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HomeMy WebLinkAbout0040 TRINITY PLACE Ac a c� .1 ,.� ..� •'- d �,, ;. � � -....�" :i� µ irik, •.r' ';:� r�c^r.,.: `y -a�1•"... ;:F` � a�"»y...' f -:�+h�._4l. .S . K 41 . ...'. ,�'. ab rx ;.� `,.. •�� M�" M"�..A.• ^' a. ,.j,; ,. :: w': e �;. .e� +. a t+'�N^iia+,� w ., '�'� .'GF. 1 { ', f5.,f , y M f _ P , f 1 1 A 4 'i i e , ` o% { a e 8; b r j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-T Od Parcel ® Application # 1. Health Division Date Issued 4A �^ Conservation Division Application Fe F Planning Dept. ' Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address i I D f r Village Ccl` V � l Owner 4 ­�c�k "'CA Address Telephone Permit Request a L Co rt 1 C o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft:) - Basement'Unfinished Area(sq:ft),- _- Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage�0 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ 7 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION — ----- --(BUILDER OR HOMEOWNER)- Name - G-�' �-+�,���-;�y-� �o � � �"Jl U•f t\ _ Telephone Number ��� `73-1 Address License # Z' Home Improvement Contractor# Email C ► C`A f e An a ( C Worker's Compensation # Coco 10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �� i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE OWNER r DATE OF INSPECTION: _r FOUNDATION FRAME � Zia (L INSULATION } FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 1 FINAL BUILDING DATE CLOSED OUT ti ASSOCIATION PLAN NO. { I F Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-063172 `--_ Construction Supervisor , MARK D GRANT C ' PO BOX 8139 PLEASANT,ST , EAST.DENNIS MA 62641 CExpiration: Commissioner 09/21/2017 { R Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 021.16. Home Improvement Contractor Registration.; Registration: 129461 Type: Individual Expiration: 9/8/2017 Tr# 270811 Mark D. Grant Mark Grant - P.O. Box 8 E:Dennis, MA 02641 eUpdate Address and return card.Mark reason for change. Address Renewal ❑ Employment Lost Card SCA1 % 20M-05/11 ^` Qom' - J. —•-.�--. '�..`_..—_— - -_ V�6 UQOTUI72d72(Q6CLll�Q�.VOGCCQ3lGC�CG18 i License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: _ —fiOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Ltegistration: ;w129461 Type' 10 Park Plaza-Suite 5170 FExpiration - 9l8/201-7 Individual Boston,MA 02116 r ;fit r:=',=r.; `'c=�l}✓ - _ Mark D.Grant Mark Grant * 1 T 39 Pleasant St. �' f f E.Dennis,MA 02641 Undersecretary - Not valid without signature 1. GRANT-1 OP ID:PS ACORN" ERTIFICATE OF LIABILITY INSURANCE DATE 10/08/2015Y) 10/08/2015 THIS CERTIFICATE IS ISSUED AS MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF I SURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate hold r is an ADDITIONAL INSURED,the polioy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the poll y,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such end rsement(s). PRODUCER CONTACT Edward J.McGrath Insurance NAME' E.J.McGrath.Insurance Agency PHONE P.O.Box 1003 (A/C,N Ext:508-385-2454 ac Ho,508-385.5991 Dennis,MA 02638 C-MAIL ADDRESS: E.J.McGrath Insurance Agency y INSURERS AFFORDING COVERAGE NAIL 0 INSURER :COI11merCe Insurance Company INSURED Mark Grant INsuRER it,AIM Mutual Insurance Company Quality Construction P O BOX 8 INSURER 0, E Dennis,MA 02641 INSURER n: INSURER E: INSURER F i COVERAGES C RTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE;POLIC ES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR M1 Y PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SU H POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIIYYYY MMIDDY� LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS MADE FRIOCCUR BDTPWS 11/07/2014 11/07I2015 FMI E Eaoeeurrenca S 100,00 Business Owners . MCD E•xP(Any one parson) $ 51000 PERSONAI A Anv iwuRY g _GE_N'L AGGREGATE LIMIT APrLIEa PER: GENERAL AGGREGATE 3 POLICYID PRO JECT El LOC PRODUCTS-COMP/OP AGO S _ OTHER: ICSL $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 6 Me accldenl ANYAUTO BODILY INJURY(Per Person) 9 ALL OWNED SCHEDULED AUTOS AUTOS OODlLY1NJURY(Perereldenq S NON-OWNED PROPERTY DAMAGE 3 " HIRED AUTOS AUTOS - JPol i a UMBRELLALIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-W DE AGGREGATE 3 DCD I I RETENTIONS S WORKERS COMPENSATION X $T TUTS OTH- AND EMPLOYERS'LIABILITY FR B ANY PROPRIETORIPARTNRR/6XECUTN� Y N VWC6007067012015 04/10/2016 04l18l2018 E.L.EACH ACCIDENT $ 100,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EIMPLOYFEI S 100,00 If XeF dn:rrihn undar DtSGIRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 PROPERTY 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VE iTCLES(ACORD 101,Additional Romaft Schodulc,may ho aUeelldil If more apace Is requtred) CERTIFICATE HOLDER CANCELLATION BARNT01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable ' THE EXPIRATION DATE THEREOF, NOTICE WILL,: BE. DELIVERED 1N ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis,MA 02601 E.J.McGrath Insurance Agency 01988.2014 ACORD CORPORATION. All rights rescrvcd. ACORD 25(2014101) - The ACORD name and logo are registered marks of ACORD T/T ebgd 0EZ906L809T:OJ T662296809 eoug znsuI>i�a zcJoYlt3 wo�3 8TTOT 9TOZ-TZ-1,6 .� ?Tie Commomvealdt of_Vrrssr diusetfs �e,�rErrfinetit o,f l'rirlustrial Accidei� t� Of ize-of fmmwtiga iens. 600 Washington Street _.. Y. Boston,MA#2III kVwvai�nrrrssgrrvv/rlin , Warkers' Campensat an Insurance Affidavit:$•ceder SiContracturslElecEricians/Plumbers Applicant Infarmatian Please Print f eaibly Name use anim ionffndhv sal)-_ � Address: Citylstatel jE..,Isis (3L �{C Phone Areyo an employer?Checkthe appropriate box: Type of project(required): 1. Zamm a employer-with 4. ❑I am a general contractor and I —�— 6_ New construction full arrdfor art�ime * have lrireaitlie sub-contractors employeesC P � 2.❑ I am a sale proprietor orpartaer listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-conlrac#ors have g- ❑Demolition wor1� for nee in any capacity- employees and have woticers' [No vt,orloars' camp.insurance Comp.msuran+p# . . 9. ❑Building addsitan rewired-] $. ❑ We are a corporation and its 10:❑Electrical repairs or additions ofI"acen have exercised their 3111 am a ltameownet doing all work 11_❑Plumbing repairs or additions . myself o workers' t of exemption per MGL �' � �F- 12-❑Rflofrepairs . insurance regaired_]T c.152,§1(4)6 and we have no employees-[No workers' 13_❑Other comp.insurance required-] •tluyappEicau 9wtcheds'bos#lwm also fa out the sectioabelowshovdagihe¢waaexecomp—satiaapoliicgiafaemsum. l I nmeaarflers who submit tl7 is afiida�u lydi� g they see rlaiag all wad aa$t5en hize atttside toatsctots mast submit a new aMdxvst in&cxdaa sacb_ Tcoutcsctoas that check This ban must attached as additional sheet showing the n=e of the sub-coftrxcto-m and state whether or not those entities h.n2 emplayees:.I€thesub-caatactoesbasemnpIU-ee%theYmustpmcidethek worlren'camp.policen=ber_ I ant are erripfnyer that is prai idurg ivnrkers'conrperrsr err hLairance for arty entplafwes $etotr fs fltRpoticy rum job site informadfors Insurance CompanyNante: r�. � Pfllicy#or Self-ins-I.ic.4 k i WC, ( 014:;6 J 20 S Expiration Date: Job Site Addrew: d �r d A i 4 (aC Ci 15tafe� e / e ty Cen�U (V. 9� Attach a copy of the workers'compensation policy declaration page(showing the policy number and epiration date). Failure to secure coverage as required under Section 25A of MGL c-1527 can lead to the imposition of criminal penalties of a fine up to$1�4aOD andlor on--yearimprisonmeuf,as well as civil peuallies.in the fog of a STOP WORK ORDERand a fine of up to O-00 a day against the violator. Be advised that a copy of this statement army,be fanaarded to the Office of Investigations of the DL4 for insurance coverage yerific a ion- I do Hereby cerfi order the pains arrd pin ' s ofger�nty thattlis fnformaafan>prmzried above is true and correct Siffiature: Date: Phoneme �08-:737- CoOoP am ofi% d arse only.,Do irat wrke in.tfia s area,to be,cornpfeted by sty ortomn offs fat 01 ter Town.: r Penmitff kense# Issuing A.nthority(t rde one): L Board of Health 2.Building Department 3.City1rown Clerk 4.Electrical Inspector 3.Plumbing Insl rotor 6.Other Contact Person:• Phone 9: Information and Instructions Massachusetts Geheral Laws chapter 152 regon-es all employers'to provide werkers'compensation for f o'r.employees. P ram,-, to this she,an employes is defined as-"-.every person in the service of another trader any conirart of hoe, empress or implied,oral or w]ifinn.." An OyEr is defined as"an individual,pa rtam-4,association,corporation or other Iegal entity,or any two or more of the foregoing engaged in a Joint enterprise,and including trio legal representatives of a deceased employer,or the receiver or trustee of an iadividmL partnmrship,association or otherlegal entity,employing employees- However the owner of a,dwollmg house having not more than tbree apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do mace,comtaction or repair work.on such dweIling house or on the grounds or budding appurtenant thereto shall not because of such employment be deemed to be an.employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bufldings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the hmmrance.covearage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commgnw'ealth nor nay ofifs political subdivisions shall enter into any contract for the perfounaace ofpublic work until acceptable evidence of compliance with the in sm-an ce._ reAuiremenfs of this chapter have been presented to the contracting anfhozity" AppIicartt-s Please fill out the workers'compensation affidavit completely,by checlong the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone numbers) along with their certificate(s)of innrraTce. LimitedLiabr-IityComparries(LLC)or Limited Liability Partnerships(LLP)withno employees other than the members or part ams,are,not requited to casy workers'compensation insarano . If an.LLC or LLP does have employees,a policy is required Be advised that this affidavit maybe cuhmttod to the Department of Industrial Accidents for contamation ofinarrran_ce coverage. Also be sure to sign and date-the affidavit The affidavitshould be ratumod to the city or town that the application for the pem3it or license is being requested,not the Department of Tnrinatrial Accidents. Shouldyou have aay questions regarding the law or if-you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insm-ed companies should enter their self-msm-ance license number on the appropriate line. City or Town Officials t - Please be sore that the affidavit is complete and priated legibly.,Tie Department has provided a space at the bottom of the affidavit for you to fill out in the event tiro Office of Investigations has to confact you regarding the applicant Please be sure to fill in the pen it cane number which will be used as a reference