rfior_ AL-y - - Ett M ► .lto piE.•p .N (5.� S c iaCCM -Pekc A tlu uSr• $2 E t46,-/ j Fek a, . . • -/ ' CD 14tEcr78-11 . bE.TP4!L V e.-- ._S U e c �' '` 0 ,ram P&gvirr A-Ptocici477a1-i r r t vit Mo csE D ---Y 4 s FeMilE • • PL r N E � .Fol F . 6re444G-E - • • A-Fr i b _vi�r n �-� T.r-Pf r 6-04kt4 c-E e4/�. - ./$o 'r tC 11 S Fo_.• L vrk 6- p w lotscs - c (-A21 FY rf5:.S ._ ,&. L:As4t✓q 2rg4e S°_,11 /s,,.ro/ t De 1-6-r.-m/Z/ 041 .T / 14 G- -(p4.6-E • • PE ci F. reAtxoN r 7 CH il IQ i) f=o 246-E A" • P • M.0 . -rR t411 r►r•6._- b 6 r 1 L f ok 64 2.14 6-6 Reviewed by: ' 'p OJ- - . Date: 1 ( — 1 — 09 • • Q:buns:Platvw . • I - • Town of to 0 Regulatory Services - . iLARNTrA8 t Thomas F. Geller, Director taste 0, Building Division Thomas Perry, CBO,Building Commissioner VJ . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 0 Office( 508-862-4032 Fax: 508-790-623, • PLAN RE'S/1E WV . Owner: - (-A U G,4 14• Map/Parcel: ! / ® .% 'Project Address / tr0 MY V/Et() Builder: -P/4-1---g.ro B 2S The following items were noted on reviewing: 14 l)e*- (Q f 6--14-M6-L- - co& ! Tem g 7 tg 6-- 1C- ua/ . rvrr ` -P4 ovf i 5r Pc.--vl 5 YS re 0 .v/ L C-rr is t2o t-( e-v G-r dy 42, REv►6w fJioi � . pi_y.eU 0-01) V g c-t7D nIE S u fLb&62 • O/ K ee6 i °F s c_7-70 tPF c oo TO • • • Reviewed by: o.AJ Pe Date: _ �:� • - . Q:Forms:Plirvw AUG- 12-2010 10 : 48 AM PATRIOT BUILDERS 5084327789 P. 02/02 08/11/2010 22:32 5088889609 MAP INSULATION �� PAGE 02/02 i.6G=12-201O 10: 22 AM PATRIOT BUILDERS 5084327789TOWN OF BAR,SQ2B� �A E alp Oi1G12 API M.A.P. INSTALLED BUILDING PRODUCTS • P.O. BOX 1309 SAGAMORE BRACH, MA. 02562 (508) 888-3599 (508) 888-9609 Fax • • Date job completed: Address of foam application: i®o. • Inches sprayed in: Ceilin&f A 341.S 'Walla./•r 4 . Lel slopes 31 S" Overhand -( 3y.S Bnmt Cell_ 6:1 Stwl BlockeTs & Runners / G Cath Cell Cath Walls � Knee Walls ,A/H Walls Crawl Ceil Installers Signat ure: f I AUG-06-2010 10 : 31 AM PATRIOT BUILDERS 5084327789 P, 02/02 M.A.P. INSTALLED ED BUILDING PRODUCT P.O. BOX 1309 SAGAMpRE BEACH, MA. 0256 (508) 888-359.9 (508) 888-9609 Fax cr.1) C Date job completed: S io Address of foam application: iop. Ati vie- cz,A/Sf<l3c-t� Inches sprayed in: Ceiling S`� • '. Walls t; Slopes 5 Overhang f Bsmt Ceil / Stwl Blockers & Runners / " Cath Ceil Cath Walls Knee Walls A/H Walls .. Crawl Ceil Installers Signature: . . 53 • P • P1 ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: (choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab DO tion 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-l0 Conservation Act(NAECA)of 3$ R-3 8 R-19 R-19 R-10 4 ft 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. /Option 2: 4 REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall& Ceiling,Area equals Formula: (100 x b- a) SF 100 x — _ % of glazing (b) Glazing area equals SF b a If glazing is<40% use the chart below. If glazing is>40 % proceed to"SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Fenestration Ceiling and Slab Perimeter Wall Floor Basement Wall U-factor Exposed floors R-Value R-Value R-value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) REScheck Software Version 4.3.0 Compliance Certificate Project Title: Laugharn Residence Energy Code: 2007 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1171 ft2 Glazing Area Percentage: 17% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. 100 Bay View Road Patriot Builders Bamstable,MA 02630 537 Route 28 Harwich Port,MA 02646 Compliance:Passes m UA trade-off Compliance: Maximum UA:370 Your UA:347 Gross Cavity Glazing Assembly rjiwpwriiR Valued orpoor Perimeter * : ,.� U-Factor ,a Ceiling 1:Flat Ceiling or Scissor Truss 1232 30.0 0.0 43 Wall 1:Wood Frame,16"o.c. 665 19.0 0.0 33 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 70 0.280 20 SHGC:0.41 Orientation:Front Door 1:Solid 42 0.160 7 Orientation:Front Wall 2:Wood Frame,16"o.c. 619 19.0 0.0 34 Orientation:Right Side Window 2:Wood Frame:Double Pane with Low-E 52 0.280 15 SHGC:0.41 Orientation:Right Side Wall 3:Wood Frame,16"o.c. 613 19.0 0.0 25 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 157 0.280 44 SHGC:0.41 Orientation:Back Door 2:Glass 40 0.280 11 SHGC:0.41 Orientation:Back Wall 4:Wood Frame,16"o.c. 623 19.0 0.0 30 Orientation:Left Side Window 4:Vinyl Frame:Double Pane with Low-E 97 0.280 27 SHGC:0.41 Orientation:Left Side Door 3:Solid 21 0.160 3 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1171 19.0 0.0 55 Furnace 1:Forced Hot Air 92 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2007 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Laugham Residence Report date: 10/30/09 Data filename:S:\Patriot Files\Construction projects\Active Jobs\100 Bayview\Permitting\Laugham.rck Page 1 of 5 dtigts _lt) 3 - rur f0 Name-Title Signature Date • Project Title:Laugham Residence Report date: 10/30/09 Data filename:S:\Patriot Files\Construction projects\Active Jobs\100 Bayview\Permitting\Laugham.rck Page 2 of 5 REScheck Softwtion are Version 4.1 .0 Inspec Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: ❑ Door 2:Glass,U-factor:0.280 Comments: ❑ Door 3:Solid,U-factor:0.160 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Project Title: Laugham Residence Report date: 10/30/09 Data filename:S:\Patriot Files\Construction projects\Active Jobs\100 Bayview\Permitting\Laugham.rck Page 3 of 5 Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:92 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,attic access openings,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ A minimum of Class II(1.0 perm)vapor retarder is installed on the interior side of above-grade framed walls or it has been determined that moisture or its freezing will not damage the materials. Exceptions: Class III(10 perm or less)vapor retarder is permitted for vented cladding over OSB,plywood,fiberboard,gypsum,or for sheathing over 2x4 framing having insulation of R-5 or better,or for sheathing over 2x6 framing having insulation of R-7.5 or better. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2006 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Project Title: Laugham Residence Report date: 10/30/09 Data filename:S:\Patriot Files\Construction projects\Active Jobs\100 Bayview\Permitting\Laugham.rck Page 4 of 5 D Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: l] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) • Project Title: Laugham Residence Report date: 10/30/09 Data filename:S:\Patriot Files\Construction projects\Active Jobs\100 Bayview\Permitting\Laugham.rck Page 5 of 5 fi 4E42007 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 19.00 Floor!Foundation 19.00 Ductwork(unconditioned spaces): *Q Door Rating U-Factor MIES Window 0.28 0.41 Door 0.16 0.41 Heating elCooling Equipment Forced Hot Air Furnace 92 AFUE Electric Central Air Conditioner 13 SEER Water Heater: 1 I Name: Date: Comments: Doc: 1,098,398 09-24-2008 8:09 BARNSTABLE LAND COURT REGISTRY • Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3- 4710 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable When filling From: 1.Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ❑ Order of Conditions b. ® Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not James&Justine Laugham use the return a.First Name b.Last Name c.Company key. 16 Robinson Park d.Mailing Address rAd . Winchester MA 01890 e.City/Town f.State g.Zip Code Fril4. Property Owner(if different from applicant): a.First Name b.Last Name - c.Company d.Mailing Address e.City/Town f.State g.Zip Code •■.anvr,�a�r � . Project Location: 100 Bay View Road Barnstable a.Street Address b.Village 319 030 c.Assessors Map Number d.Parcel Number Latitude and Longitude,if known(note: electronic filers will click for GIS locator): e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Bamstable C182588 D1058782 L19 17933A L213 17933H • a.County b.Certificate(if registered land) 21855 211 N c.Book d.Page February 14,2008 August 5,2008 AUG Q 2008 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance. 0 8. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Revised Site Plan a.Plan Title J.M.O'Reilly&Associates,Inc. John M.O'Reilly,P.E. b.Prepared By c.Signed and Stamped by August 15,2008 1"=20' d.Final Revision Date e.Scale f.Additional Plan or Document Title g.Date wpefom5,doc•rev.3/1/05 Barnstable revised 7/5/2007 Page 1 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions SE3- 4710 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings i. Findings pursuant to the Massachusetts Wetlands Protection Act: • Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply: a. 0 Public Water Supply b. 0 Land Containing Shellfish c. ® Prevention of Pollution f. ® Protection of Wildlife d. 0 Private Water Supply e. ❑ Fisheries Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. • Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions is issued.A description of the performance standards which the . proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site,the work,or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts:Check all that apply below.(For Approvals Only) 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet 5. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. 0 Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.cu.yd dredged f.cu.yd dredged Page 2 of 9 wpafomi5.doc•rev.3/1/05 Barnstable revised 715/2007 OWNER OF RECORD ,'`/�OF, ,q c,_I. HEREBY CERTIFY THAT THE EXISTING James Justine Laugharn ,:���P F Certificate #182588 'o JOHN \ DATION SHOWN HEREON IS LOCATED AS IT EXISTS ON THE GROUND. Land Court Plan 17933 A (Sht 2) o O'REILLY DAT 3/�m. ref Assessors' Map 31 9, Parcel 30 „`' mi.4s733 `" �24._ . ft 4.- J c )._ LEGEND •``e,��®. ySS��P�:L�5. n SUR�1E.: ��'1RI V CB Concrete Bound �Tj�R FND Found �q�R O L� O U O C0� 1 00 ' • .'I2.00' m New Foundation 9 � PARCEL 30 ` - Calculated Area= 20,245 SF± Top of Coastal Bank i o) Co O d: Co N 0 i , 911 1,4 a . r N II' e, S) GCB FND off' ti �8 '4, A_ • N 4P o ,, © /• spa gym' ,x SUNSAk T 2 LqN� CB FND ` �� "001 AIL co Olb, O O / ( so Oo, . CB FND CERTIFIED PLOT PLAN � SNOWING FOUNDATION AT - 100 BAY VIEW ROAD, BARNSTABLE, MA PATRI OTA FOR kv RED BUILDERS 0 40 50 120 4 ' 7 SCALE 1 "=40' MARCH 10, 20I 0 G:W,AJobs\A$EA$E4803\Dwg 4803\4803.asblt.dwg Drawn by: fcc JMO-4803 J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 0 OWNER OF RECORD -�.A. . I HEREBY CERTIFY THAT THE EXISTING James $ Justine Laugharn ,., WN OF ry, ss GARAGE SHOWN HEREON IS LOCATED Certificate #I82588 r JOHN '�y, AS IT EXISTS ON THE GROUND. Land Court Man 17933 A (Sht 2) ,g M. DACE Assessors' Map 319, Parcel 30 3 O'REtLLY c=-=S?1x NO.46733 J • LEGEND %.`q�o S\ Q.j, ' 1 sumo G AI CB Concrete Bound /�� STAB A , FND Found I /�/ pO O Cow �0 • +r _ .. 1 2.0 0' 9 `� 0 PARCEL 30 Existing Dwelling / 0 -.- -,-. Calculated Area= 20,245 SF± 1 Top of Coastal Bank 1) F----. , O t° a �� 41111i c 03 CO a I ,i,, / - cr +/ C3, / 8X 3?4, /CB FND �. 0 (I, , i zo ET . , rr * L" /I, '- i V CB FND , / a / irk 4e II -2,X SD OO,� /S � Q O �k OT O Benchmark: O c Existing Garage S / Top of Concrete Bound TOF EL=18.3± 00, / EL=15.6± (MSL 1929 NGVD Datum) CB FND (V CERTIFIED PLOT PLAN .... - SHOWING GARAGE AT 00 BAY VIEW ROAD, DARNSTABLE, MA �� PREPARED FOR PATRIOT BUILDERS 0 40 80 120 SCALE I "=40' JUNE 1 , 2010 G:\AAJobs\A$E\A$E4803\Dwg 4803\4803.asblt.dwg Drawn by: fcc JMO-4803 J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 B< 2403 - P 91 53193 09--16-2,,09 a 01 : 13i 14,41639.5 '09 AUG -4 P 3 :44 Doi_: 1 , 123,782 09-16-2009 1 :01 Town of Bari TABLE LAND COURT REGISTRY Zoning Board of Appeals Decision and Notice Special Permit No. 2009-039- Laugharn Special Permit-Section 240-91.H (2) Demolition and Rebuilding by Special Permit CIS To demolish the existing structure and rebuild a new single-family dwelling based on existing setbacks and not in conformance with current setback requirements. `-�- Summary: Granted with Conditions Petitioner: James and Justine Laugharn Property Address: 100 Bay View Road, Barnstable, MA !c Assessor's Map/Parcel: Map 319 as parcel 030 oo Zoning: Residence B Zoning District Relief Requested and Background: In Appeal 2009-039, the petitioner sought a special permit to demolish the existing dwelling on the undersized lot and rebuild a new single-family dwelling. The subject property is a 22,215 sq.ft. lot with 12,100 sq.ft. of upland. The lot borders on Barnstable Harbor and is accessed off Bay View Road at Sunset Lane. The lot was originally created in 1941 by a Land Court Plan No. 17933-A, and is shown on that plan as Lots No. 19 and 20. In 1973, a "Beach Lot", Lot No. 213, is shown on Land Court Plan 17933-H, Sheet 2 of 2, which was added. The applicant's James and Justine Laugharn c purchased the property in 2007. <OThe property is located in that area known as "Common Fields". The area was developed with single- rI`story seasonal cottage structures on small lots and has been undergoing changes to year round homes —through renovation, expansion, and demolition and rebuilding. The area is served by public water and Town sewers. ko ctThe existing dwelling is situated 9.5 feet off a Way located on the easterly side of the lot. The way provides access to the beach area. Although the Way is only 10-feet wide it still requires a 20-foot front yard setback. The proposed location of the new dwelling is based upon the location of the existing dwelling. A special permit pursuant to Section 240-91.H(2) is required to maintain the existing nonconformity in the yard setback. The existing and proposed new dwelling conforms to all J other zoning requirements. The Assessor's record indicates the existing structure on the lot dates back to 1920. It is a 1&3/a-story, 1,360 sq.ft., three-bedroom, single-family dwelling with a 238 sq.ft. deck and a small shed. The applicant is proposing to build a new two-story structure with a total of gross area of 2,334 sq.ft., including a second floor screened porch. The proposal includes an open deck of 324 sq.ft. and a detached one-story, one-car garage of 400 sq.ft. The footprint of all buildings and structures total 1,936 sq.ft. Town of Barnstable,Zoning Board of Appeals—Decision& Notice Special permit No:2009-039—Laugharn- Demolition Rebuild Special Permit Procedural & Hearing Summary: This appeal was filed at the Town Clerk's office and at the office of the Zoning Board of Appeals on June 10, 2009. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened July 22, 2009, at which time the Board found to grant the Special Permit subject to conditions. Board Members deciding this appeal were,James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, and Board Chair, Laura F. Shufelt, Chris Childs of Patriot Builders represented the applicant. He presented the plans for the redevelopment of the dwelling noting that it is built in exactly the same location as the existing dwelling and on the same footprint. The only expansion is on the second floor and a detached one- car garage is to be added. The location of the existing dwelling does not conform to the required 20. foot setback off the 10-foot way situated to the east of the lot. The location of the building is being maintained so that the building will intrude no closer to wetlands located to the west. Mr. Childs stated that the Old King's Highway Historic District Commission has issued a Certificate for Demolition for the existing dwelling and a Certificate of Appropriateness for the new structure. The plans have been before the Conservation Commission and an Order of Conditions issued. Mr. Childs noted that the proposed building conforms to all requirements for the demolition/rebuild permit. Public comment was requested. Ms Jeanette Ennis of 72 Bay View Lane raised concerns about the possible moving of a utility pole situated close to the driveway to the lot. She questioned if the access way was going to be widened and/or moved. Mrs. Marilyn Cataldo of 179 Sunset Lane also expressed concern for the relocation of the utility pole. The Board, in discussion with the abutters and Mr. Childs determined that the pole is a "Verizon" pole, located in the public way and apparently old and in need of replacement. The Board Chair noted a letter from Mr. August W. and Ellen M. Gruhn of 75 Harbor View Road was submitted to the file expressing their concern that proposed vegetation bordering the wetland area would not block their view to the Harbor. Findings of Fact: At the hearing of July 22, 2009, the Board unanimously made the following findings of fact: 1. Appeal No. 2009-039 is that of James and Justine Laugharn seeking a Special Permit pursuant to Section 240-91.H(2) Nonconforming Lot— Developed Lot Protection. The petitioner is seeking a special permit to allow for the demolition of the existing dwelling and the rebuilding of a new single-family dwelling on the undersized lot. The location of the proposed dwelling is based upon the location of the existing structure and does not conform to the required front yard setback off the Way situated to the west of the lot. The property is addressed as 100 Bay View Road, Barnstable, MA, and is shown on Assessor's Map 319 as parcel 030. It is in a Residence B Zoning District. 2. The proposal conformance to the requirements of Section 240-91.H. The lot coverage by building and structures totals 1,936 sq.ft., or 16% of the lot coverage and that coverage complies with the 2 Town of Barnstable,Zoning Board of Appeals—Decision & Notice Special permit No.2009-039—Laugham- Demolition Rebuild Special Permit 20% limitation. The total gross area of all building is 2,693. That represents a Floor Area Ratio of 0.22 which is below the maximum of 0.30. The height of the building to ridge is 29.4 feet which complies with the 30-foot height limitation to highest plate. 3. The proposed new dwelling is to be situated on the exact footprint of the existing dwelling and in that context the proposed new building would not be substantially more detrimental to the neighborhood than the existing dwelling. 