number. In addition,an applicant that must submit multiple pennitllicenso applications is any given year,need only submit one affidavit indicating currP7t p olicy mlfbmadon Cif necessary)and under"Job Site Address"th e applicant should write"all locations in (city or. town)-"A copy of the affidavit that has been officially stamped or maiked by the city or to-wn may be provided to the applicant as proof that a valid affidavit is on file for fatme peer its or licenses Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leavers etc.)said person is NOT requhmd to complete this affidavit The Office of Inns would Irke to thank you in adv-mce for your cooperation and should you have any gaestions, please do not hesitate to give us a call. The Department's address,telephone and fax amber: -ThL- Wesj-3t of Massachusetts . Delta dment cif ludusfdd Accidents Office of Inved tat io)vi �QQ Eton � • Bwton,YA 0�11F Tt,-1,4 617 7 -49QO cxt 4-06 or 1-977-MA.SSAFE Fax 9 617-727 7M Revised 4-24-07 € �oF�aEr Town-of Barnstable Regulatory Services MASS. ' Richard V.Scali, Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma:us Office: 508-862-4038 Fax: 508-790-6230 { NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUIWTION OF RESPONSIBILITY . Construction Supervisor License # OC2(7a , hereby certify that I have assumed responsibility for the project under r construction, as authorized by building permit#a d(cs� 21 S , issued to (property address) L o 'A i G� on , 201 S. The following dgcuments are attached: copy of my Massachusetts State Construction Supervisor's license ' or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration(if applicable) ' Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. . Road Bond (if applicable) `dwz� LICENSE HOLDER DATE " gdbrms/newcontrb rev.040414 Town Of Barnstable o� Regulatory Services Maas $ Richard V.Scab,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.townbarnstablema.us Office: 508-862-4038 `Fax: 508-790-6230 Property P. rtY Owner Must . Complete and Sign This Section If Using ABuilder I' ,as Owner of the subject property herebyauthosize 11'94a-k ' � , to act on my behalf, M in all matters relative to work authorized b t$iO ' by, b' pPT'TTftt appltcatton for. (Address'of Job) "Pool fences and alarms are ;lie responsibility of the applicant. Pools are not to be filled or utilized before`fence is installed and all final pections are performed and accepted.. S• e of Owner Signature of Applicant Pant Name � Pnnt Mme x Date . QTORMS:O WNER PERiMSIONPOOLS �" Town of Barnstable ` Regulatory Services KAS& $ Richard V.Scali,Interim Director s6,7 ♦e 7 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF CONSTRUCTION SUPERVISOR Y owner of property located at y T2 J /V jr�7 L ,hereby certify that �l � , 0 k J is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# J v d +--- ,issued on 2d I understand that the project under construction must cease until a successor licensed. Construction Supervisor,is submitted on the records of the Building Division. P TY OWNER D q/knns/newcontrowner reference R-5 780 CMR rev;103113 f LCT-21-2015.10:12 From:EJMcGrathInsurance 5083855991 To:15087906230 Pagel/1GRANT-1 OP ID:PS DATR(MM/DDIYYYYI KEY CERTIFICATE OF LIABILITY INSURANCE 10/08/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO FLIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE FFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE.ISSUI 4G INSURER(8), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBRO GATION IS WAIVED,subJect to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this eertific to does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER CONTACT MR: E.J. McGrath Insurance A c Edward J.McGrath Insurance _ vnoNE 508-385-2464 Arc Nu; 508-385-6991 P.O.Box 1003 A/c No at,: Dennis,MA 02638 ADDRESS: E.J.McGrath Insurance.Agency INSURER 9 AFFORDING COVE GE NAIC A INSURERA:Commorce Insurance Corn an INSURED Mark D Grant INSURER B: Quality Construction INSURERC: P0 Box 8 E Dennis,MA 02641 INSURER D INSURER E: INsuRP-R P COVERAGES CERTIFICATE NUMBER; REVISIO NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMEN WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE 114SURANCE AFFORDED BY THE POLICIES.DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPEOFINBURANCE AIJULIZUVO POLICY NUMSPR MM1DDfYYYY MMIDD EXP LIMITS A X COMMERCIAL GENERAL LIABILRY EACH OCC IRRENCE CLAIMS-MADE ❑X OCCUR BDTPWS 11/07/2014 11/07/2015 PREMISES Ee occ cc S 100,00 Business Owners MED ExP( ny ono parson) s 6,00 PLR-sONAL&ADV INJURY OERL AGGREGATE LIMITAPPLIE8 PER; GENERAL d GGGEGATE 8 PRO• PrtODUC'r -COMPIP AGG S POLICY ElJFiCT �LOC O CSL 8 1,000,00 OTHER AUTOMOBILE UTABILRY to accWQD)SINGLE U IT $ ANY AUTO BODILY IN RY(Por pwman) § ALL OWNED SCHEDULED BODILY IN RY(Per accident) 3 AUTOS NO AUTAWNED - -PROP[ DAMAGE $ HIREDAUTOS AUTOS Perq, g UMBRELLA LIAB OCCUR EACH OCC JRRENCE $ EXCESS UAB CWM9 SvIMF AGGREGATE $ D E 0 RETENTIONS $ WORKERS COMPENSATION 3ER ERH S'I AND EMPLOYERJABILITY ANY PROPRISIO"ARTNER/E(ECUTNE YIN E.L.EACH CCIDENT $ OFFICERIMEMBER EXCLUDED? Y❑ N/A (Mandatory In NH) E.L.DISEA J E-FA EMPLOYEE $ If yyes,dusaibe Undat - DESCRIPTION Or OPERATIONS below E.L.DISEA 1E-POLICY LIMIT $ PROPS TY 5100 DESCRIPYION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional RomerM Sohcdule,may be attached If more apaco Is required) CERTIFICATE HOLDER CANCELLATION BARNT01 SHOULD ANY OF THE:ABOVE DESCRIBE[ POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, I OTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVIS ONS. Building Dept 200 Main Street Al1T1tORI D REPRESENTATIVE Hyannis,MA 02601 E.J.McGrath Insurance Agency 01988.2014 ACORD COR ORATION. All rights reserved. LACORD2014/01) The ACORD name and logo are registered marks of ACORD Town. of Barnstable Building Department-200 Main Street ? 'rFOMa+a�O . Hyannis, MA 02601 Tel.. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-01215' 1 . CO Issue Date: 9/9/2016 Parcel ID: 248-006 Zoning Classification: SPLIT Location: 40 TRINITY PLACE, Proposed Use: 1300 CENTERVILLE Gen Contractor: CLARK,LEON JR Permit Type: Residential - Comments: Building Official Date: I ' t ( R Home'Energy Raters LLc "info @EnergyCodeHelpxom 888-503-2233 Duct Leakage Test Address- 40 Trinity Place Centerville, MA Date — August 30th, 2016 Contractor— Harwichport Heating & Cooling Conditioned floor area = 2,323 Sq Ft. Total Leakage-Includes Air Handler/Furnace To comply with the 2012 IECC Energy Code in this home the Maximum duct leakage CFM < 92 CFM (2,323 /100 x4 = 92.92) Duct leakage tested = 75 CFM The duct leakage tested at this residence complies with the 2012 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 3.22 % Contact our office with any questions, Andrew Popielarski Home Energy Raters LLC Qua�*I C��A C(:n O'l y i0f ) '� �� 4 ®© WTek® MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314-434-1200 Re: 43404 O'Brien,44 Trinity Place The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Quick Build. Pages or sheets covered by this seal: 126101938 thru I26101948 My license renewal date for the state of Massachusetts is June 30,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ti(N OF MqS "J O XklEGANG rs� LIU r— STF30CTU RAL. .�Mo.432833 Q /,STEP SS�OtyAL EN February 26,2016 Liu,Xuegang IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1.These designs are based upon parameters shown(e.g., loads,supports,dimensions,shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Oty Ply O'Brien,44 Trinity Place 126101938 43404 S02 Scissor 6 1 Job Reference o tional Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:17 2016 Page 1 I D:goluxWoSJuc5coU UOOK06eyN9?h-hHO?B D U6wSU DC7YLQd?4K621wooyu4O6tkYxlnzhFm4 1-3-0 7-61 13-9-8 20-0-12 26-4-0 27-7-0 1-3-0 6-3- 6-3-0 6-34 6-3-0 1-3-0 6x6// Scale=1:67.9 9.00 12 D 5x10/i N 0 5x10 C E M P J 6x8= 6x6 6x6 A B K I F A 4x6 4x6 G dl y I� 5.00 12 d 3x5=L H 3x5= 5x8 5x8 1-3-0 27-7-0 ae 7-64 13-9.8 20-0-12 z6 4 o z- e 9-8 63.4 6-3-4 6-3.4 6-3-0 N 0.S8 0 -8 Plate Offsets(X.Y)-- [C:0-5-0.0-3-0].[D:0-2-15.Edge] IE:0-5-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.20 J-K >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.40 I-J >754 180 BCDL 10.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.37 H n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2009ITP12007 (Matrix) Weight:117 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E`Except` TOP CHORD A-C,E-G:2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. BOT CHORD 2x4 SPF No.2 Permanent Structural wood sheathing directlyapplied or 2-2-0 oc:purlins WEBS 2x4 SPF No.2 BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc`- e� Permanent Rigid ceiling directly applied or 7,:,5 74bc bracing. MiTek recommends that Stabilize s$land required-cross bracing be installed during truss erection i accordance with Stabilizer Installation guide. REACTIONS. (lb/size) L=1655/0-5-8,H=1655/0-5-8 d Max Horz L=-493(LC 5) Max UpliftL=-406(LC 7),H=-406(LC 8) Cn FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-M=-3099/501,C-M=-2759/524,C-N=-2480/292,D-N=-2276/333,D-0=-2276/329, E-0=-2480/288,E-P=-2759/460,F-P=-3099/436 l BOT CHORD K-L=-602/607,J-K=-623/2546,I-J=-239/2546 WEBS D-J=-200/2149,E-J=-646/437,F-1=-136/2192,F-H=-1643/512,C-J=-646/398, B-K=-87/2192,B-L=-1643/548 NOTES- 1)Wind:ASCE 7-05;110mph;TCDL=6.Dpsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4E]OF�qS 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 LPL Sq 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q XIIEG`,4fV6 5)`This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will p fit between the bottom chord and any other R',L members. TF44� 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)L and H.This T connection is for uplift only and does not consider lateral forces. NQ3 4.02$3, 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �`� 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. &T \� 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. DIVICI�. : WA February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ro Design valid for use only with MiTek@)connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is.always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type City Ply O'Brien,44 Trinity Place 43404 S02A Roof Special 1 1 Iob Reference(optional) Quick Build Truss Company,Inc.,Swansea,MA 02777,. 