4. This application falls within the category specifically excepted in the ordinance for a grant of a special permit; The lot area and the setback of the existing structure are legally created, pre- existing nonconformities and therefore, the application falls within the category specifically excepted in the ordinance for a grant of a special permit; 5. Based upon the evidence presented, and the fact that the proposed buildout of the lot is actually less that that allowed under the Ordinance, this proposal fulfills the spirit and intent of the Zoning Ordinance. With conditions to protect neighborhood concerns, this proposal would not represent a substantial detriment to the public good or the neighborhood affected. Decision: Based on the findings of fact, a motion was duly made and seconded to grant a special permit pursuant to Section 240-91 H(2) for the demolition and reconstruction on an undersized lot not in conformity to the required front yard setback off the Way located to the west of the lot subject to the following conditions: 1. Redevelopment of the lot shall be as proposed in plans submitted. • • The site plan is entitled: "Mr.James & Mrs.Justine Laugharn —Site Plan: Showing Proposed Addition and Garage 100 Bay View Road, Barnstable, MA" as drawn by J.M. O'Reilly & Associates, Inc., dated 02/13/08, last revised date of 06/11/09. • The house plans are entitled:Jim and Justine Laugharn Residence 100 Bay View Road, Barnstable, MA" as drawn by Patriot Builders, last revised date of 06-29-09. For the record, that plan is based on the earlier plan dated 5-28-09 with the alteration of the top of the foundation being located at 18.5 feet elevation. 2. The dwelling to be built is limited to that shown on the above plans. The dwelling shall not exceed three bedrooms as defined by the Board of Health and shall be connected to public water and Town sewers. 3. Construction shall comply with; all applicable Building Division requirements, the Certificate of Appropriateness issued by the Old Kings Highway Commission, and the Order of Conditions issued by the Conservation Commission. 4. In re-vegetating the border of the wetland area, the applicant, in consultation with the Conservation Agent, shall select those approved species from the Conservation Commission's adopted list of"Trees & Shrubs for Coastal Environments" using those identified as low shrubs on that list. 3 .t - Town of Barnstable,Zoning Board of Appeals—Decision & Notice Special permit No.2009-039—Laugham- Demolition Rebuild Special Permit 5. All alterations and improvements within the public right-of-way shall be reviewed and approved by the Town Engineer prior to any activity being carried on in the way. 6. During all stages in the demolition and reconstruction of the dwelling, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located on-site with _ the exception that another neighboring property may be used only if permission is granted by the property owner. 7. At no time will any parking, storage of construction materials or items be permitted in the right-of- way of Bay View Road or Sunset Lane except as may be needed for roadway improvements, landscaping purposes or for utilities and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 9. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals office and to the Building Division before any demolition or building permit is issued. The vote was as follows: AYE: James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, Laura F. Shufelt NAY: None Ordered: Special Permit No. 2009-039 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the arnstable Town Clerk. Laura F. S ufelt, air Date igne Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and • that no appeal of the decision been filed in the office of the Town Clerk. , Signed and sealed this Lj day g , �� maunder the pains and ei a lties of p ury:. - 'ii, r 4 .f rj, <:\;: " M+ e o Linda Hutchenrider, Town cleAc°, �' `fib ; 'YL 1 i-L .,Y8 0\. 4 • Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '319030' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Map&Parcel Owner! Owner2 Addressl Address 2 Mailing CityStateZip Country Deed 319013001 WITTS,JOHN E&JOANNE M 36 KIRSI CIRCLE WESTFORD,MA 01886 USA C127632 319019 PETERSON,RICHARD&JANICE M 10 GLENWOOD ST W YARMOUTH,MA 02673 USA C155164 319020 LEWIS,JON R&ELIZA 0 PO BOX 1224 BARNSTABLE,MA 02630 USA C159010 319021 ALBANESE,DAVID F,TRS DHA 2006 IRREVOCABLE TRUST CIO DOROTHY H ALBANESE 2220 CENTER ST,APT 314 W ROXBURY,MA 02132-4034 USA C186530 319025 TRASK,BARBARA C TR TRASK FAMILY TRUST 200 STETSON RD APT 643 AUBURN,ME 04210 USA C123451 319026 METCALFE,ROGER&MARJORIE HARDIN ST WILMINGTON,MA 01887 USA C97182 319027 FARRINGTON,DENNIS G PO BOX 279 BARNSTABLE,MA 02630 USA C159435 319028 SOUZA,MARIE M 175 SUNSET LN BARNSTABLE,MA 02630 C162618 319029 CATALDO,PETER F&MARILYN THE 179 SUNSET LN RLTY TRUST PO BOX 292 SHELDONVILLE,MA 02070 USA C141304 319030 LAUGHARN,JAMES&JUSTINE 16 ROBINSON PARK WINCHESTER,MA 01890-3746 C182588 319031 MAURITZ,JOHN F TR MAURITZ REALTY TRUST 16 ELLIS ST FRAMINGHAM,MA 01701 20693/344_ 319032 RADZISZEWSKI,JOHN %RADZISZEWSKI,MARK TRS 33 LOGAN AVENUE 40 DOVER STREET MEDFORD,MA 02155 22778/297 319033 ENNIS,JEANNETTE A 72 BAYVIEW RD BARNSTABLE,MA 02630 USA C160081 319034 JORDAN,RICHARD E&DOROTHEA E 87 MAIN ST WESTFORD,MA 01886 USA C33682 319047 DOHERTY,THOMAS J&NOREEN P O BOX 1204 BARNSTABLE,MA 02630 USA 7322/220 319048 GRUHN,AUGUST W&ELLEN M TRS THE GRUHN FAMILY TRUST 5 CHARLESDALE RD MEDFIELD,MA 02052 14568/104 319049 TOSCHES,ALFRED J JR TOSCHES,ANDREA L P O BOX 635 BARNSTABLE,MA 02630 USA 4569/269 319050 LYONS,PETER M 133 CENTRAL ST HINGHAM,MA 02043 12190/252 319051 MITCHELL,KATE& PITCHER,ALICE L TRS P O BOX 55 BARNSTABLE,MA 02630 20441/211 319052 SMITH,RICHARD G P 0 BOX 18 BARNSTABLE,MA 02630 13308/060 319053 ST ONGE,ROBERT A ST ONGE FAMILY IRREVOCABLE TRUST P O BOX 742 BARNSTABLE,MA 02630 13620/050 319054 SOLIDAY,DANIEL LEE& FRATICELLI,MARIAN C 703 WEST MARKET ST PERKASIE,PA 18944 USA 18523/156 VOZZELLA,JOSEPH S,ROBERTA& 319055 JOSEPH S J THE GEORGE TRUST P O BOX 1090 BARNSTABLE,MA 02630 USA 11247/231 319056 CONDON,DAVID L JR&MARY E 85 GEORGE ST BARNSTABLE,MA 02630 14145/238 319057 YAYLAIAN,THOMAS&MARGARET 237 PROVIDENCE RD SO GRAFTON,MA 01560 20934/146 319058 RUSCITTO,ROBERT A&BETTE J 113 CARDINAL CT BRAINTREE,MA 02184 USA 11729/224 VIRGINIA C OLDERSHAW REV LIVING 319059 OLDERSHAW,VIRGINIA C,TR TRUST 55 BLACKBERRY LN AMHERST,MA 01002 USA 22166/44 319060 CANDELA,STEVEN L ET AL ,55 OLD NORTH TRAIL MANSFIELD,MA 02048 USA 19667/141 319067 BENNETT,ALAN R 4847 FOXHALL CRESCENT NW WASHINGTON,DC 20007 USA C125869 319068 CONTI,ELLEN L&STREETER,ET ALS %GEORGE STREET LLC 12 PARSONS DRIVE SWAMPSCOTT,MA 01907-2930 22951/328 319069 DINEBERG,KURT JON 10 BIRCH KNOLL RD COLLINSVILLE,CT 06022 22417/335 319070 ANTONELLI,ROBERT T&DEBORAH A 78 ST ANTONS WAY MARSTONS MILLS,MA 02648 21908/147 319071 MARTO,THOMASINA J TRS MARTO-PENTA FAMILY TRUST 234 CAUSEWAY ST APT 915 'BOSTON,MA 02114-2106 USA 7324/356 319072 FRATICELLI,MARION C 1112 PERKIOMENVILLE RD PERKIOMENVILLE,PA 18074 21303/292 319073 JUDGE,STEPHEN E ETAL 42 POTASH RD MANSFIELD,MA 02048 USA 18603/234 319085 LUDWIG,ROGER W TRS ROGER W LUDWIG 03 LIVING TRUST PO BOX 396 'BARNSTABLE,MA 02630 USA C174476 319133 PIZZI,PAUL L&JEAN M 17 HOWARD PLACE FRANKLIN,MA 02038 USA 9523/022 ti I. ' it LEGAL NOTICE TOWN OF BARNSTABLE ZONING BOARD OF APPEALS • NOTICE OF PUBLIC HEARING UNDER THE ZONING ORDINANCE •DULY 22,2009 To all persons interested in,or affected by the Zoning Board of Appeals under Section 11,of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendnients thereto you are hereby notified that 7:00 PM Appeal No.2009.036 , Joyce Realty Acquisition I,LLC. " • Joyce RealtyAcquisition I,LLC;d/b/a/Joyce Landscaping Inc.,has applied for a modification of Variance No.1998-16. The applicant. is requesting the modification to permit development and use of the, .l property in accordance with a new site plan submitted and to allow, . the storage of additional materials,employment ófnrore than twenty:: (20)persons,include landscape masonry workhnm the site,provide for heavy duty equipment at the site and allow for more tractor trailer •i deliveries to the site. The subject property is addressed 68 and 50 :I Flint Street,Marstons Mills,MA,and is shown on Assessor's Map 123 as parcels 004-006 and 004-007.It is zoned Residential F and in a Groundwater Protection Overlay.District. - 7:00.PM Appeal No.2009-037. Joyce Realty Acquisition I,LLC. Joyce RealtyAcquisition I,LLC,d/b/a/Joyce Landscaping Inc.,has appealed a May 13,2009 Notice of Zoning Ordinance Violation(s)and Order to Cease,Desist and Mate issue by the Building Division. The appeal cites that the applicant has filed for a modification of Variance No.1998-16 as requested in the order and that the other activities cited in the order are exempt as agricultural use. The subject property is addressed68 and 50 Flint Street,Marstons Mills,MA,and is shown on Assessor's Map 123 as parcels 004- 006 and 004-007. It is zoned Residential F and in a Groundwater Protection Overlay District. 7:00 PM -Appeal No.2009-039 ' Laugham - James and.Justine Laugham have applied for a Special Permit pursuant to Section 240-91.H(2)Nonconforming Lot—Developed ,.. Lot Protection. The petitioner is seeking a special pethl1t to allow • for the demolition of the existing dwelling and the rebuilding of a new single-family dwelling on the undersized lot The location of the proposed dwelling is based upon the location of the existing structure and does not conform to the required front yard setback off the Way situated to the west of the lot The property is addressed as 100 Bay View Road,Barnstable,MA,and is shown on Assessor's Map 319 as parcel 030. It is in a Residence B zoning district 7:00 PM Appeal No.2009-042 Hazard&Estate of Allen MIkkonen': - Seth W.&Kristina.I.Hazard and Maria Rocha as Administratrix • of the Estate of Allen Mikkonen have applied for a variance to• Section 240-13A,Principal Permitted Uses.. The applicants are requesting the variance for a proposed reconfigured lot shown on a plan submitted as Lot#2. Lot#2 is to be a.combination of parts 1 of two existing developed lots and once reconfigured,will result in two single-family dwellings on the new Lot#2. The Variance is ; requestedtopermitthe continuation ofthetwodwellingson the single lot The subject property is a combination'ef parts of theexisting parcels addressed 540 and 530 Old Stage Road,Centerville,MA, end shown on Assessor's Map'190 as parcels 074-001 and 074 002. They are in a Residence C Zoning District and a Resource Protection Overlay.District • • These Public Hearings will be held,at the Barnstable Town Hall, 367 Main Street,Hyannis,MA,Hearing Room,2nd Floor,Wednes- day,July 22,2009. Plans and applications may be reviewed at the Zoning Board of Appeals Office,Growth Management Department, Town Offices,200 Main Street,Hyannis,MA. Leuia F.Shuf lt,Chair Zoning Board of Appeals The Barnstable Patriot July 3 and July 10,2009 • ' ,ul. a-� Re BAF�NS YALE Ol1 f1fircrr ak�ot ng TRuSET c0Y pvFAD EEDS �-rES� • JOHN E.MEAD REGISTER BARNSTABLE REGISTRY OF DEEDS NOTICE OF DEED RESTRICTION Notice is hereby given of the approval by the Town of Barnstable, Conservation Commission of a deed restriction for the property located at 100 Bay View Road, Barnstable, MA, as shown in the Town Assessors book as Map 319, Parcel 030. This property is shown on a plan of land entitled Subdivision of Land LC Plan # 17933A (Sheet 2) Lots 19 & 20 and LC Plan # 17933H (Sheet 2 of 2) Lot 213 The deed for this property is recorded at the Barnstable Land Court Registry, Certificate No. 182588 , Doc # 1,058,782. The engineered g d plan was prepared p p byJ. M. 0 Reill '&Associates, y Inc. The detached garage will not be used as a bedroom and shall be used for the purpose of a garage/woodworking shop. Date: A er Sign.:ir e:� Print Name &Ad.' =-s COMMO ALT ` OF MASSACHUSETTS ss Date: Then personally appeared the above named t , 1 And Acknowledged the foregoing instrument to be his free act and deed, before me. f 1 Notary Public My Commission Expires: GLORIA L.PAPILE Notary Public Commonwealth of Massachusetts My Commission Expires June 13,2008 a- v. Doc:1:058.78. 03--16-2OO7 11:58 • ' Ct f*:182588 ` � r BARNSTABLE LAND COURT REGISTRY i• QUITCLAIM DEED 4, KNOW ALL BY THESE PRESENTS that we,LAURIE N. SULLIVAN,of South Hadley,Massachusetts and SUZANNE L.NOTHNAGLE,EXECUTRIX OF THE ESTATE ‘ OF PHILJP J.NOTHNAGLE,pursuant to a license to sell real estate dated March 1,2007,see Barnstable Probate and Family Court Docket No.06P-1762FE1 and by every other power,in Q) consideration of One Million One Hundred Fifty Thousand($1,150,000.00)Dollars,grant to JAMES LAUGHARN and JUSTINE LAUGHARN,husband and wife,as tenants by the entirety and not as tenants in common,both of 16 Robinson Park,Winchester,Massachusetts, VI \. v With Quitclaim Covenants v the land situated in Barnstable,Barnstable County,Massachusetts,bounded and described as follows: See EXXHIKIT"A"hereto attached and made a part of. As set forth in said license to sell real estate:"the decedent's share being a one-half interest,that is $575,000.00." Witness our hands and seals this g day of March,2007. y e4e-l'i-eate '7'A 41.11 i..Q 4 t"i La N. Sullivan Adiallt Pc(4. ; e L.Nothnagle,imiu. ►. E to of Philip J.Nothna��� Commonwealth of Massachusetts Hampden,ss. .�t� On this ! day of (lA1u g ,2007,before me,the undersigned notary public,personally appeared Laurie N.Sullivan,proved to me through satisfactory evidence of identification,which was a • . MA Driver's License,to be the person whose name is signed on the preceding or attached document,and , u swore or affirmed to me that the contents of the document are truthful and accurate to the best of r • �. led a and belief and acknowledgedsignedvoluntarily purpose. e� � • �� ,�; �Q�W. g to me that she it for its stated u is .ex:-., lt, ndh-4-4-._it la‘ti-r-- c.,,.. '.....: .-'�., • 1"?,cns* 1 as. Mt,i2„o c_ ,Notary Public .ti ° My commission expires: 6-vt5 , 2.v-O-4 Commonwealth of Massachusetts Suffolk,ss th On this A day of J'10«•' ,2007,before me,the undersigned notary public,personally "" appeared Suzanne L.Nothnagle,proved to me through satisfactory evidence of identification,w i e .F.� '', a vs 'Pas sy r,.�4- ,to be the person whose name is signed on the preceding or attached duc t,';'.* : ••. who swore or affirmed to me that the contents of the document are truthful and accurate to tle. t , 4a;°h knowledge and belief and acknowledged tome that she signed it oluntarily for its stated p fi iitit= 3141 ir'd.'. / ; f .::".1. "• ft•:.6-4.4.' APPROVED Mgt PAGSWINI ' •• a t.rc , OW' t'� My commission a fires: ,,:►�: :,.,, ` c41‘1/7 r -%--- ALEXANDER.HOLMES SQUIRE .. CI F TEE c"x llAllf i: K NOTARY PUBLIC f Y w , n Gdnf'�Iki4e-4- A ,. it COMMONWEALTH OF MASSACHUSETTS MY COMMISSION EXPIRES 06►07J2013 t • 1 ' ��, Commonwealth of Massachusetts The Trial Court Barfit able itsion Probate and Family Court Department Docket No. 06P1752FE1 i•1 0,014, I At a Probate and Family Court held at Barnstable , in and for said County of Barnstable on the i st day of March in the year of our Lord two thousand seven On the petition of Suzanne Nothnagle ecashtier-executrix of the will—of Philip J, Nothnag3e late of Hartland in the State of Vermont iasatisbfkody,deceased,--testate praying for authority to sell certain real estate of said deceased described in said petition—at —at private sale,in accordance with the offer named in said petition or for a larger sum,if ba/sheitkoosshall think best so to do;all persons interested having—assented rtailid—and no person objecting thereto,It appearing that said offer is an advantageous one and that the interest of all parties concerned will be best promoted by an acceptance of said offer. it Is expedient to sell real estate of said deceased. IT IS•DECREED that the petitioneris)be authorized to sell and convey t private sale,upon the following terms: to James Laugharn and Justine Laueharn of Winchester. MA (the decedent's share being a one-half interest, that is for the sum of $1,150.000.00 $54_5,0t4,49) in accordance with said offer or for a larger sum,—if iti/sheshall think best so to do,the real estate of said deceased described as follows: See attached Exhibit. A yypr�::`.I.....1:'•I: :f.l.,r.s'1 [': 1,� .1...r::•. ;1V� :l...i, :1..r,.�`..._ _ 3•'I-..vf•/'1;.:-. .;r�+:�:.,.-.'►. .,wr_•a+Y,1MIGI�JY /ten Justice of the Probate and Family ourt 2 A TRUE COPY ATTEST: EXHIBIT'A' 100 Sunset Lane,Barnstable,Massachusetts PARCEL ONE LAND REGISTRATION That certain parcel of land situate in Barnstable in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: Southerly By land now or formerly of Ernest R. Bigelow et al, by Lot 19, and by a portion of the end of a way,one hundred nineteen and 96/100(119.96)feet; Northwesterly by Lot 212,about sixty-three(63)feet; Northerly by Barnstable Harbor;and Southeasterly by a portion of land now or formerly of F.Russell Bartlett,about thirty-nine (39)feet. All of the said boundaries,except for water lines,are determined by the Court to be located as shown on subdivision plan 17933-H(Sheet 2)dated June 18, 1973,drawn by Edward E.Kelley,Surveyor, and filed in the Land Registration Office at Boston,a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 471 Page 54 with Certificate of Title No.58654 and said land is shown as LOT 213 Said land is subject to the rights as set forth in Certificate of Title No. 10740,so far as the same are in force and applicable. For title,see Land Court Certificate of Title No. 132273 PARCEL TWO LAND REGISTRATION That certain parcel of land situate in Barnstable (Village) in the County of Barnstable and Commonwealth of Massachusetts,bounded and described as follows: Northeasterly By a"Bathing Beach";sixty and 27/100 (60.27)feet; Southeasterly by Lot 20,one hundred forty-eight and 12/100(148.12)feet; Southwesterly by a 10 foot way,fifty(50)feet;and Northwesterly by a 10 foot way,one hundred twenty-four and 62/100(124.62) feet. All of the said boundaries are dete-,nined by the Court to be located as shown on subdivision plan 17933-A(Sheet 2)dated August, 1939,drawn by Whitney&Bassett,Engineers,as modified and approved by the Court,and filed in the Land Registration Office at