7.640 s Nov 10 2015 MiTek Industries,Inc. Fri Feb 26 13:34:48 2016 Page 1 - ID:goluxWoSJuc5co0000K06eyN9?h-9zNDaWMualDg7jlOzYoOk5b6FGOobHYzmQ6tarzhFWb 4-81 9-0-0 15-4-4 22-0-0 4-8-3 4-3-13 6-4A - 6-7-12 5x6// Scale:3/16"=1' D 9.00 12 4x6 �i L M o C 3x6 G E 4x6 4x4 F 8 N qq A J 41 6x8 = 0 3x5 II K 5x6 N 5x6 5.00 12 I G � 4x4 \ I A I" H 3x5 I 4-8-3 9-0-0 15-4-0 22-0-0 4-8-3 4-3-13 6-4-4 6-7-12 Plate Offsets(X Y)-- 1A:0-2-8 0-0-91 IG:Edge 0-1-81 T (ps CLL 40.0 SPACING- 2-0-0 / CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.13 I-J >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.27 I-J >974 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.17 H n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Weight:96 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2`Except` TOP CHORD E-G:2x4 SPF 210OF 1.8E Installation 1 Stabilizer(s)at 9-4-8(max)oc. BOT CHORD 2x4 SPF No.2 Permanent Structural wood sheathing directly applied, except end verticals. WEBS 2x4 SPF No.2 BOT CHORD SLIDER Left 2x4 SPF No.2 2-9-11 Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) A=1311/0-3-8,H=1311/0-5-8 Max Horz A=-477(LC 5) Max Uplift A=-288(LC 7),H=-319(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=17761349,B-C=-1543/371,C-L=-1811/302,D-L=-1683/330,D-M=-1683/309, E-M=-1706/286,E-F=-1900/268,F-N=-2341/480,G-N=-2731/475,G-H=-1344/399 BOT CHORD A-K=-236/1290,J-K=-264/1412,I-J=-261/2240,H-1=-137/281 WEBS C-K=-448/145,C-J=-94/261,D-J=-216/1522,F-J=-768/480,G-1=-176/1872 NOTES- 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. OFIgS 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Spy 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide p XUFCaANG G; will fit between the bottom chord and any other members. m 6)Bearing at joint(s)H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �i' a capacity of bearing surface. `5TRU1�,,T RAL sn 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)A and H.This (jp} $3 connection is for uplift only and does not consider lateral forces. ? .. A 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. £+T 4�yfr 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ' kvvA February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 f Job FS-11SIS Truss Type Qty Ply O'Brien,44 Trinity Place 126101940 43404 Scissor 6 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13*18:18 2016 Page 1 ID:goluxWoSJuc5co0000K06eyNg?h-9Ty00ZVkhlc4gH7X_KWJsKbyGC7gdXUF60HUgEzhFm3 -6- 3-- 0--2 6--0 6 9 t-3-0 6-3-4 V1 6-3-4 6-3-4 0-5- 6x6 // Scale=1:67.9 9.00 12 D 5x10 O N O 3x6 E 4x6 O C F w P O o M J 6xB= 5x6 4x6 N B K I G n �W}1 A 4x6% 4x6 5.00 12 - IN 3x5 =L H 5x8= 2x6 3-0 -9-8 7-6-4 13-9-6 20.0-12 26-4-0 2 9 9-6 6-3d 6-3-0 6-3-4 6-3-4 0-5- 0-5-6 Plate Offsets(X Y)-- [C:0-5-0 0-3-0] [D 0-2-15 Edge] [GO-2-4 0-1-8] [H 0-3-0 0-0-131 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defll Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.20 I-J >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.39 I-J >780 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.37 H n/a n/a BCLL 0.0 ' Code IBC2009rrP12007 BCDL 10.0 (Matrix) Weight:115 lb FT=1 LUMBER- BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2'Except` Permanent Structural wood sheathing directly applied or 3-6-8 oc purlins, except G-H:2x6 SPF 1650F 1.5E end verticals. BOTCHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 7-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) L=1671/0-5-8,H=1517/0-5-8 Max Horz L=518(LC 6) Max UpliftL=-408(LC 7),H=-331(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-M=-3139/515,C-M=-2800/538,C-N=-2525/309,D-N=-2320/350,D-0=-2320/349, E-0=-2482/309,E-F=-2528/308,F-P=-2868/506,G-P=-3219/480,G-H=-1562/417 BOT CHORD A-L=-123/254,K-L=-625/606,J-K=-672/2580,I-J=-277/2657,H-1=-149/317 WEBS D-J=-226/2213,F-J=-715/456,C-J=-638/395,B-K=-99/2219,B-L=-1657/551, G-1=-183/2233 NOTES- 1)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II,Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever �N OF A,• left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60SS 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. X4186ANG: 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. U0 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will —t fit between the bottom chord and any other members. SS,TRIAITIPF!L rn 6)Bearing at joint(s)H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity Np 4383 of bearing surface. E " 7)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)L and H.This �� connection is for uplift only and does not consider lateral forces. `r dhlE �N` 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I IV February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101941 43404 S02GE GABLE 2 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7,640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:19 2016 Page 1 ID:golux WoSJuc5coUU OOK06eyNg?h-dg Wm buWN S3kxRQijY21 YPX76tbUmM_8PL212NgzhFm2 1-3-0 7-6� 13-9-8 20-0-12 2fi-0-0 27-7-0i 1-3-0 6-3-4 6-3-0 6-33 6-3-0 1-3-0 6x6.// Scale=167.9 9.00 12 D 5x10// AJ AK 5xio\\ C E At AL J 6x8= 6x6 / 6x6\\ ry K I F Lh B A 4x6% 4x6 G �I I 5.00 12 d US=L H 3x5= 5x8 5x8 1-3-0 27-7-0 9-8 7-6-4 13-&B 20-0-12 9-8 6}4 114 6-3-4 6-34 0.S 0-5-8 0-9-8 Plate Offsets(X.Y)-- [C:0-5-0.0-3-0].[D:0-2-15.Edge] [E:0-5-0 0-3-0] [M:0-1-8 0-0-12] [Q 0-1-8 0-0-12j [X 0-1-8 0-0-12] [AD 0-1-8 0-0-12] LOADING(psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TIC 0.81 Vert(LL) -0.20 J-K >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.39 I-J >778 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.36 H n/a n/a BCLL 0.0 Code IBC2009/TPI2007 (Matrix) Weight:141 lb FT=1% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E`Except` TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. A-C,E-G:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 REACTIONS. (lb/size) L=1603/0-5-8,H=1603/0-5-8 Max Horz L=-477(LC 5) Max UpliftL=-393(LC 7),H=-393(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-AI=-3002/485,C-AI=-2673/508,C-AJ=-2403/283,D-AJ=-2205/322,D-AK=-2205/318, E-AK=-2403/279,E-AL=-2673/446,F-AL=-3002/423 BOT CHORD K-L=-583/588,J-K=-604/2466,I-J=-232/2466 WEBS D-J=-194/2082,E-J=-626/424,F-1=-132/2123,F-H=-1592/496,C-J=-626/385, 8-K=-85/2123,B-L=-1592/531 NOTES- 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 �� �. 4)Unbalanced snow loads have been considered for this design. �� sS 5)All plates are 1.5x4 MT20 unless otherwise indicated. 9Cy 6)Gable studs spaced at 2-0-0 oc. p 7CUECaA1VG 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. m 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will L.. fit between the bottom chord and any other members. rJ' STF3,U JWRAL �a 9)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)L and H.This N% $ connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. &T Vvv� February 26,2016 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek(D connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 I Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101942 43404 T01 Common 10 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 0277T 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 2613:18:19 2016 Page 1 ID:goluxWoSJuc5co0000K06eyN9?h-dgWmbuWNS3kxRQ ijY21 YPX76YbQ?MyAPL212NgzhFm2 7-0-0 13-9-8 90-7-0 26-7-0 7-0-0 6-9-8 6.6// Scale=1:71.6 9.00 F12 D 4x8 N 0 3x5 ,4x4/i E 4x4 B C F M 3x5 I G A o ,6] I d L P Q K JR S I H _ r 4x6= 3x5= 4x4= 4x6= 2x8/i 4x4 = 9- 8-5-11 9-0-11 8-3-3 Plate Offsets(X.Y)-- [A:0-0-0.0-0-9].[C:0-4-O.Edae] ID:0-2-15.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.39 I-K >784 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.58 . I-K >533 180 TCDL 10.0 Rep Stress Incr YES WE 0.65 Horz(TL) 0.07 H n/a n/a BCLL 0.0 ' Code IBC2009ITP12007 (Matrix) Weight:126 lb FT=1% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 2-2-0 oc purlins, except WEDGE end verticals. Left:2x4 SP No.3 BOT CHORD Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt B-L,F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) L=1813/0-5-8,H=1666/0-3-8 Max Horz L=518(LC 6) Max Uplift L=-388(LC 7),H=-334(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-M=-463/11,B-M=-339/39,B-C=-1993/509,C-N=-1961/514,D-N=-1765/558, D-0=-1693/560,E-0=-1762/529,E-F=-1916/515,F-G=-365/282,G-H=-375/282 BOT CHORD A-L=0/297,L-P=373/1600,P-Q=-373/1600,K-Q=-373/1600,J-K=-137/1070, J-R=-137/1070,R-S=-137/1070,I-S=-137/1070,H-1=-166/1508 WEBS D-1=-272/807,F-1=-475/392,D-K=-278/940,B-K=-549/399,B-L=-1846/377, F-H=-1818/210 OF A NOTES- � Si5' 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever q� left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 � ix .UEGAN,G y 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 L 0 3)Unbalanced snow loads have been considered for this design. TRU�TIRAL ` 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 4 �83 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will A fit between the bottom chord and any other members,with BCDL=10.Opsf. F^ 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)L and H.This connection is for uplift only and does not consider lateral forces. f NA 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not FIER El�• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HIM building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101943 43404 T01 GE Common Supported Gable 1 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:20 2016 Page 1 ID:golux WoSJuc5co0000K06eyN9?h-5s38pE W?DNso3aHw51YnxlgQN?vg5WxYaimbv6zhFm 1 i 13-9-8 2B-7-0 13-9-8 12-9-8 6x6// Scale=1:69.8 9.00 12 I H J 3x5 /idG K 3x5 F2 L M EAG AQ D AI N �S C a 0 AJ AKb 3x5 B b P Q A o Us= AF AE AD AC AB AA Z Y X W v U T S R 3x5= 4x6= Q-&f; 13-9-8 26-7-0 -9- 13-0-0 12-9-8 Plate Offsets(X.Y)-- [R:Edge.0-2-0) LOADING(psf) SPACING- 1-11-4 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a n/a .999 MT20 1971144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.32 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 R n/a n/a BCLL 0.0 ' Code IBC2009ITP12007 (Matrix) Weight:161 lb FT=1% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 _ end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s):AG,AH,Al,AJ,AK,AP REACTIONS. All bearings 25-9-8. (Ib)- Max Horz AF=502(LC 6) Max Uplift All uplift 100 lb or less at joint(s)AC,AD,AF,X,V except R=-537(LC 6), AB=-140(LC 7),AE=-353(LC 6),W=-143(LC 7),U=-145(LC 8),T=-131(LC 8), S=-666(LC 5) Max Grav All reactions 250 lb or less at joint(s)AC,AE,V,U,T,Y except R=815(LC 5),Z=446(LC 2),AB=251(LC 2),AD=265(LC 2),AF=434(LC 1),X=438(LC 3), W=256(LC 3),S=448(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-267/143,B-C=-285/172,G-H=-78/282,H-1=-134/273,I-J=-153/273,J-K=-103/282, N-0=-259/244,O-P=-333/252,P-Q=-544/360,Q-R=-491/322 BOT CHORD A-AF=-124/269,AE-AF=-233/350,AD-AE=-233/350,AC-AD=-233/350,AB-AC=-233/350, AA-AB=-233/350,Z-AA=-233/350,Y-Z=-232/350,X-Y=-232/350,W-X=-233/350, V-W=-233/350,U-V=-233/350,T-U=-233/350,S-T=-233/350,R-S=-233/350 WEBS Z-AJ=-408/0,AH-AJ=-410/0,H-AH=-374/25,C-AE=-141/251,B7AF=-280/62,X-AK=-399/62, AI-AK=-401/61,J-A(=-371/78,P-S=-203/344 NOTES- OFtgSS 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 XUFCiM,G (� 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry rs� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 100 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 STRUPtTURAL 4)Unbalanced snow loads have been considered for this design. Nf $3 