Boston,a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land Registration Book 54 Page 54 with Certificate of Title No. 8594 and said land is shown there as LOT 19 " So much of said lot as is included within the limits of the Ways shown on said plan is subject to the rights of all persons lawfully entitled thereto in and over the same. The land herein described is subject to the rights as set forth in a stipulation between the petitioner in this case and Edgar R. Bigelow et al filed with the papers in this case on May 2, 1942, and being document number 19,185. There is appurtenant to said lot the right t use the private ways and road as shown on said plan and the right to use the Bathing Beach in common with others entitled thereto. For title,see Land Court Certificate of Title No. 132273 PARCEL THREE RECORDED PARCEL The land in the Northerly part of Barnstable, Barnstable County, Massachusetts, lying Northerly from Commerce Road,a Town Road,and being more particularly bounded and described as follows" Beginning at a stake on the Northeasterly corner of the lot,and in the Westerly line of other land of Eva J.Kenn said stake bearing 24°Kennedy, g South 06'45"West along said Westerly line for a distance of forty(40)feet from a stone bound set on the beach about mean high water mark;thence South 24° 06'45" West by other land of the said Kennedy,for a distance of one hundred seventy-nine and 03/100(179.03)feet to a stake at the Southwesterly corner of said land;thence North 65°53' 15"West by land now or formerly of George and Elizabeth J.Cobb,shown as Lot 21 on the plan hereinafter referred to,for a distance of fifty(50)feet to a stake;thence North 24°06'45"East by the end of a ten(10)foot way,land now or formerly of said George and Elizabeth J. Cobb,shown as Lot 19 on said plan,for a distance of one hundred fifty seven and 81/100(157.81)feet to a stake; and thence about North 61°39'30"East by land now or formerly of said George and Elizabeth J.Cobb,shown as "bathing beach" on said plan, for a distance of fifty four and 30/100 (54.30) feet to the first mentioned bound and point of beginning. • The above described lot being shown as Lot 20 on a plan entitled"Subdivision of Land in Barnstable as surveyed for George Cobb, Sept. 1929,drawn by Jewell B. Snow,Engineer",which said plan is duly filed in the Registry of Deeds for Barnstable County. Excepting therefiu:u a portion of the premises containing 497 square feet more or less conveyed by Shirley Nothnagle to Jane Lyons by a deed dated October 3, 1983 and recorded in said Registry at Book 3924 Page I89 The right to use the aforesaid land now or formerly of said George and Elizabeth J.Cobb, shown as"bathing beach"on said plan,for the purposes of bathing and boating,in common with the said Cobbs and others having like rights,is conveyed by this deed,together with a right of way over the aforesaid ten(10)foot way,and over other ways as shown on said plan,to and from the Town Way. Subject to and together with the benefit of all other matters set forth in the deed from Eva J. Kennnedy to Shirley Nothnagle dated September 26,1964 recorded in Barnstable County Registry of Deeds,Book 1272,Page 219. Being the premises conveyed to the grantors herein by deed of Shirley Nothnagle dated November 18, 1993 and recorded in said Registry of Deeds,Book 8937,Page 178 • BARNS ABBLEjLANDTACOURTT EXCISE Date: 03-16-2007 D 11:58ae Ct1i: 668 Doc4: 1058782 Feel $3, 33.00 Cons: $1,150,000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 03-16-2007 8 11:58am Ct10: 668 Dock: 1058782 Fee: $2,622.00 Cons: $1,150,000.00 r + 4ri. Town of Barnstable,Zoning Board of Appeals—Decision & Notice Special permit No.2009-039—Laugharn- Demolition Rebuild Special Permit 5. All alterations and improvements within the public right-of-way shall be reviewed and approved by the Town Engineer prior to any activity being carried on in the way. 6. During all stages in the demolition and reconstruction of the dwelling, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located on-site with the exception that another neighboring property may be used only if permission is granted by the property owner. 7. At no time will any parking, storage of construction materials or items be permitted in the right-of- way of Bay View Road or Sunset Lane except as may be needed for roadway improvements, landscaping purposes or for utilities and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the district and screened from neighboring homes and the public right-of-way. 9. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals office and to the Building Division before any demolition or building permit is issued. The vote was as follows: AYE: James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, Laura F. Shufelt NAY: None Ordered: Special Permit No. 2009-039 has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. Laura F. Shufelt, Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk.. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 4 r i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION rY- , Afr"F----A4:44e 9-0;603PC Map 'M Parcel OU �,, 1 a on Health Division R1(4 V to Issued Conservation Division V ' k ,,AC?te sea /4)1 G e Application " �S U Planning Dept. Permit ee Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/ Hyannis No\.),c.i. Project Street Address \oL I1' V1W/ p.0' ` Village 13 T/ LE- Owner , iM r JU'ST1 t4 L&Hkr-14. Address 1(8 r,OtiNSON1 ''I''= Telephone \\J tN Clit crt-: frylO l otlO DtstEz oar Rp uef ND 9rcf Bsi D N ?�N1' �/ 1 LIB , . o. w i � ay, -ra s.)cIST(t\t 4D -ram act ...)et s-r1 hlt1, g -I-7234J N! ' ---r©Ni quare„feet: 1st floor: existing 9 j proposed i 9 40 2nd floor: existing -I Gfl- proposed f,O 7 Total new 1740 Zoning District '-V. Flood Plain Groundwater Overlay \ /AN- Project Valua ' 1 Construction Type Lot Size 0,51 AGt S Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. p Dwelling Type: Single Family 14. Two Family ❑ Multi-Family(# units) qAge of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No gli Basement Type: ❑ Full IACrawl ❑Walkout ❑ Other 1 Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) I (4-0 Number of Baths: Full: existing '- new 2- Half: existing 0 new 1 Number of Bedrooms: 1 existing 3 new Total Room Count (not including baths): existing a new & First Floor Room Count 4 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: " Yes ❑ No Fireplaces: Existing �' New 320SF Existing wood/coal stove: ❑Yes No etached garage: ❑existing `(new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: : i :-r ) 1 '-'d Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ i c_ '1— Commercial ❑Yes *No If yes, site plan review# i c Current Use Si 4 Pcivll` >' 12 Sib 1TietrL Proposed Use 31, X rfrMt ' = `irP t►kL— tQl APPLICANT INFORMATION CD rx (BUILDER OR HOMEOWNER) rn Ktel u Name Ft 1\L 2 1- 3l LtNN 1(\11 j Telephone Number 5012) Z410 422)6 Address 71 r) M tDT L{- License # G 5 Oo 34 4- 1 W ytk cit. ) A' 0L73 Home Improvement Contractor# d 5',,27rD t Worker's Compensation # c j25-c-3za ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE10. DATE .. k i FOR OFFICIAL USE ONLY , 3 APPLICATION# . , , f t, I ..._ f DATE ISSUED . _, , • :i • . • MAP/PARCEL NO. , . i , . , . . „ , • . ADDRESS . VILLAGE S , • OWNER . . . . • i . . . , , . DATE OF INSPECTION: FOUNDATION . , . t . ,,.. FRAME ' _• 1 - , INSULATION • , •,. f •, ) FIREPLACE- - . ELECTRICAL: ROUGH . .FINAL - • .. •• d . . PLUMBING: ROUGH _ FINAL , . . 4 f GAS: •1 ROUGH FINAL ' . • _ , I FNAL BUILDING . . . 1 sr" . a -•• . • . i . 1. a I 1, • i s DATE CLOSED OUT . , • . . , . , ASSOCIATION PLAN NO. , . , .., .-• -,, I• . - . r � • 0* ram, Town of Barnstable s,1 \^ Regulatory Services * BARNSTABLE, *` „ASS. Thomas F. Geiler, Director 4i'PeD 1639. p Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma, w. ..._.,„ Office: 508-862-4038 Fax: 508-790-6230 December 22, 2008 Mr. Peter F. Cataldo P.O..Box 292 Sheldonville, MA 02070 Re: 100 Bay View Road, Barnstable Dear Mr. Cataldo, • This letter is in response to your correspondence of December 14, 2008, regarding 100 Bay View Road in Barnstable Village. In reviewing the records of this address presently there is no permit to tear down this house.. As to the Zoning Ordinance your land is zoned RB which requires 20 feet of frontage on a way or road. The Town's maps and even the map of the lots which you provided show that this lot contains at least 20 feet of frontage on a way or road. Because of this he has no requirements to obtain an easement or right of way from you to gain access to his property, it appears that he has sufficient frontage. In order to obtain utilities to his-property.:it would seem that they are in the way and would, again, not need an easement granted by you. I-hope this answers you concerns with this property. . Respectful y, Thomas Perry, CBO Building Commissioner December 14, 2008 Dear Mr. Perry; My name is Peter Cataldo and I own a summer cottage at 179 Sunset Lane in Barnstable Village. The reason I am writing you is to ask you two questions. I understand my new next door neighbor at 100 Bayview Road (Mr. Laughard) has a permit to tear down and rebuild his cottage. There is a 10 foot right of way between my cottage and his cottage which I own. My first question is how does he get into his property? He has no easement from me to get into his property with vehicles and heavy equipment. He can walk to his property. The right of way is a foot path to the ocean. I understand there is a rule which states you have to be either 10 feet or 20 feet from the right a way for a driveway. Does this mean that he is using the right of way as a driveway?? My second question is how is he going to get underground utilities to his cottage?He has no easement from me for underground utility. Enclosed is a rough sketch of the property involved. I know that this is a busy department so I want to thank you very much for giving this your time and attention. I am anxiously waiting to hear from you. My address is 464 Hancock Street P.O. Box 292 Sheldonville, MA 02070 Home phone number (508) 384-8201 Sincerely, ..ec/ 4147 " Peter F. Cataldo Cfl e� • n • fT . ..A.,t,-,,. Pl I • MAP/PARCEL 319029 /1/ MAP/PARCEL 319030 CATALDO,PETER F.MARYLYN LA UGHARD,JAMES&JUSTINE EOL / , . EOL �J EOP \\ SUNSET LANE EOP P� EOL \ / MAP/PARCEL 319031 _ EOP MAURITZ,JOHN F TR EOL EDP EOL / . • • / / . . @r f � Roma, Paul From: Shea, Sally Sent: Wednesday, October 08, 2008 8:38 AM To: 'SKLUGFBF@COMCAST.NET'; Roma, Paul; Mackey, Patty Subject: FW: 100 BAYVIEW Original Message From: Shea, Sally Sent: Tuesday, October 07, 2008 4:06 PM To: Shea, Sally Subject: RE: 100 BAYVIEW Mr. Klug, I did get your voice mail and we are unable to proceed with any approval for the projects that remain in review by Historic. We do not know what recommendations they will make to the plan and as a result cannot approve a permit without specific approved Historic plans. Please pick up your application and submit the permit when the plans have been decided and approved. We will need a copy of the approved plans before we consider the application completed and therefore the application remains in the problem drawer and should be returned to you. The foundation is inclusive of the Historic approval and cannot be issued, separately. Please call Paul Roma if you have any questions. Thank you, Sally Original Message From: Shea, Sally Sent: Monday, October 06, 2008 10:33 AM To: 'SKLUGFBF@COMCAST.NET' ; Roma, Paul; Mackey, Patty Subject: 100 BAYVIEW Mr. Klug, You have informed the building dept. that you wish to proceed with the garage as planned. Patty Mackey from Historic has indicated that you remain on the agenda for Old King's Highway to alter the plan for this garage. As a result you cannot proceed with this application without the new plan with Old King's Highway approval. If you do not intend to alter the Old King's Highway original approved plan for the garage you do need to include the approved plan from Historic with the application you have submitted and separated the project with a new permit application (sign off's not required) . We can help you separate this application from the house permit. You will need to take back the house plans and permit application as your intentions for the house are unclear and you do not have Historic approval for the changes. If both plans are being changed you will need to take back both applications. Thank you, Sally Shea 1 St esafly From: Shea, Sally Sent: Monday, October 06, 2008 10:33 AM To: 'SKLUGFBF@COMCAST.NET'; Roma, Paul; Mackey, Patty Subject: 100 BAYVIEW Mr. Klug, You have informed the building dept. that you wish to proceed with the garage as planned. Patty Mackey from Historic has indicated that you remain on the agenda for Old King's Highway to alter the plan for this garage. As a result you cannot proceed with this application without the new plan with Old King's Highway approval. If you do not intend to alter the Old King's Highway original approved plan for the garage you do need to include the approved plan from Historic with the application you have submitted and separated the project with a new permit application (sign offs not required) . We can help you separate this application from the house permit. You will need to take back the house plans and permit application as your intentions for the house are unclear and you do not have Historic approval for the changes. If both plans are being changed you will need to take back both applications. Thank you, Sally Shea 1 Roma, Paul From: Shea, Sally Sent: Wednesday, October 08, 2008 8:38 AM To: 'SKLUGFBF@COMCAST.NET'; Roma, Paul; Mackey, Patty Subject: FW: 100 BAYVIEW Original Message From: Shea, Sally Sent: Tuesday, October 07, 2008 4:06 PM To: Shea, Sally Subject: RE: 100 BAYVIEW Mr. Klug, I did get your voice mail and we are unable to proceed with any approval for the projects that remain in review by Historic. We do not know what recommendations they will make to the plan and as a result cannot approve a permit without specific approved Historic plans. Please pick up your application and submit the permit when the plans have been decided and approved. We will need a copy of the approved plans before we consider the application completed and therefore the application remains in the problem drawer and should be returned to you. The foundation is inclusive of the Historic approval and cannot be issued separately. Please call Paul Roma if you have any questions. Thank you, Sally Original Message From: Shea, Sally Sent: Monday, October 06, 2008 10:33 AM To: 'SKLUGFBF@COMCAST.NET' ; Roma, Paul; Mackey, Patty Subject: 100 BAYVIEW Mr. Klug, You have informed the building dept. that you wish to proceed with the garage as planned. Patty Mackey from Historic has indicated that you remain on the agenda for Old King's Highway to alter the plan for this garage. As a result you cannot proceed with this application without the new plan with Old King's Highway approval. If you do not intend to alter the Old King's Highway original approved plan for the garage you do need to include the approved plan from Historic with the application you have submitted and separated the project with a new permit application (sign off's not required) . We can help you separate this application from the house permit. You will need to take back the house plans and permit application as your intentions for the house are unclear and you do not have Historic approval for the changes. If both plans are being changed you will need to take back both applications. Thank you, Sally Shea 1 Roma, Paul From: Shea, Sally Sent: Monday, October 06, 2008 10:33 AM To: 'SKLUGFBF@COMCAST.NET'; Roma, Paul; Mackey, Patty Subject: 100 BAYVIEW Mr. Klug, You have informed the building dept. that you wish to proceed with the garage as planned. Patty Mackey from Historic has indicated that you remain on the agenda for Old King's Highway to alter the plan for this garage. As a result you cannot proceed with this application without the new plan with Old King's Highway approval. If you do not intend to alter the Old King's Highway original approved plan for the garage you do need to include the approved plan from Historic with the application you have submitted and separated the project with a new permit application (sign off's not required) . We can help you separate this application from the house permit. You will need to take back the house plans and permit application as your intentions for the house are unclear and you do not have Historic approval for the changes. If both plans are being changed you will need to take back both applications. Thank you, Sally Shea 1 Roma, Paul From: Shea, Sally Sent: Wednesday, October 08, 2008 8:38 AM To: 'SKLUGFBF@COMCAST.NET'; Roma, Paul; Mackey, Patty Subject: FW: 100 BAYVIEW Original Message From: Shea, Sally Sent: Tuesday, October 07, 2008 4:06 PM To: Shea, Sally Subject: RE: 100 BAYVIEW Mr. Klug, I did get your voice mail and we are unable to proceed with any approval for the projects that remain in review by Historic. We do not know what recommendations they will make to the plan and as a result cannot approve a permit without specific approved Historic plans. Please pick up your application and submit the permit when the plans have been decided and approved. We will need a copy of the approved plans before we consider the application completed and therefore the app=ication remains in the problem drawer and should be returned to you. The foundation is inclusive of the Historic approval and cannot be issued separately. Please call Paul Roma if you have any questions. Thank you, Sally Original Message From: Shea, Sally Sent: Monday, October 06, 2008 10:33 AM To: 'SKLUGFBF@COMCAST.NET' ; Roma, Paul; Mackey, Patty Subject: 100 BAYVIEW Mr. Klug, You have informed the building dept. that you wish to proceed with the garage as planned. Patty Mackey from Historic has indicated that you remain on the agenda for Old King's Highway to alter the plan for this garage. As a result you cannot proceed with this application without the new play. with Old King's Highway approval. If you do not intend to alter the Old King's Highway original approved plan for the garage you do need to include the approved plan from Historic with the application you have submitted and separated the project with a new permit application (sign off's not required) . We can help you separate this application from the house permit. You will need to take back the house plans and permit application as your intentions for the house are unclear and you do not have Historic approval for the changes. If both plans are being changed you will need to take back both applications. 