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Vertical gable studs spaced at 2-0-0 oc and horizontal gable studs spaced at 2-7-0 oc. ..M &N, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `SSy dNA4 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing,plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)S=666. WA 10)N/A 11)Non Standard bearing condition. Review required. Continued on page 2 February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev.1010312015 BEFORE USE. rya Design valid for use only with MiTea connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 i / Job T ssTruss Type Qty Ply O'Brien,44 Trinity Place126101943 43404 GE Common Supported Gable 1 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13,18:20 2016 Page 2 ID:goluxWoSJuc5co0000K06eyN9?h-5s38pE W?DNso3aHw51YnxlgQN?vg5WxYaimbv6zhFm1 NOTES- 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. l ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 I Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101944 43404 T02 Common 2 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:20 2016 Page 1 ID:goluxWoSJuc5coU UOOK06eyN9?h-5s38pE W?DNso3aHw51Ynxlg IR?IT5POYaimbv6zhFm1 7-0.0 13-9-A 20-7-0 27-7-0 7-0-0 =1 6-9-8 7-0.0 6x6// Scale=1:71.6 9.00 F12 D 48 N 0 - 44 44 i 4x8 C E g F M P A G d d L Q R K S J T I U V H 4x6 = 4x4= 3x5= 44 = 2x8 2x8/i 4x6= 9- 8-5-11 9-0.11 8-5-11 -9- Plate Offsets(X.Y)-- (A:0-0-0.0-0-9] [C'0-4-0 Edge] fD 0-2-15 Edge] fE 0-4-0 Edge] fG 0-0-0 0-0-91 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.37 I-K >846 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.56 1-K >551 180 TCDL 10.0 Rep Stress Incr ' YES WB 0.65 Horz(TL) 0.07 H n/a n/a BCLL 0.0 Code IBC2009rrP12007 (Matrix) Weight:129 lb FT=1% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-7-9 oc purlins. WEDGE BOTCHORD Left:2x4 SP No.3,Right:2x4 SP No.3 Installation 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 9-10-10 oc bracing. WEBS 1 Row at midpt B-L,F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) L=1849/0-5-8,H=1849/0-5-8 Max Horz L=493(LC 6) Max Uplift L=-391(LC 7),H=-391(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-M=-474/11,B-M=-337/39,B-C=-2046/514,C-N=-2013/519,D-N=-1816/563, D-0=-1816/564,E-0=-2013/519,E-F=-2046/514,F-P=-337/39,G-P=-474/11 BOT CHORD A-L=0/296,L-Q=-347/1640,Q-R=-347/1640,K-R=-347/1640,K-S=-111/1114, J-S=111/1114,J-T=-111/1114,I-T=-111/1114,1-U=-173/1640,U-V=-173/1640, H-V=-173/1640,G-H=0/296 WEBS D-1=-279/940,F-1=-556/400,D-K=-279/940,B-K=-556/400,B-L=-1888/379, F-H=-1888/380 NOTES- CAP �FLQs�� ;1 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60plate grip DOL=1.60C.UEGAIV,G' 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 �� a 3)Unbalanced snow loads have been considered for this design. $T TURAL n 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �•r 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will N 4 '+c83 fit between the bottom chord and any other members,with BCDL=10.0 psf. A �r 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)L and H.This connection is for uplift only and does not consider lateral forces. OVAL:tN 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. YTI IV, February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101945 43404 T02GE Common Supported Gable 1 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13*18:21 2016 Page 1 I D:goluxWoSJuc5coU U 00K06eyN9?h-Z2d WOaXd_g_fhkr6fT3OUyDbJPEigz_hoMWBRZzhFmO i 13-9-8 27-7-0 i 13 9-a 13.9-8 6x6 // Scale=1:66.1 9.00 12 I H J 3x5/i G K 3x5 EF LM b d D N C 0 B P A �J Q I� 3x5= 3x5= AE AD AC AB AA Z Y X W V U T S R 3x5= 26-9-8 9 Plate Offsets(X Y)-- [Z'0-1-12 0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) Fite n/a. 999 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.33 Vert(TL) n/a n/a 999 BCDL 10.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 R n/a n/a BCLL 0.0 'BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight:152 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 10-0-0 oc purlins. BOTCHORD Installation 1 Stabilizer(s)at 9-4-8(max)oc. Permanent Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt I-X,H-Y,J-W MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 26-0-0. (lb)- Max Horz AE=-493(LC 5) Max Uplift All uplift 100 lb or less at joint(s)Y,AA,AB,AC,W,V,U,T except AD=-367(LC 6),AE=-284(LC 5),S=-341(LC 5),R=-247(LC 6) Max Grav All reactions 250 lb or less at joint(s)AB,U except X=501(LC 8),Y=370(LC 2),AA=287(LC 2),AC=255(LC 2),AD=314(LC 5),AE=337(LC 2),W=370(LC 3), V=287(LC 3),T=255(LC 3),S=287(LC 6),R=337(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-278/263,B-C=-297/338,C-D=-146/265,D-E=-85/261,E-F=-72/270,F-G=-4/317, G-H=-16/404,H-1=-34/472,I-J=-34/472,J-K=-16/404,K-L=0/317,O-P=-264/305, P-Q=-254/239 BOT CHORD A-AE=-236/279,AD-AE=-214/257,AC-AD=-214/257,AB-AC=-214/257,AA-AB=-214/257, ({OF&f,q Z-AA=-214/257,Y-Z=-214/257,X-Y=-214/257,W-X=-214/257,V-W=-214/257, V SS U-V=-214/257,T-U=-214/257,S-T=214/257,R-S=-214/257,Q-R=-214/257 WEBS I-X=-477/0,H-Y=-330/104,J-W=-330/102 XU GANG NOTES- bi L10 1)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever ' STR!XTURAL left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 NfJ283. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard IndustryGable End Details as 7 � 1. 3)TCL applicable, designer L:ASCE 7-05;Pf=40. roof0 psf(flat of snow);Ca egory 11 ExpC;Partially Exp.S 1 Ct 1.1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at oc. , 7)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��/�VAV/,\ 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `/v 1 Continuewon page gttom chord and any other members. l February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 SWingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101945 43404 T02GE Common Supported Gable 1 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:21 2016 Page 2 I D:goluxWoSJuc5co0000K06eyN9?h-Z2d WOaXd_g_fhkr6fT3OUyDbJPEigz_hoM W8RZzhFmO NOTES- 9)N/A 10)Non Standard bearing condition. Review required. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 Job ]Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101946 43404 T03 ATTIC 5 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 2613:18:22 2016 Page 1 ID:goluxWoSJuc5co0000K06eyN9?h-1 EBuEwYFI_6VIuQIDAbFOAlcupUGZOAr1 OFiz?zhFm? 11-6-13 20-114 4-7-12 8-7-12 10-1 D-11 14-M 18-0-3 1 -8- 24-11-4 29-7-0 4-7-12 4-0-0 2-2-15 0-8- 3-2-11 3-2-11 0-8- 2-2-15 4-0-0 4-7-12 5x6 = - Scale=1:76.2 F 9.00 12 E G 3x6 II AA AB y 3x6 I D 1.5x4 I H c� 4.6// AC 4x6 Z o d I C r amS J B � 00 A K d 3x6/i X V T R Q 0 L 4x6 t.5x4 II 6x6= 1.5x4 I 4x12 II 4xt2 II � 5x6= Sx6= 1.5x4 10.7-12 12-7-12 154-15 18-2-2 2a11-4 28-9-8 2 7- -9- 7-10-4 2-0.0 2-0-0 2-93 2-&3 2-9-2- 7-10-4 -9- Plate Offsets(X.Y)-- WO-6-6.0-1-111.[A:0-5-4.0-11-61.[K:0-0-6.0-0-91.IK:0-5-4.0-2-141 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.71 L-O >281 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -1.07 L-O >185 180 BCDL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 K n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2009/TPI2007 (Matrix) Attic -0.54 M-W 271 360 Weight:174 lb FT=1% LUMBER- BRACING- TOP CHORD 2x6 SPF 210OF 1.8E*Except* TOP CHORD A-C,I-K:2x6 SPF 1650F 1.5E Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: BOT CHORD 2x6 SPF 1650F 1.5E*Except* 15-0-0 oc:E-F,F-G. M-W:2x4 SPF 210OF 1.8E Permanent Structural wood sheathing directly applied or 2-2-0 oc purlins. WEBS 2x4 SPF No.2 BOT CHORD WEDGE Installation 1 Stabilizer(s)at 15-0-0(max)oc, Except: Left:2x6 SPF 1650F 1.5E,Right:2x6 SPF 1650F 1.5E 9-4-8 oc:U-W,S-U,P-S,N-P,M-N. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s):Y,S,P,N,U MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) T=1292/0-3-8,A=1722/0-5-8,K=1914/0-5-8 Max Horz A=-519(LC 4) Max UpliftA=-298(LC 6),K=-293(LC 7) Max GravT=1407(LC 2),A=1722(LC 1),K=1941(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-2458/393,B-C=-2139/326,C-Z=-2047/334,D-Z=-1943/351,D-AA=-1661/362, E-AA=-1521/379,G-AB=-1424/382,H-AB=-1552/366,H-AC=-2109/346,I-AC=-2243/329, I-J=-2335/321,J-K=-2761/396 BOT CHORD A-X=-295/1845,V-X=-13/1590,T-V=-13/1590,R-T=-13/1590,Q-R=-13/1590, O-Q=-13/1590,L 0=-13/1590,K L=-207/2134 @)Figs: WEBS L-M=-8/671,H-M=0/913,W-X=-84/463,D-W=-36/468,E-Y=-1678/436,G-Y=-1678/436, l 'Y S-T=-552/0,P-Q=-264/0,N-0=-283/0 U-V=-341/53,B-X=-451/370,J-L=-799/335 o �cU�GANG � NOTES- Lid 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf,BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever H. left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0S,TRU•,tV L 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 Npyg 40283. 3)Unbalanced snow loads have been considered for this design. �A ' 4)All plates are 2x5 MT20 unless otherwise indicated. &T �� . 5)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.U-W,S-U,P-S,N-P,M-N '.- 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)A and K.This connection is for uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0.., ' /t IVAVAv/1' 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. V I CoAtlnued on page 2 HOWN IS DESIGNED AS UNINHABITABLE. February 26,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use any with.MiTek@)connectors.This design is based any upon parameters shown,and is for an individual building component,not F29E* a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,,VA 22314, Chesterfield,MO 63017 r - Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101946 43404 T03 ATTIC 5 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 2613:18:22 2016 Page 2 ID:goluxWoSJuc5co0000K06eyN9?h-1 EBuEwYFI_6VIuQIDAbFOAlcupUGZOAr10Fiz?zhFm? ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTekOO connectors.This design is based only upon parameters shown,and is for an individual building component.not Wit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 - Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101947 43404 T04 ROOF SPECIAL 6 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 2613:18:22 2016 Page 1 ID:goluxWoSJuc5co000OK06eyN9?h-1 EBuEwYFI_6VIuQIDAbFOAlckpWnZFyrl OFiz?zhFm? 411 8b- 0-5 6--0 9- 4-6-9 1-11-7 2-0-9 4-2-15 2-0-0 5-7-12 19- 2 2-3-0 -3-0 6x6// Scale=1:78.0 G 4x6 9.00 12 1.5x4= F E 1.5x II X .5x4 Y 44 4-0-0 V H ' 3x5/i D Z 3x5\\ 4x4/i W d I B C �n r 4x6\\ °S J 46\\ K L A � O P O N o d 6x10 4x6= 5x8= Io D R Q M 3x5 = - 3x5= 1.5x4// 4x12= 5x6 9.00 12 5x6 5x14= 1-0-4 29-7-0 9- 6-60 8-, 1250 12 815-0.8 20-54 26-1-0 28-0-0 2 9 8 3 SS72 2-0.9 311-7 0. 8 230 54-12 57-1U 2-30 0. 0.2-12 0.9-8 Plate Offsets(X Y)-- [P 0-7-0 0-2-81. R:0-3-0 0-2-Oj,[&0-6-4 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.19 S-T >761 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.32 R-U >446 180 TCDL 10.