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"CORA-VENT" 4NI_ wwwwl wwwwwwwMM PANELS DOOR PANELS I I _ KNEE WALL •emu■ w�wmw�� w� - `O --- �� © Q —w• e -� r �wwwwwwww� O ©- © __ o KNEE WALL ww � iP _ N `1 lb 11 12iS a� SECOND FLOOR 11 y JI ? SECOND FLOOR m ®. - IrI 7 1 1 `1 J 1--- ,I X 10 FREIZE 15 5 - FIRSTFLOOR PLATE r,I� I I 1 I I ,1 I-1 ILI FIRST FLOOR PLATE •a R',M WIIW I-1P •---- .. ,1k E cs --— — -- - s .. ,e _ .._ _ - ) - - _ WUW HUK @ 8'-0' $ mri -Ni IfIII III J I I II 1 I I aa I X5/6 CORNER BOARDS 1 1 L I Ill I rl t o © © © - © © © © © - ® 111II* O © © _ [ 1 E ro I - _. WHITE CEDAR SHINGLES _ _ _ r11 1 — Q ai 1 I 1 1 1 1 1 PRE-DIPPED IN BLEACHING OIL 1 1 I I a• 51f 171( tilrr$r� �r��1 I ��I r�]I�1 �11r 1 1 OVER TYVEK PAPER('TYP) ,� r �'� I�o�, , I 1 t gm 11 r � 1 FIRST FLOOR we FIRST FLOOR T Il 111 I I II,I 11 I 1-1 I 1 1 1 1 1 rill 1 �® TOP OF FOUND. II TOP OF FOUND. 1 • 1 ELEV. 18.5 ELEV. 18.5 ]�a I I I /� PROPOSED FINISH GRADE ELEV.@ 17.5 /J PROPOSED FINISH GRADE ELEV.@ 17.5 • I IT) _i- I x l 0 WATER TABLE , I x 1 0 WATER TABLE IZe�� ��� �� U- a NORTH ELEVATION EAST SIDE ELEVATION JIM AND JUSTINE LAUGIIARN RESIDENCE 01 00 BAY VIEW ROAD, BARNSTABLE, MA MAP#3 19 P#30 ,�0,°r_ REVISIONS DATE: 6_py_py SCALE: I/4"=I'-0° I DRAWN: TGD DRAWING NO. m Patriot Builders 0 A2 JUL 0 8 2009 ll]Rm.Zif-Hury R Harwich Pon, s o Aa.e(WV-430 771 Far 6M (10snav 0- I 3 G I 0 SRFFT TITI F• Town of Barnstable f 1 - P"'""'1..._.--.-.. I ELEVATIONS Old King's Highway Ill Committee / • l• 1 . , . • • • A .. . . • ___, • Barnstable, ! • • BARNSTABLE HARBOR CONSTRUCTION NOTES: ! BARNSTABLE HARBOR ' . . •.... . • -,‘, I.)CONTRACTOR 51-1ALLBE RESPONSIBLE FOR VERIFYING"ME LOCATION OF AU. , UNDERGROUND AND OVERHEAD LIBLITIE5 ERJORTO COMMENCEMENT OF WORK. .•' LOC I.J5MA., . /-Marsh Grass___I • • • 2.)OWNER/cOntrizAcrog.SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR • . / r____s----- • . , ' . TO ECAVATION..: ' • . . • 3)CONTRACTOR SHALL VERIFY BUILDING 50BACKS; COMPLIANCE WTRI ZONING . . Ealing Wtild.LI32-1-!/8101 ,..,,,,. If. . , „ 7- .,--.73 .. . -\.,,`",4 m'i•.- • SETBACKS NOT DPRIESSED OR IMPLIED HEREON. • ' MAI • ' __ . C71 03#- , . . - -'-‘".51 • . . • -3 '. . . . 5.)EXISTING DECK.TO BE RE-BUILT WITH 5'EXTENSION TO THE EAST.DECK TO BE -- • • . . - Z w .. . . . • . • - • - - - '----. Or-- ......_ - . . • ---",-,•-•• '.-... • I Ni• i== e•ZI. CCU) • . • 7"-"lf ,_ . .., , '•••• . ...., G)ALL ROOF RUN-OFF TO BECONTROLLED BY STONE TRENCHES UNDER AU. . DRJF UNES. . , M , ...,, * ____. ......_ ....... •"...... (9 ' - • MA 0 03 CC •CT- ' Lt- 7.)UM IT OF WORK SHALL BE AS 5HOWN.A Rpw OF DOUBLE STAKED TAMALES Eosbng Hand Rol '. .• ''T " -.no ---',c . (±7. '''L,....i.„., ---rililly Ifir -,,,j,- , ,,,. ' -- Flood line as Scaled From Ci . -' SHALL BE CONSTRJJCIED ALONG THE WIT or WORK LINE FIBOR TO THE for Stairs built into Revetment ''' , ,. C,.72-"Nimo--. ."--,C•rr ',MC> - """T> lir II* Or -e-..", rr""7" :Tv .3'M. Community Panel NOT TO SCALE (L --1 CDC-) ., . __Ei ... 2 5000 I-0010 •• commeNcemrr or my woRK, _ 411. . :111//r -,t.: .4.11•:, -.-r'..-' c:L 0 N < BIJI ---F.-- PROPOSED AREA OF NO LAWN [3-L -.<14 / . . ...- -3 • 8.)THE 011iDOOTE SHOWER 511All tie SET ON 18'THICK NATIVE 3/4°TO I 1/2' ONLY NATIVE PLANTINGS WITH 4' 'rf , . .s'N s c,,....2 lir' ''' ' IL-.lill al?, ,a) -'., cn rn LAND COURT PLAN# 17933A(SHEET 2) CERTIFICATE OF TITLE# I 82555 . CD En , . PATH TO REVETMENT STAIRS " Or .. ••""-"' V /-'2--- . .." j?' v.r- Er) ,7 01 1--- t, A55E550125'MAP 319 PARCEL 30 = I 9r)TOTAL UPLAND AREA 15 I 2.TOO eri . • 1::1--- • r ,,..,..,,,,_....... .. . . ,...... ) A._ t--_-......,•. ,(. .. - __ __ __ __ _ i: .=)--i -: . . --,• ,,tv--- .\. ,e*..:: . ( --ED sy, • • • Land Court flan 1 7933A Sherrt2 • ilt- -A- Ik.,-,,,,,\-ct . jo,-.n''' - \ \\--,,,\ -,..6k,.;••,-,-... ,,0,.. C'..* Ali7iNiiiii 4.Ate, II: • • . . . . . Map 315,Parcel 29 - 4iN:,.'\\`' -'-....•,'. •-:,,,' ak 4W,\\ A\\ \\.,N\Nr .; 13.6. LEGEND . . . . PROPOSED DECK TO REPLACE to I S'tit* \ \\.\\\A,\\\ .4,Vars;\' \,,,\ ` ----( .)--- EXISTING CONTOUR • cias-riNG DECK WITH A 5 \\\ Top of Coastal Bank --32 PROPOSED CONTOUR • • - ' EASTERN EXPANSION ' " / . -•''' sv \ \\--\''' WA, '- \.‘s‘ \ \ %. ' . x 1 2.34 EXISTING SPOT GRADE . . . • si Ar. ...ii,"'i," \'.`\\ \\\\ \\,,,'" 7 x 14.7 14 14.' ?.!.., • ' . • / : • if;illi, ' A . l',Ebb So, . 24,6 PROPOSED SPOT GRADE PROPOSED DWEWNG TO t.....er‘ . „,..8.1f-‘, ., . -W- WATF_R SERVICE UNE REPLACE EXISTING DWELLING - I i PARCEL 30 4...44%, -- T.O.F.EL..I 8.5t / MB-'....., 5„0. 133 / 444,444 50'Buff 11,M -5- SEWER SERVICE . '‘Calculated Area 20,24' 5F±r Nytar. • / Ay .."4' -u- -UNDERGROUND UT1UTY SERVICE • .. • • ''''•rf," •'''§•$V,N' ra d e ' A / * /4. . . -1' • 0 I / 6 . -11-- GAS SERVICE UNE ' • T5ESEFTTIcHOTLEAN/KBORJNG LOCATION .; . . , . Eastmg Oak Tree to Ronan, . 17.3 ' '.•, . I l')/g 6 . . . ,. . . .. . . . • A , . DB 015TRJBLMON BOX • . \ .44 i/..3, ' 5A5 SOIL ABSORPTION SYSTEM ' '''' • 7.5 %. : . *** t4 eAnk / RE,Er. RESERVED FOR FUTURE -,.-iii.lai - • ,33., UTILNY POLE Stone Trench,U5e 3/4 to . 45"64,9 •\ POSED c HIGH tr.'. - . , 1 I/2 Stone ci,w1,4,9 ,,•i 121., , 41• . '!jilt ' 83 CATCH BASIN ,. ... ..../ -a...,...11 ar PROPOSED COVERED FIRE HYDRANT . . . / '' "t5 . • -6" PIEWAITta.„...* AKIELVNIV- .41,?' ENTRANCE DECK, t . WELL STONE TRE.NCI-1. DETAIL 17", 17.o p 0) / PROPOSED AMMON 0 DRAINAGE MANHOLE 1 , 6a5 Treesehrubs s . - ' / / ,./ /70.,„ 4111W4F.''. • . /...: , IR CONCRETE BOUND,FOUND FOR ROOF RUN-OFF ONLY to ft'grnam but Tnnuned 11 P, / / • 4 / ' ' 1771151,1,6' - - ToP OF BANK . Back fot Adeepote -4' CS Found .• (-vs . • •/... 1 • Construcbon Access i ' kr) bash -a-a-7a- LIMIT OF WORK BENC,HMARK: - ,O., 4.. Map 3 15,Parcel 5 I "g Dimino - FENCE- • , Top of Concrete Bound ' •---"•-----°-"--- EDGE OF CLEARJNG 'ELur I 7.8t(I 929 KrISL NGVD Datum) , ......-.. 4, ,„„,,,y..•;.s-;.•:...,:, • .,, at 173 ' .407 --. . ' . 'n1.1".... ''''. • ' '-,.. , -... OAK TREE . CEDAR TREE • 7----_____________. CO :49104,4,411',.,,,-i'. -:...:1';','4-'...." ' !' •0 GRAVEL i P ' • . •-•i..... DRIVEWAY I .44 I 00 EhdT CHERRY TREE .,F to . ., ..........,.:.•., ...• N'' Coasbf Bar' ,oe 4 ,a. '''''''..... .4:;::•;';',:;7‘:. .- 40..4.'4:'tj44),11‘ill k.1114* -'"g.D...._ ' basting Isolated Vegetated Wetland PLAN REFERENCE 1 ' 41. -qv LAND COURT PIA** I 7933A(SHEET 2) Eostmg Sewer 5ervrce C DV. „;< k* ,'Ai\ . 1-;4:211*' ' LAND COURT PLAN# 17933H(SHEET I) ' . 4\\.\1,, ,iNp.. 41111r . LAND COURT PLANt 17933H(SHEET 2) 1:2) 3: SO 'Oa PROPOSED OUTDOOR A„ /(,)74 t cr '' . /0; 1+.4...)....'.411.1111V.c. .100„ ....*". „,,\_,,,,.. ......,,,,i Ak. .%.011, s'‘ 1.73 /4e,074 , P5RtirPOSRED PLANTING AREA Elf SUN5ET LANE , • sewer MIA 17.4/ L/' Appratimati Locabon of Two(2) . . " e . 15.1 C=) CL7 • , Cedar Tn5es to be Removed 17.5 4,,,,‘Kfi'',4 kt '&5 • PROPOSED GARAGE 0 CZ 0)w • Revised OG/26/09:Revised Top of Foundation elevation,adjusted grading < /....„„ •• ilk. I . WITH ATTACHED 511ED afj ,-1-7..= , 20're IC GARAGE f37 .12 . - . • 01 / \- sO At,. / . . i 6'a 5'SHED Revised 0E,111/09:Revised to provide 20setback to garage/shed, ••-- i'.7)(--: ', •00, . f SLAB ON GRADE CL z . -... added Upland Area(Note 9) it 1 Ammo:ornate Locaboo of • . .-„._. ... -..... • , Eastang Shed TO BE REMOVED FROM PROPERTY Revised OG/02/09:Revised to show outline of foundation of dwellnig. ----) 013 • / Existing.Watcr 5ennce ' CS Pound PROPOSED umrr OF WORK . - • . . Added shed to Proposed Garage and showed existing*lied to be removed f-0 . • Revised 08/15/08:Revised proposed dwelling footpnnt. PLi\N Map 3 I 5,Parcel 31 i Edge of Wetland . Revised 08/15/08i Revised top of foundation,added native planting area. • . .)- • ; • SCALE l•-20. i --- • • . • - < ' • --.. • . Revised 05/06/08:Revised garage loCation.Added IC/ways*mitigation. , . ".-.0 OF ..• • • / Map 31 A- .'''..' • '''''‘'. . '.'4444.1:...? Revised 02/15/08:Revised pervious pavement and stied note. • . CO 17.1 -4.- . . • . . . • / i --• P.LANTING TABLE . -- * JOHN JOHN M. ,,,.:. Mr. James * Mrs. Justine Laugharn ----.„ 1 m, . it aREiLly ,IL col', ' Go PATRIOT BUILDERS.INC. ' • , • • o , . SYMBOL SPECEIS. .. SCIENTIFIC NAME HEIGHT SPREAD NUMBER AREA . ' I '' 15g:Z) t7; • ' 'V."1, .' .!' ' 537 MAIN STREET,HARWICHPOftT,MA 02G4G INDICATES INDIGENOUS TO THE SITE I " 'Tt-4. - SHRUB LAYER, • Map 315,Parcel 49 4, P.,7r;-71/PIN/ SITE PLAN: SHOWING PROPOSED . . § kV suit'Shieberre' Vaer.marm corym bossum I 2' G' ,, • 5 207 5F • • r _.-1,.. -.'Jla r•Er., <4 • Pansy Voilloa, 5aladisoolor . t 2' 6' r 4 ' I 63 5P kulT-F-q:. 