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.06 M n/a n/a BCLL 0.0 ' Code IBC2009rrP12007 BCDL 10.0 (Matrix) Weight:166 lb FT=1% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2*Except* Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: A-Q:2x4 SPF 210OF 1.8E 15-0-0 oc:A-B,E-F,F-G,K-L. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 4-2-14 oc purlins. BOTCHORD Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: 15-0-0 oc:R-U,O-P,N-0. Permanent Rigid ceiling directly applied or 2-8-9 oc bracing. WEBS 1 Row at midpt F-Q,G-P,F-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) Q=2658/0-3-8,M=923/0-5-8,U=745/0-5-8 Max Horz U=528(LC 6) Max UpliftQ=-432(LC 7),M=-272(LC 8),U=-201(LC 7) Max Grav Q=2658(LC 1),M=960(LC 3),U=900(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-13=339/30,B-C=-635/119,C-W=-541/128,D-W=-476/142,D-X=-487/228,E-X=-389/236, G-Y=-55/268,H-Z=-558/143,I-Z=-725/120,I-J=-855/115,J-K=-1818/269 BOT CHORD R-U=-457/622,Q-R=-2869/992,P-Q=-3493/1174,O-P=-8/580,N-0=-115/1356 WEBS Q-S=-501/10,S-V=-382/394,F-V=-382/394,G-P=-491/42,H-P=-858/284,H-0=0/341, J-0=-817/315,J-N=0/428,K-N=-192/1533,K-M=-838/200,B-U=-710/225,R-T=-436/153, DF jVlgs. B-R=-353/299,R-S=-959/3332,P-S=-781/2947,F-P=-909/519 �P- Sq NOTES- G' 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1.60 plate grip DOL=1.60 + 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 TF�_ WFKL 3)Unbalanced snow loads have been considered for this design. NOS 4.3283 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .off EA ' 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willE ��` fit between the bottom chord and any other members,with BCDL=10.Opsf. NA4 � . 6)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Q,M,and U.This connection is for uplift only and does not consider lateral forces. 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 8)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. WA 9)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek@ connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 J9b Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101947 43404 T04 ROOF SPECIAL 6 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:22 2016 Page 2 ID:goluxWoSJuc5co0000K06eyN9?h-1 EBuEwYFI_6VIuQIDAbFOAlckpWnZFyrlOFiz?zhFm? LOAD CASE(S) Standard 1)Dead+Snow(balanced)+Uninhab.Attic Storage:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-G=100,G-L=-100,A-R=-20,Q-R=-100,P-Q=-20,N-P=-20,M-N=-20,L-M=-20,S-T=-100 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 I Job Truss Truss Type City Ply O'Brien,44 Trinity Place 126101948 43404 T04GE Common Supported Gable 1 1 Job Reference o tional Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 26 13:18:23 2016 Page 1 ID:goluxWoSJuc5coU 000K06eyN9?h-V RIHRGZt WI EMw2?Unu6UZN IwXDunlsu_Gg?F WRzhFm_ 14-9-8 149-8 5x6// Scale=1:70.6 9.00 12 I H J 3x5/i AQ G K AR 3x5 F L E M 2- N ? D AH AN AG IN - AP AS C v O B At AK AM AJ6 P 16 A Q 0 0 Ia 3x5= - 3x5= AE AD AC AB AA Z Y X W V U T S R 3x5 = 14-9-8 LOADING(ps 4 TCLL 0.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.48 Vert(TL) n/a rife 999 TCDL 10.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 R n/a n/a BCLL 0.0 ' Code IBC2009(TPI2007 (Matrix) Weight:179 lb FT=1% BCDL 0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 15-0-0(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 9-9-15 oc purlins. OTHERS 2x4 SPF No.2 BOT CHORD Installation 1 Stabilizer(s)at 9-4-8(max)oc. Permanent Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt G-AA,K-V JOINTS 1 Brace at Jt(s):AF,AG,AH,Al,AJ,AO MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-0-0. (lb)- Max Horz AE=-528(LC 5) Max Uplift All uplift 100 lb or less at joint(s)Z,AC,W,T except AA=-128(LC 8), AB=-103(LC 6),AD=-475(LC 6),AE=-338(LC 5),V=-128(LC 7),U=-m2(LC 5), S=-459(LC 5),R=-318(LC 6) Max Grav All reactions 250 lb or less at joint(s)AB,U except Z=450(LC 2), AA=293(LC 2),AC=276(LC 2),AD=411(LC 5),AE=494(LC 2),W=450(LC 3),V=293(LC 3),T=276(LC 3),S=395(LC 6),R=494(LC 3),X=319(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-277/285,B-C=-291/365,C-AP=-118/255,D-AP=-1101268,D-E=-62/278,E-F=0/307, F-AQ=0/316,G-AQ=0/319,G-H=0/424,H-1=0/447,I-J=0/447,J-K=0/424,K-AR=0/319, L-AR=0/316,L-M=0/306,M-N=-51/267,N-AS=-99/257,O-P=-277/351,P-Q=-267/285 OFAS BOT CHORD A-AE=-246/291,AD-AE=-237/282,AC-AD=-237/282,AB-AC=-237/282,AA-AB=-237/282, S� Z-AA=-237/282,Y-Z=-236/282,X-Y=-236/282,W-X=-236/282,V-W=-237/282, �6 U-V=-237/282,T-U=-237/282,S-T=-237/282,R-S=-237/282,Q-R=-237/28241 � CU�CiANG WEBS I-AF=-392/0,Z-Al=410/49,AH-A1=-285/142,H-AH=-384/71,G-AA=-252/152, 91 C-AD=-186/265,B-AE=-343/196,W-AJ=-410/45,AG-AJ=-285/142,J-AG=-384/68, -+ ' K-V=-252/152,O-S=-180/258,P-R=-343/198,AK-AL=-321/0,AM-AN=-321/0,X-AO=-295/0 ? '�T� T RAL q� '. Nos 43F33 NOTES- 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 I A A 4)Unbalanced snow loads have been considered for this design. VVV' g5))All plates are 1.5x4 MT20 unless otherwise indicated. COntinuedson pagec�ed at 2-0-0 oc. - February 26,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal'injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Job Truss Truss Type Qty Ply O'Brien,44 Trinity Place 126101948 43404 T04GE Common Supported Gable 1 1 Job Reference(optional) Quick Build Truss Company,Inc., Swansea,MA 02777 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Feb 2613:18:23 2016 Page 2 ID:goluxWoSJuc5co0000K06eyN9?h-VRI H RGZt WIEMw2?Unu6UZN IwXDunlsu_Gg?F WRzhFm_ NOTES- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)N/A 10)Non Standard bearing condition. Review required. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTekO connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �BA�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y'iTek• is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 Symbols NumberingSystem ® General Safety Notes Y Y PLATE LOCATION AND ORIENTATION e " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property ♦ /4 s not to scale)(Drawing offsets are indicated. DOCYICIge Or P@rSOr1Gl Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer.For /76 4 wide truss spacing,individual lateral braces themselves WEBS 9a.4 may require bracing,or alternative Tor I m Q bracing should be considered. O _ b O 3. Never exceed the design loading shown and never U �" U stack materials on inadequately braced trusses. 0 4: Provide copies of this truss design to the building c7a c6-7 c5-6 0 plates 0- na� from outside designer,erection supervisor,property owner and - For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. p p y edge of truss. 8 7 6 5 5. Cut members To bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content n.lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of The species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified, by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint 17.Install and load vertical) number where bearings occur. y unless indicated otherwise. Min size shown is for crushing only. _®0 18.Use of green or Treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. lei is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, hfiffek ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 TOWN OF BA RNSTAjALE BUILDING PERMIT APPLICATION Map g Parcel,4, ;r plicati Health Division v, Date Issued Conservation Division GJ Application Fee Planning Dept. U k Permit Fee Date Definitive Plan Approved by Planning Board° Historic - OKH _ Preservation / HyannisAt •a�•�► Project Street Address 70 _fi r; ► �1 �� �/ Village C P�►�a �- Owner ��1� )� Address 3 OJ Telephon Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed A&TOtal new Zoning District Flood Plain t`11 Lola L) Groundwater Overlay So P�-roject Valuation� O Construction Type Lo e a �� Grandfathered: )dYeS ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes "No Basement Type: Full ❑ Crawl ❑ alkout ❑ Other C Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) J�� Number of Baths: Full: existing new Half: existing new IPA Number of Bedrooms: existingfit new 5 Total Room 9 _ Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 7VGas ❑ Oil ❑ Electric ❑Other Central Air: YYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Q new si e�Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XN 0 If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION �. (BUILDER OR HOMEOWNER) Namoye �l� Ull. f Telephone Number r Address a w J s C ? License # � C 4Y44A r dr M Home Improvement Contractor# Email e4A o (- CO c -,i e Worker's Compensation # ALL CONSTRUCTION DEBRIS ESU TING ROM THIS PROJECT WILL BE TAKEN TO ��r SIGNATURE DATE /� 7 r FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED- 1 MAP/PARCEL NO. . y ADDRESS VILLAGE OWNER , DATE OF INSPECTION: k FOUNDATION Cb I �' d " 561110s "Uy f a FRAME INSULATION (y� FFAA . t FIREPLACE ELECTRICAL: ROUGH FINAL , E PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` Affidavit of Substantial Financial Interest 1, �, '(� of 4 1 G o..� S , on oath depose and state as foll ws: 1. I am an applicant for a building permit for the property located at Map�9 , Parcel . The address.of the property is )>L!& 2. 1 have % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , the following individuals or entities have had a 1% or greater legal or'eqLlitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name , Address L C 4. - z 4. Within the last twelve months, from today's date, which is A , i have had a 1% or greater legal or equitable interest in the following prop cti which have been .the subject of a building permit application: MapfParcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, I have submitted " . building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0— building permit applications for property in which I have a 1%legal or equitable interest. 8. Within this month, I have received building permits for property in which l have a 1% legal or equitable Interest. Si ned under the pains and penalties of per ry,this day 9 2001-0050/affin 1 01-OTTERY/AFFIDAVIT _, � ,� s��urr��r�•orrf�- t�i r��?�assr�e�us�s De rhriertt ofIndmst al Accidents - Office-Of fim;ntrga ions `o 600 Washington Street fffrstart,,AM 02111 rvrt:M rtirrss-ga dirt 'workers' CampensatianLasurance davit:$.uilders/Cirxtra.ctors/Elecfriciansl umbers AppEcaut Informaffan Please Print bly Names Aoyrr Cityf tat lZip�!/- J Lir — � ) 9— S Are yo-u an employer?G eck the appropriate boy TT,TTpa of. o sect �r �F 4_ I aro,a ctmfractor and i � 1 � enured)'.= L FP am a employer-with / ❑ � 6- ❑hkw rnn�r„� ;,, employees(fall andlorpart-time-* bavehiredthe b-coatracto_s. 2_❑ I am a sole gropr�etor or partner- listed on the attached sheet 7- ❑Rmadeliag ship aad hate no employees These.sub-contractors have g- ❑Demolitioa w for me in an c ct employees and have w oike;:s' or�ng _ Y � �c g_ ❑Building a�i;c:=� [Nu workers.' corny_insurance c�1 tnsuranml 5-❑ We are a corpoiationaad its 10_0 Electrical repairs c-,c aciu,iiur s officers have exercised IL.