4441:`10) . . ADDITION.AND GARAGE Ink Bony Ilex glabra 7' 3' 7 t 12 SP ::L.T. - , I 00 13av View Road. Barnstable. MA • hate LAYER I.)U35 AREA:THE PLANTING AREA MAY BE SUBSTITUTED WITH A'NEW ENGIAND NATIVE Lis . Little Bkiestem Sclissohynurn Scoparrus 4' N/A WA - I 72 5F WARM SEASON GRASS MIX'WITH APPROVAL FROM CONSERVATION AGENT. 4& VARIANC REQUESTED 4,:ili el. M. O'REILLY SC ASSOCIATES INC. A Fiat Top Aster Astir taribellalis IS' 'N/A WA .197 SF PA.?-;:nrr •- • / • A ' Stall Aster' , Lonacto blank:bus 18' WA N/A 2.)A AREA:ALTERNATIVE SPECIES USTED IN TABLE MAY BE USED IN'A'AREA EASED ON' , • -°,5 ' • 0141'0:. Proles/Song Engineering, flortiey1sig Servieee A . Sale Leaf•Golden Aster Pityopsei falcada 1 5' WA WA • PLANT-Kau/ LI. ITVWPIANTED WTRI A NEW ENGLAND 1.)Proposed Garage within 50'Buffer to Wetland . . , ALTERNATE VAIDNDWERS • CONSERVATIONAMLDNOWER MIX'WEDS APPROVAL FROM CONSERVATION AGENT. • I 0'held 40'variance. . mire Loss.Sane Lythtum zibeline 48° • WW1 Blue upne.c Lamas'Perenrks IS' 3.)TOTAL PLANTING MA 1194 Sr* INCLUDING 343 5.F.* WITHIN THE WETLAND ' ' • 1573 Kelm Street- Bente OS • Pnnge4114r4)Tte . Lystreachia ciliata ' 40. • 0 20 40 ., GO P.O.Box 1773 • 0108)1398-6601 Mee Brewster.MS 02631 (5001111-5602 Fax • Rough Goldeired. . • Sotdrgo parole 48° 4.)AREA INSIDE WETLAND TO VEGETATE NATURALLY.BULRUSH.SENSITIVE FERN.AND 'r r - r-•( 'DATE . • Joe-Pye Weed .Eudatonum fatulosum r uNIDENTinED GRASSES OBSERVED 4/25/05,Arr5a5mArE AREA.,343 5.r.± 1 SCALE I•=20' • SCALE BY: T CHECK, JOB NUKABER, .. . - • . G:VI.A1obs‘AIDAte48030vg 4503\4803.pmen.e.l.rev6-26-09.deg 02/13/05 As Noted JMO/F JMO B007-4503 . • ' I . , • • . . . . , . . . . ' - • -______-___ - ' .,_. ' • • . . k Barnstable, BARNSTABLE HARBOR Mn CONSTRUCTION NOTES : BARNSTABLE HARBOR .... cocas I.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL l' UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. \ •••` �- y ,(.0., ' Marsh Grass .. I 2.)OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR v ,���' TO EXCAVATION. • 3.)CONTRACTOR SHALL VERIFY BUILDING SETBACKS; COMPLIANCE WITH ZONING SETBACKS IS NOT EXPRESSED OR IMPLIED HEREON. Existing Wrack Line I I/8/07 __ _--x 7.8 13 o • -x 4.)TOP OF FOUNDATION TO BE RAISED TO 19.5± O 9" 5.) EXISTING DECK TO BE RE-BUILT WITH 5'EXTENSION TO THE EAST. DECK TO BE // co ON SONO-TUBES_ (0 --- , .�.- , �gast`I Beach • J coo 6.)ALL ROOF RUN-OFF TO BE CONTROLLED BY STONE TRENCHES UNDER ALL ® �~ ;:- ---9,3 .-. a•t om ,f " _� DRIP LINES. I I O f W._ �+y Vent _ O(y ate m s - N Ro 7.) LIMIT OF WORK SHALL BE AS SHOWN. A ROW OF DOUBLE STAKED HAYBALES Existing Hand Rail / ° " - -.-__ ♦ Flood Li ie as S aled From +� for StairsbuiltRevetment o into > •:�- ,.- Y; .-- -..:.... . .._.� ._ .. ' � � SHALL BE CONSTRUCTED ALONG THE UMIT OF WORK UNE PRIOR TO THE , .-.-, ,- .�---.., ,•--.,; : ;--_ ". -. .• ..�.,� ;�� ,`�• • .' -"' - �7,5 �♦ Commur�t Panel � NOT TO SCALE f I 25000 1-.00 1 D COMMENCEMENT OF ANY WORK. ;. .T�� r I 1 '_....,., . 7 '-_ � � /',, to PROPOSED AREA OF NO LAWN ® _; --_ ,-�� -_ -_..._ :-- , , t`- - x`` - `' Is' THE OUTDOOR SHOWER SHALL BE SET ON 18 THICK NATIVE 3 4 TO I 12 118 . m CJ 8.) / / ONLY NATIVE PLANTINGS WITH 4' ,: �,. ,� "�:-. -•�- � � ,� -- -...,., , ;C ;, � m LAND COURT PLAN# 17933A (SHEET 2) GRAVE. , , _ -- _ :._ ,'-•- . - �'" ^---- - " c ♦ cr) PATH TO REVETMENT STAIRS �:- f 7 m b CERTIFICATE OF TITLE# 182588 9.)TOTAL UPLAND AREA IS 12, I00 SF± I41 - �I'Q 'ev msn, 1 - ti ASSESSORS' MAP - Existing '10'Way'See /00 `� --_ ;x 3:z ` oo S5 3 9 PARCEL 30 Land Court Plan I 7933A Sheet2 + y e -8 - 13.6 c ��. tala~ x1 '4 2 , 2�a�.T U Map 3 15, Parcel 29 � � �` ;- o L1=GEND , . PROPOSED DECK TO REPLACE EXISTING DECK WITH A 5 ® N 160 14 , 0b9 EXISTING CONTOUR Top of Coastal Bank 32 PROPOSED CONTOUR EASTERN EXPANSION ' \ 17. 6:`.• x 14.7 x 14.7 • 3.8 XI2.34 EXISTING SPOT GRADE yj n,7 �` ♦ 24x5 PROPOSED SPOT GRADE `}c x, PROPOSED DWELLING TO \ , • Flag Pole `So, -W WATER SERVICE LINE C�'y< REPLACE EXISTING DWELLING iv PARCEL 30 II-- a T.O.F.EL=18.5± / 182 ieck 15.0, 13.8 e�, " -s SEWER SERVICE .,, , . �a / I / Calcuated Ari5 20,24' SF± oi -U- SERVICE UNDERGROUND UTILITYV �� ; - - GASSERVICELINE 143 TEST HOLE/ BORING LOCATION / h x / ^ Exstm Oak Tree to Remain i• 173 '1.�„ ' 'x3 \ g - I5T SEPTIC TANK\ x r 171 / DB DISTRIBUTION BOX/ II SAs SOIL ABSORPTION SYSTEM NI-Buffer From Reserve RESERVED FOR FUTURE Proposed 2'(w) x I' Deep � 3 r *# „.' Coastal BankStone Trench, Use 3/4 to \ OPOSED6'HIGH k �I > h Lawr1/Area - �.!13,9 �, UTILITY POLE I I/2 Stone '\\\\ e/i,r, \�� NE 9��s' ;j =i ^} �. ,`n O.OT \\\ * •� 4' x �h�,AlO qE�� CATCH BASIN \ \ /)x ,L .� EW a PROPOSED COVERED r `4 FIRE HYDRANT \\ \\/,,:, s 5, ' ENTRANCE DECK e WELL STONE TRENCH DETAIL 17.3 17,0 - 7 / / / �'♦ I'�� A rr PROPOSED ADDITION OD DRAINAGE MANHOLE / t,1t FOR ROOF RUN-OFF ONLY Existing Trees/Shrubs b `'�-'6, / xs/ 5-, t CONCRETE BOUND, FOUND to Remain but Trimmed -. i / f ,. •- „ - /,� C5 Found t�' , . U / ti7 � i `� 14.4 =; . - _. ..-- TnP OF R/'.AI Back for Adequate S j 1 Construction Access / a1i, /- 1� Eastm •-•--0'--- LIMIT OF WORK BENCHMARK: yo 17 �' / LBS Map 3t5, Parcel 5 I f 9 D�'epmgFENCE Top of Concrete Bound EL=17.8± (I 929 MSL NGVD Datum) 1c M r��� 79 "�^^�' EDGE OF CLEARING LE NG ��' x 4' / \, x 17.3 \�' 74 r� 14s \' \\. OAK TREE :it ® I '_ . l ••i ..\ .� 100'Buff .. CHERRY TREE �` DRIVEWAY ` 16.9 �� I5Aer From 4* /Mir © �' ��' Coastal Bank j r03',� / �?//yi,h �/ XS "9�. Existing Isolated Vegetated Wetland PLAN REFERENCE Utility Pole P� . :Nit,/� ; Air ,lot �e// Approximate p oxi Sewer Sete vicfOn ,f CB Foun. �� e"� p ,, ' Existing tF e N �� "9 LAND COURT PLAN# 17933A (SHEET 2) 7.z ti \�` i.�l,H/ LAND COURT PLAN# 17933H (SHEET 1) 3, \\\\ Sp -.0 / x tsaa LAND COURT PLAN# 17933H (SHEET 2) /� \',�\. •00' / . 6 I. s all, 6,0, PROPOSED OUTDOOR SU' `t`-'t- /� ��a�� \ / / si �x \�i.\• SHOWER L/-�NE ;7.5 �� 3 O �� / vk PROPOSED PLANTING AREA Sewer Manhole-, 17.4 JV '\ m 0 ,It, p� \ r \ Approximate Location of Two(2) 15,1 17 Cedar Trees to be Removed 17.5 4 ` PROPOSED GARAGE Q �,§� \\\ sIt Revised 06/26/09: Revised Top of Foundation elevation, adjusted grading WITH ATTACHED SHED \\\ s, . \ 20'x 16'GARAGE 0 7'I \.N. d0' L / / SLAB ON GRADE Revised 06/I 1/09: Revised to provide 20' setback to garage/shed, / _ Existing Shed TO BE REMOVED added Upland Area (Note 9) Approximate Location of ... . FROM PROPERTY Revised 06/02/09: Revised to show outline of foundation of dwelling. W E Existing Water Service CB Found PROPOSED UMIT OF WORK Added shed to Proposed Garage and showed existing shed to be removed t p Map 3 I5, Parcel 3 1 Edge of Wetland LANRevised 08/15/08: Revised prorosed, dwelling footprint. v )- SCALE I"=20' / Revised 08/15/08: Revised top of foundation, added native planting area. 4 .._r .7 LI -.0 05/06/08: Revised garage location, Added 10' ways $ mitigation. �Q\ / Map 3 15�0,3����I�� .4a��,�'�' �j Ur ' Revised 02/15/08: Revised pervious pavement and shed note. b O 17.1 ‘.�<5 ��� �. t , PLANTING TABLE viQ; JOHN "e. 4' JOFINra. '1�,, ' Mr. James $ Mrs. Justine Laugharn t'l M. cry L?'PFI LY is �� o 'L�r tit .� ''l_ )c7:.,--;, do PATRIOT BUILDERS, INC. SYMBOL SPECEIS SCIENTIFIC NAME HEIGHT SPREAD NUMBER AREA N6 "' a0 537 MAIN STREET, HARWICHPORT, MA 02646 INDICATES INDIGENOUS TO THE SITE , SHRUB LAYER - Map 315, Parcel 49 �' Te ,( SITE PLAN: SHOWING PROPOSED Q High Bush Blueberry* Vaccinium corym bossum 12' 6' 5 207 SF ®� f .� 49 SSA '$ ,,f"✓, GARAGE 0 Pussy Willow* Salix discolor I'2' 6' 4 I G3 SF NOTES: 8.6 m�Nt} SLI \1 • . :y.,� 00 Bay View Road,DBarns' tab e MA 0 Ink Berry Ilex glabra 7' 3' . 7 112 SF �,.�ty , HERB LAYER I.) LBS AREA:THE PLANTING AREA MAY BE SUBSTITUTED WITH A"NEW ENGLAND NATIVE �.F \• VARIANCES REQUESTED �1� ws Little Bluestem Schizachyrium Scopanus 4' N/A N/A 172 SF WARM SEASON GRASS MIX"WITH APPROVAL FROM CONSERVATION AGENT. x/st, T7�� A Flat TopAster Aster umbellatus 18" N/A N/A 197 SF "9 p �iM � J•M. O'REILLY & ASSOCIATES INC. . A Stiff Aster Lonactis linarifolius 18" N/A N/A ", 2.)A AREA: ALTERNATIVE SPECIES LISTED IN TABLE MAY BE USED IN "A"AREA BASED ON \9.0 wei/'"y 1P.1��I' .• I . Proposed Garage within 50' Buffer to Wetland Professional Engineering, Surveying Services A Sickle Leaf Golden Aster Pityopsis falcada I 5" N/A N/A „ PIANT AVAILABILITY. AREA MAY BE PLANTED WITH A"NEW ENGLAND ) p g ALTERNATE WILDFLOWERS CONSERVATION/WILDFLOWER MIX"WITH APPROVAL FROM CONSERVATION AGENT. 10' held 40' variance rurpie Loose 5tnfe Lythrum salicana 45" -- 1573 Main Street - Route 6A Wild Blue Lupine Lupinus Perennis 15" 3.)TOTAL PLANTING AREA 1194 S.F± INCLUDING 343 S.F.± WITHIN THE WETLAND P.O. Box 1773 Fringed Loostnfe Lysimachia ciliata 48" 20 40GO (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax Rough Goldenrod Solidago patula 48" 4.)AREA INSIDE WETLAND TO VEGETATE NATURALLY. BULRUSH, SENSITIVE FERN,AND Joe-Pye Weed Eudatonum fistulosum 7". UNIDENTIFIED GRASSES OBSERVED 4/25/08: APPROXIMATE AREA=343 S.F.± SCALE I =20' DATE: SCALE: BY: CHECK: JOB NUMBER: G:\AAJobs\A$E\A$E4803\Dwg 4803\4803.proposed.rev6-26-09.dwg 1 02/13/08 As Noted JMO/f JMO 8007-4803