❑Plumlrm rep I❑ I atn.a homeowner doing all workh id their g aim or ryyself o workm, right of ft�fi 13—.on per IvIGL 2 ❑ repairs ir- n e rely _�, c_ 152, §1(4} and we Hnn--r Lu Hof employees_IN°WnAers 1 _❑f?tiser comp_in=,r ce recluired:T *113y sppUt that checks box f1=A also fill o,A the section belO hWg meirwos¢s'coapex 60 pviicg as raafrj 1 gome wnc--s who submit skis af,dxVA lyiks mg tLey sre fining SR wCair sad thee lrre trutriue r c aLac-mrc nms$sobmst a nL a;5d�ii indices_sac tCaa mcmrs dw cb---k this box must sharked sa adeitinnsi sheet shmcn tbE n�z of SiE�dr cvn*r isF snd Sste trh�tYmc prnnt terse iitaes e eeroInyees- If the sob-contmctum hsc e empioTf�es,the}must plucide their workers,camp.pnJicy n mbar_ I am art employer That isprmiduzg iwrke-rs'COPTe sabot irmlraace f`or ry er g eczs Herr is the pab'c}and job scle �fotnzaY`ion (� Insctrance GompanyName: Policy or-el ins .c T ���' F pirationDater/ Ste_ Job Sim Add esg_ 5 ^r I n �it5�°Stafe/Zip= t i#aclx cups of the rs orkers'compensation policy declaration page(showing the policy nuaber.and E-cpiratlon date). Failure to secare caverage,as mquireAunc er Section?5_4 o€MGL c. 152 can lead to the imposition ofcsiminal ptnalties of a fine up to$1,500.00 and/or one-year iropri'sonmeuk as well as ciial peaaffies Liu fe fo=of a STOP WORK ORDR and a E of up to$250_00 a clay against the violator_ Be advised that a copy of this statemeat maybe fGrward*d to the Office of Itrt�estsgations of�e DIt1� c�coverage��i�ication_ I dri her eb_v c Ttj pain and pe allies o� edary that the ircforination pravidi£abzwc`. and carrer_t` iatt Date--.: _ bane#: e,77cf I Off cfal use anly. Da trot trritg in this area',#a be campfete-d by cit3:or�town officEaL City or Town: PtlLit ease m I F`s_ ing Authority(drele one): 1.Board 4f Headth BuMing Depart nmt I GityfTawn Clerk 4.Electrical Inspector 5.Plumbing 1-�,Ito V 6.Gffie r Contact Person: Pho-ne 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuaattto this statute, an ernployee is defined as"__.every person iri the service of another under any contract of hire, express or implied, oral or written_" An ernployer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dweling house having not more than three apartments and who resides therein,, or the Occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwc-L,1 h R-'Talay applicant who has not produced acceptable evidence of compliance with the insurance-coverag4v required." Additionally, MGL chapter 152, §25C(7)states"Neithu the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compl:�mce v,:h the insurance requirements of this chapter have been presented to the conic acting authority-" ---A pp lica.nts ---- Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to yc-L-ir situation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone number(s)along v,ith heir of iM'Su-ante. Limited.Liability Companies(L-TC) or Limited Liability Partnerships(-J.L p)withno e: ;;?oyes other fban the members or partaeers,are not required to carry workers' camptnsa.ton insurance- If an LL.0 or LLP Foes have employees, a policy is required- Be advised that this afrfi&-,,it may be submitted to the Dcpai-tml ent of Accidents for confirmation of in=nce Coverage. Also be sure to sign and date the a ud2 it Thic of dla-Ot should be returned to he city or town that the application for the permit or license is being requested,not the Dcpaft rie it of Industrial Accidents- Should you have any questions regardnag the law or if you are required to obta a arorkers' compensation policy,please call the Department at the nrriber listed below. Sell in tze;d coamp�nies should enter their self-insurance license number on the appropriate line. City or Towu Oiacials Please be sure that the affidavit is complete and printed legibly- The Department has provided a mace at the bouom of the afdavit for you to fill out in the event the Offices of Invts� g tl ons has to contact you re-ardirag the applicant Please be sure to fill in the permit/license number which will, be used as a reference number. In addition,an.applicant ,hat must submit multiple perzrit/h Cc se applications in any given year,need only submit one affidavit in.n_icat-rg current policy iaformaton (if n(--cessary)and under"Job Site Address"the applicant should va,rite"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or tov'°n may be pro'-Mcd to the applicant as proof that a valid affidavit is on 51e for future permits or licenses- Anew affidavit must be filled out each year-Where a home owner or citizen is obtaining a license or permit not related to any business or corn mercial venture (i.e,a dog license or permit to bum leaves etc.)said person is NOT required to complete this aiuda;it. 'I-he Office of Investigations would 1&t to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The Depai-ment's address,telephone and fax number: no COMD3,anw-tzth of Massachusetts Departnent of Indn-,&Lal Aoci.deats of lav e-3figatiaxt-'i GGG Wa,shl� gton gfty,-c-t B Qatop.,IMA G2I I l Tel.�6l7 727--4900 Qx1�Q o I- -I� 4 SA Fax� 617-�7-�44 ?Ze�-i.se'14-2�'07 - `?��_�2s�go.���da ; Massachusetts -Department of Public Safety Board of Building regulations and Standards j Cun,iLUCilun Supervisor License: CS-102512 Daniel J Joyce,Jr PO Box 117 -F IBM ; West Hyannisport s "`'.a j .'I va Expiration Commissioner 12/13/2016 j Office of Consumer Affairs&Business Regulation ' License or registration valid for indmdul use only M ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: y egistration 1581:58 . Type: Office of Consumer Affairs and Business Regulation xpiration. „12%1=7/2015 DBA 10 Park Plaza-Suite 5170 DANIEL JOYCE CONSTRUCTION Boston,MA 02116 vgg {r DANIEL JOYCE � 1 r� 14 DOLPHIN LN. \ HYANNIS, MA 02601 Undersecretary Not valid wit. o t signature i 1 1 1 - DATE(MWDDIYYYY) ACC)MY CERTIFICATE OF LIABILITY INSURANCE 2/5/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DO ES N OT AF FIRMATIVELY 0 R N EGATIVELY AM END, E XTEND 0 R AL TER T HE C OVERAGE AF FORDED B Y T HE P OLICIES BELOW. THIS C ERTIFICATE 0 F I NSURANCE D OES N OT C ONSTITUTE;A C ONTRACT B ETWEEN THE I SSUING I NSURER(S), A UTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE"HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Atlantic Insurance Group Agency Inc NAME: Berkley Assigned Risk Services VHUNL 530 Adams St (A/C.No.Ed): 800 634-4589 ac.No.: 866 215-8118 ADDRESS: PolicyServices@berkleyrisk.com Milton,MA 02186 INSURERS AFFORDING COVERAGE NAICB INSURER A: ACadbi Ingi irannp Cn - INSURED Daniel Joyce INSURER B: dba:Daniel Joyce Construction INSURERC: PO Box 117 INSURER D: INSURER E: West Hyannisport MA 02672 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE-POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ANSR W VD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED PREMISES - PREMISES Ea occurrence ❑ CLAIMS-MADE ❑ OCCUR _ ❑ ❑ - MED EXP(Any one pe son $ - PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: - - PRODUCTS—COMP/OP AGG $ POLICY ❑JECT ❑ LOC $ AUTOMOBILE LIABILITY ❑ ❑ MBjNED SINGLE LIMIT-- Ea accident $ ANY AUTO - - - $ - BODILY INJURY Per person) ALL OWNED E]SCHEDULED AUTOS BODILY INJURY Per accident $ •r HIRED AUTOS NON-OWNED PROPERTY DAMAGE - _ ❑AUTOS Per accident $ ❑ $ UMBRELLA LIAR ❑OCCUR ❑ ❑ - - EACH OCCURRENCE $ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ DED ❑ RETENTION$ - $ WORKERS COMPENSATION - - WC STATU- OTH- , AND EMPLOYERS'LIABILITY YIN - X TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ - E.L EACH ACCIDENT - $ 100000.00 A OFFICEIMEMBER EXCLUDED? NIA ❑ WC-20-20-002552-05 12/1/2014 12/1/2015 - - (Mandatory in NH) - E.L.DISEASE.-EA EMPLOYEE $ 100000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000.00 ❑ ❑ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name All Entities/Insureds: Sole Proprietor Exclude Daniel Joyce Daniel Joyce CERTIFICATE HOLDER, CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TDWnOfBamStable EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE - - - Hyannis MA 02601 Bk 28892 P:9213 0-23492 05--26-2015 .a 03 a 38P DEED RESTRICTION' WHEREAS, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust uld/t dated September 16,2002 and recorded in the Barnstable County Registry of Deeds in Book 15610, Page 216 having a mailing address of 35 Trinity Place, Centerville,MA 02632,is the owner of Lots 5 and Lot 6 Trinity Place located in Centerville,MA,and being shown on a plan entitled"Plan of Land in Centerville, Mass., Property of Stephen B. and Margaret C. O'Brien, August 29, 1956,Bearse &Kellogg,Civil Engineers", which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 129,Page 135 and Lot 5A Trinity Place,Centerville,MA being shown on a plan entitled"Plan of Land in Centerville,Mass., for Stephen B. O'Brien,Nov. 17, 1980,Baxter&Nye, Inc. Registered Land Surveyor",which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 348,Page 49. WHEREAS, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust, as the owner of said lots has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on the lot created by combining Lots 5 and 6 on Plan Book 129,Page 135 and Lot 5A on Plan Book 348, Page 49 as a pre-condition to containing a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW,THEREFOR, Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust does hereby place the following restriction on the above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: Lots 5 &6 Trinity Place, Centerville,MA shown on a plan which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 129,Page 135 and Lot 5A shown on a plan which plan is duly recorded in Barnstable Registry of Deeds in Plan Book 348,Page 49, are to be combined to create one lot and the one lot may have constructed upon the lot a house containing no more than two(2ybedrooms. Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust agrees that this shall Bk 28892 Pg214 #23492 be a permanent deed restriction affecting the house located on the lot created by combining Lots 5 & 6 Trinity Place, Centerville,MA, and being shown on the plan recorded in Plan Book 129,Page 135 and Lot 5A Trinity Place,and being shown on the plan recorded in Plan Book 348,Page 49. For title of Lot 5 & 5A Trinity Place, Centerville,MA see Deed recorded with the Barnstable Registry of Deeds in Book 15610,Page 221 and for title of Lot 6 Trinity Place, Centerville,MA see Deed recorded with the Barnstable Registry of Deeds in Book 28873,Page 61. Property Address: 40 & 44 Trinity Place, Centerville,MA 02632 Executed as a sealed instrument this :Q day of May,2015. Trinity Place Nominee Trust Shi ey A. O'Bfien,Tru tee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this OA day of May,2015,before me,the undersigned notary public, personally appeared Shirley A. O'Brien,Trustee of Trinity Place Nominee Trust, and proved to me through satisfactory evidence of identification,which was a ,n�,. Dnys_-Ws f_�C, ,to be the person whose name is signed on the preceding or attached document,and acknowledged to me that she signed it voluntarily for its stated purpose. o ry Public: y commission expires: 11� . BARNSTABLE REGISTRY Of DEEDS John F. Meade, Register cHua i Bk 28873 P961 021370 05-18-2015 of 1r1= 13a QUITCLAIM DEED 1, SHIRLEY A.O'BRIEN, INDIVIDUALLY, of 35 Trinity Place, Centerville, Massachusetts 02632 for consideration paid and in full consideration of ONE ($1.00) Dollar grants to N M o SHIRLEY A.O'BRIEN,Trustee of Trinity Place Nominee Trust u/d/t dated September Q 16, 2002, and recorded in the Barnstable County Registry of Deeds in Book 15610, Page m 216, having a mailing address of 35 Trinity Place, Centerville, MA 02632 a� c U ai with QUITCLAIM COVENANTS U a The land together with any buildings thereon, situated in Barnstable(Centerville), c Barnstable County, Massachusetts, more particularly bounded and described as follows: c NORTHERLY by Lot 5 as shown on plan hereinafter mentioned, there measuring 113.72 feet; EASTERLY by land now or formerly of Alberti, there measuring 100.52 feet; SOUTHERLY by Lot 7 as shown on said plan there measuring 123.66 feet; and WESTERLY by 40 Foot,Way there measuring 100 feet and containing 11,900 square feet. Together with a right-of-way from the granted parcel to and from Pine Street, a public way, and said granted parcel is shown as LOT 6, on plan entitled "Plan of Land in Centerville, Mass., Property of Stephen B. and Margaret C. O'Brien, August 29, 1956, Bearse & Kellogg, Civil Engineers", which plan is duly recorded in Barnstable County Registry of Deeds in Plan Book 129, Page 135. Grantor releases any and all homestead rights to the within premises, whether created by declaration or operation of law, and further states under the pains and penalties of Bk 28873 Pg62 #21870 perjury that there are no other individuals entitled to homestead rights to the property being conveyed herein. For Grantor's title see deed dated May 13, 2015 recorded with the Barnstable County Registry of Deeds in Book 28871, Page 303. WITNESS MY HAND AND SEAL this day of May,A.D. 2015` SHIRLEY A. &BRIEN Commonwealth of Massachusetts Barnstable County ss. May X , 2015 On this A day of May, 2015, before me, the undersigned notary public, personally appeared SHIRLEY A. O'BRI0 and pE d to me through satisfactory evidence of identification, which was s-NJ. ev-A Z l 6, , to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. o ry Public: y commission expires: .••"i"�Q O y' :�,x�.�.; tit 8.• -�.4Y�A�. c BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Bk 15610 P92.21 805:87 ` 09-18-2002 a 12 C 17P DEED I, SHIRLEY A. O'BRIEN, now of 35 Trinity Place, Centerville, Massachusetts 02632 For consideration of less than $100 Grant to SHIRLEY A. O'BRIEN, Trustee of TRINITY PLACE NOMINEE TRUST u/a/d September 16, 2002 , recorded prior hereto, with a mailing address of 35 Trinity Place, Centerville, Massachusetts 02632 With QUITCLAIM COVENANTS, the land situated in Barnstable (Centerville) , Barnstable County, Massachusetts, described as follows : Parcel One NORTHERLY by land now or formerly of Stephen B. O'Brien et ux, there measuring 105 .47 feet; EASTERLY by land now or formerly of Gustave W. Alberti, there measuring 80 . 9 feet; SOUTHERLY by Lot 6 gas shown on plan hereinafter mentioned, there measuring 113 . 72 feet; and WESTERLY by a 40-Foot Way as shown on said plan, there measuring 100 feet, and , contains 11, 000 square feet of land. Together with a right of way from the granted parcel to and from Pine Street, a public way, and said granted parcel is shown as Lot 5 on a plan entitled "Plan of Land in Centerville, Mass. Property of Stephen B. and Margaret C. O'Brien, August 29, 1956,. Bearse & Kellogg, Civil Engineers ' ' , which plan is .duly recorded in the Barnstable Registry of Deeds in Plan Book 129 Page 135 . Parcel Two NORTHERLY by Lot 5B, land now or formerly of Stephen B. O'Brien shown on plan hereinafter mentioned, there measuring 103 . 24 feet; EASTERLY by lands now or formerly of Gail A. Darsch and R. S . McLoughlin, there measuring 40 .49 feet; SOUTHERLY by other land of Joseph M. O'Brien, Jr. , there measuring 105 . 27 feet; and WESTERLY by - a 40-foot Way as shown on said plan, Trinity Place, so-called, there measuring Sk 1 1561 0 FS 222 080587 38 .25 feet, and containing 4, 103 square feet of land. Shown as Lot 5A on a plan entitled "Plan of land in land in Barnstable (Centerville) ; Mass . for Stephen B. O' Brien Nov. 17, 1980, Baxter & Nye Inc . Registered Land Surveyor" , which plan is recorded at the Barnstable Registry of Deeds in Plan Book 348, Page 49 . For title, see deed recorded at the Barnstable Registry of Deeds in Book 6685, Page 176 . Property address: Trinity Place, Centerville, MA 02632 WITNESS my hand and seal this 16th da of September, 2002 . r Shirley A. O' ien COMMONWEALTH OF MASSACHUSETTS Barnstable, ss . September 16, 2002 Personally appeared the above-named Shirley A. O'Brien and acknowledged the foregoing instrument to be her free act and deed, before me Ronald J. Se Public My comm. Ex;Tres : 07/02/04 t..l BARNSTABLE REGISTRY OF DEEDS F Effective Date: March 3, 2015 D u , F F F WesternSurety n � LICENSE AND PERMIT BOND 6 F � 4 , KNOW ALL PERSONS BY THESE.PRESENTS: Bond No. 71642475 ; , G That we, Joseph M. O'Brien, Jr. F F , of Centerville State of Massachusetts as Principal; n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of--One Thousand and 00/100 DOLLARS ( $1, 000.00 lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents: THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Excavation by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until March 3rd , 2016 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mailcsaha Obligee and to the Principal at the address last known to the Surety, and at the expiration of t u" �er �dys from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh h"re on beved from.any liability for any acts or omissions of the Principal subsequent to said `• ��eys oae number of vears this bond shall continue in force; the number of claims made ,, a` „� aalxisthis bonanelzthe number of premiums which shall be payable or paid, the Surety's total limit of liag ty shall n�t�be emulative from year to year or period to period, and in no event shall the Surety's total lirlfy�fo 'c3,, s;exceed the amount set forth above. Any revision of the bond amount shall not be �q r Dated this end day of. March 2015 n n 77 r• s n nr F Principal n , r e r e r Principal . n , WEST E N SURET COMPANY n Y n 9 n By Paul T.Bruflat, Se for Vice President Form 532-12-2011 em F � ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 2nd day of March 2015 '�',,before:me,the undersigned officer, personally appeared Paul T. Bruf lat ', • ,:who'acknowledged himself to be!the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }yhyhhhyy�,�,yh5w55g5yhy4gy} s S. PETRIK s ^ NOTARY PUBLIC ^ s iSEAL SOUTH DAKOTA VT SEAL s ary Public—South Dakota +yhhyhyhyhh5h�,hyyhyyyyay+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) . STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual — described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL. '(Corporate Officer) STATE OF COUNTY OF ss On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C� O r U z a t ' >` +3 A Z Ln a o°a o Z i (sl Z N co U zs a a N ;4 � .� ° o o vZ rX. REScheck Software Version 4.6.0 Compliance Certificate Project O'Brien Residence Energy Code: 2012 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,670 ft2 Glazing Area 12% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 44 Trinity Place Edwin Sargent Centerville,MA, MA esdesign 3 Oakland Way Mattapoisett, MA 02739 774-644-9168 Compliance: 4.3%Better Than Code Maximum UA: 492 Your UA: 471 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,283 38.0 11.0 0.023 29 Skylight 1: Wood Frame:Double Pane with Low-E 12 0.290 3 Ceiling 2: Flat Ceiling or Scissor Truss 926 38.0 0.0 0.030 28 Wall 1:Wood Frame,24" o.c. 2,107 21.0 0.0 0.056 96 Window 1: Wood Frame:Double Pane with Low-E 342 0.290 99 Door 1:Solid 57 0.290 17 Wall 2:Wood Frame,24" o.c. 1,696 .21.0 0.0 0.056 88 Window 2: Wood Frame:Double Pane with Low-E 130 - 0.290 38 Floor 1:All-Wood joist[Truss:Over Unconditioned Space' 1,744 30.0 0.0 0.033 58 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 456 30.0 . 0.0 0.033 15 Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Pagel of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: O'Brien Residence Report date: 02/03/15 Data filename: CADocuments and Settings\Ed\Nly Page 2 of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.lD 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;building envelope. ❑Not Observable '{ ❑Not Applicable 103.1, ;Construction drawings and ❑Complies . :Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate 'compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies :Requirement will be met. 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA J Manual J or other methods Btu/hrg' ; Btu/hrg ❑Not Observable approved by the code official. :.[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 3 of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck 012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below 191 grade. I❑Not Observable ;❑Not Applicable ; 403.8 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not 0J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 4 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 4 of 9. Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 E❑Does Not ;table for values. [FRl]1 '❑Not Observable , ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average), ; ;table for values. ,❑Does Not 402.3.3, ❑ 402.3.6, Not Observable 402.5 ; ;❑Not Applicable [FR2]1 ; 303.1.3 U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, ;Skylight U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, 1 :❑Does Not table for values. 402.3.6, 402.5 ❑Not Observable , [FR5]1 '❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable . 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101P.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.2.1 ;Supply ducts in attics are ; R- R- ;❑Complies ;Requirement will be met. [FR12]1 :insulated to>11-8.All other ducts R_ R_ ;❑Does Not ;in unconditioned spaces or j ;outside the building envelope are; :❑Not Observable insulated to>_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ;Requirement will be met. [FR13]1 :air handlers,and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ;,Requirement will be met. [FR15]3 ducts or plenums. []Does Not J ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- ; R- ![]Complies ;Requirement will be met. [FR17]2 above 105 OF or chilled fluids ;0Does Not below 55 OF are insulated to>_R- 3 ; ; ;❑Not Observable ❑Not Applicable 403.3.1 iProtection of insulation on HVAC ❑Complies :Exception: Requirement is [FR24]1 piping. ❑Does Not :not applicable. r ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 5 of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.4.2 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. (FR18]2 >_R-3. ;❑Does Not U ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies ;Requirement will be met. (FR19]2 installed on all outdoor air ❑Does Not J intakes and exhausts. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 6 of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable []Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 j❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per []Complies ;Requirement will be met. 402.2.7 manufacturer's instructions,and []Does Not [IN2]1 :in substantial contact with the ;underside of the subfloor. ❑Not Observable ; ❑Not Applicable ; 402.1.1, ;Wall insulation R-value.If this is a: R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation Mass ❑ mass i❑Not Observable ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; i ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 7 of 9 Documents\DRAWINGS\O'BRI EN\rescheck2015.01.19.rck I Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not ;table forvafues. 402.2.2, Steel Steel ❑Not Observable 402.2.6 ; [Fill' ; ; ;❑Not Applicable 303.1.1.1, I Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ;300 ft'. ❑Not Observable ; ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies ;,Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI311 :insulation >_R-value of the 1 ;❑Does Not ;adjacent assembly. C� ;❑Not Observable j ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ,❑Not Observable ' ;❑Not Applicable 403.2.2 :Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [F14]1 cfm/100 f:2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 f:2 without air ; ,❑Not Observable ' :handier @ 25 Pa.For rough-in ; :tests,verification may need to :❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F124]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]z installed on forced air furnaces. ❑Does Not l8J ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not :not applicable. '�J ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not :not applicable. OJ accessible manual controls. IE]Not Observable ; ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies ;,Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable 1 ❑Not Applicable ; 404.1 75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 'ifixtures or 75%of permanent ❑Does Not ifixtures have high efficacy lamps. i Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Brien Residence Report date: 02/03/15 Data filename: C:\Documents and Settings\Ed\My Page 8 of 9 Documents\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies :Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F17]2 ❑Does Not 'e) ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for ❑Complies _ ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not I systems have been provided. ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:O'Brien Residence Report date: 02/03/15 Data filename: C\Documents and Settings\Ed\My Page 9 of 9 Doc uments\DRAWINGS\O'BRIEN\rescheck2015.01.19.rck I N 2012 IECC [energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Skylight 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments Building Air-Tightness Test Form Customer Information: Building&Test Conditions: Name: Address: zcoe- y Dater 7`J6 City: s� i �G ter//✓,5 State/Zip: Phone: ls� ) >?S-Sz,J c Time: /• 30 Building Address:(if different from above) �Street: f' sal Irrz /,(�-Ce- Floor Area City/State: Comments:• Ca�z . A Test#1 Depress: Press: Test#2 Depress: Press: Pre-test Baseline Pressure: `,1.0 (Pa) Pre-test Baseline Pressure: — 2• (Pa) Bldg Press. Flow Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) (cfm). (Pa) Installed (Pa) WM) "JrZ�1 >4 2 /0-57 6qq ,f -5-.1, q log 5-0, . 2, fO,i O 1 R G 5-0, Y i09/ z- 0 � Post-test Baseline Pressure: (Pa) Post-test Baseline Pressure:.— 2. 0 (Pa) Fan Model/SN: Fan Model/SN: e6 /3a527 Results: { Results: CFM50: ® ���� e L� �' ff?aCe CFM50: (eC ACH50: ' WC/1 ACH50: 0 RCVS--o HERS Rater Name and Cert.#: CC) � ! i HERS Rater Signature and Date: Developed by Advanced Building Analysis,LLC 91.1 k e i , ASSESSORS MAP 248 PARCELS 279 & 006 03.24' zo cd N to d d- Lo O W 39.0, c0 o � p O Lo za a (D o '34 2' co O C6 o xs co -f '4 ROBIN WILLIAM c^ ; a WILCOX ' No. 31341 r � TO THE BEST OF MY INFORMATION, AS-BUILT PLOT PLAN KNOWLEDGE, AND BELIEF THE LOTSBA&6S PLABL 129 ASS. & FOUNDATION SHOWN ON THIS PLAN LOT 5A, PL BK. 348 PG. 49 HAS BEEN LOCATED ON THE GROUND DATE 10/20/2015 SCALE in = 40' AS INDICATED. JOB 7646-00 CLIENT GRANT 10120/2015 SWEETSER ENGINEERING 203 SETUCKET ROAD DATE ROFESSIONAL LAN6 SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 off. 508-385-6900 fax. 508-385-6991 C.• �S8`PRO✓\7646-00�dwg�7646—CPP.DWG 0 2015 SWEETSER ENGINEERING r Town' of Barnstable ' Regulatory Services t YEASS. :Richard:V.Scal%htterim Director ►, BuRding Division Tom Perry,Raildtag Commissioner 200 Main S MA 02601 www.towmbarustable.maxs Office: 50 8-862-403 8 Fax: 508-790-623 0 Property Owner Must' Complete.and Sign This Section. If Using A Builder j I, C t ,as', wnet of the subject property hereby authorize— V to act on may bebA in aIl mattets telative.to work autho-rized by this building permit. 1 (Address o ob.) **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled of utilized before fence is installed and all final inspections are petfotmed and accepted. Signainte of er Sigaatar- of lic t- Pf _t N=eQ Print Name _ Date I (3 unread) -jobrien65 - Yahoo Mail Page 1 of 1 A Home Mai; Sea_ch News Sports =finance Weather .tames .Answers Screen Flickr Mooiie I crss i the new Firefcx Search Mail Search Vueb Home ®Joseph { .t9 9 e .�N compose a <* ♦ Q[j Delete ® Move Spam.. ••• More �' X _ _._ ARRY'S Inbox(3) please print all attachments ( reoule Gv Drafts Sent at the beach Today at:1.2:04 PM Spam To me HANDSOMER Trash(1) Folders Forwarded Message----- t r Smart Views From:"Schlegel,Frank"<Frank.Schlegel@town.bamstable.ma.us> F " To:atthebeachcc@yahoo.com Unread Sent:Tuesday,March 10,2015 11:37 AM Starred Subject:New Address for Map 248 Parcels 006&279,Trinity Plc.,Cent. S`FIARPEtER People O'Dear Ms. Brien, Social Travel Enclosed is the final report for the address reassignment for the parcels Shopping -. PP 9 identified above.The Assessors'Office reported that they are prepared to Finance work with your new plan of land that combines Map 248 Parcels 006&279 > Recent for lots 5,5a&6 as shown on your provided site plans.The final parcel number selected by the Assessors'Office is Map 249 Parcel 006.When the LESS EXPENSIVE R Sponsored parcels are combined,Map 248 Parcel 279 will be deleted in entirety. The proposed location of the new dwelling requires a new address be assigned as a direct result of the parcels being combined and the dwelling _ location.That new address is#40 TRINITY PLACE.Centerville and the property record has been updated for Parcel I.D.248006.For the building Consumer Injury permit application;please provide copies of this email and the enclosed _ Can I sue for injury? documents for the other departments review. One other item is required for this new construction.Since Trinity Place is a Town accepted road,you are required to establish a Road Opening Permit for the installation of the new driveway to connect to Trinity Place.I have enclosed a copy of the application for your convenience.The original permit application and regulations may be found on the town's website at; > "town.bamstable.ma.us".When you open the home page,at the top is a. directory of sites,click on"Departments"and select"Public Works Admin/Technical Support".Next select"Road Openrrrench Permit or Street Excavation Rules and Regulations".You can also select Road Opening Contractors for a list of licensed contractors approved by the D.P.W.for obtaining these permits. Please contact me if you require further assistance with this response. Frank Schlegel E911 Data Liaison Engineering Records Manager DPWrrechnical Support 382 Falmouth Rd./Rte.28 Hyannis,MA.02601 2 Attachments View al' Download all FinalReport.pdf View.Dovdn oad ....... RDPERMIT.PDF Downioad https://us-mg6.mail.yahoo.com/neo/launch?.rand=472e86hr3lf6l 3/10/2015 i ParcelEdit Page.1 of 1 Logged In As; Tuesday;March 10:2015. Frank Schlegel a rce.1 Application Center Road Svstern.Reports. Road System Thy r rd I r d Par gel detail Parcel;I,D:E 4$^N tx Sewer Acct: T/R- � f3 bevel"Lot` L C TS;S&aA Owner CBRIEN, SHIRL:EY.ATR Co Owner: TRINITY PLACE 01VIINEE TRUST Street: 35 TR N f"Y Pig CiEyrCENTER\IILLE State: l�A Zip: 17 Q2632 --------------- -Location,:' 40 T ('NITY PLACE Villages 1,0enterville Road Index: 1738 E Pri Frontage 0238 To set road,you can also enter road index and tab out.of.field. Secondary Road:. . �f Sec Index: 0000 Sec Frontage 10 Visions.Location. 3 TRINITY PLACE Nast Updated 3/10/2015 10 21 r3 A€ No. Bidgs: 0 Account.No: 153737 Lot Size(acres): 0.33999082 State.Class: 1300 Year Added: Q Fire Dist: Deed Date: 9118/?062 Deed Ref: 15610l221 I Land Value: 162800 81dgs Value; 0 Extra Features: D Condo Complex: :Building Unit: II httpJ/issgl2/intY anet;propdata/Parce1Edit.asm?1D=17933 .3/10/2015 r y � - 13 = 1: !both A a k HI CII Or ......_.........__... . ®a J oil k t ... Z1. t5 a Q� s-" 1 an k f c Tow My loll I { Z i s. r+�, - �, S- 7,E 9 + ��..., ¢1 t•s. z y - loll t y�i d 3 $ of s o '' loll s�:-� t i tit gSF 10 5 E Vg fail. 1 n� z 2110 l 5�.jot s ay r t z d 3A. f E5 'j� { v.. f �s€ n % d; S''a,. am -_ t�N� � g�� _ EP'. J S o 5 . 3. C t�sy a T's cE 5ai a`, �:�.3 fia�'S i � sA¢4 F p$ 3t5 8 L .. t— s ° Eie a: 3 T.t' r zr1 6 4 tg r #. �: 5'.sr YA., t 3 42 {S3 rc .� - . � ..... 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EP'ARED FOR,, BRI`f r i .. 112 U7K rr .,...IvF.-5r_- 21014 nn (I. 7,W( t._E yvl ;< L VL cti{ Gv r1 vC: RQJ E. 07 / M fa,F S T„I.S 1 I In �I - - 'I TI J82�.).-2b afw =Hx 1.1Y+d'ofVl .._tij ,; ' S vnY<c:F4)N rY L:�Cn Vl.: Nett igtJ1.G I>t Y 'v f 9 iE T 1 DF J CiF 5 5 RE35 7 Jlr 3 I Town of Barnstable e a t l or T hni i u i °s 382 .Falmouth Road Hyannis, MA 02601 .... , 77 L MAP 2480. y - -_ `-LOT 5 MA# $ 4� � 4 _ i t 248 0 CJ 44 ..,••- �_- 3 k " LOT #404 b 1 —�— F� { t ,. s MAP8 ' '� f \ MAP 228 T 3 # 28 f M 248 MAP 24887 # `54 U SIP?ROP:MELLIt G t� MAP 228 4 I # 64 c 1 MAC48 24 ` # 26 basemaps-Agn 3/10/2015 10.2T02 AM' o i- lingoPrOPOW i 1. are for assessing pia hl and do not,represent relationships to physical0 . n of Barnstable Department of PulWorks Technical Support. DIVISIon 382 Falmouth Road Hyannis, MA 02601. !-' z LOi 5A MAP 248 _ - �P�ROf DRIVE ( Ai'248 ` . , .., 15 0 z 248 44 35A. 1 � s } i Y� MAP 228 ; } i ## t' M 248 ► 43 002 r` ' E O # 54 } MAP 248 . ,, . 87 0 O ; PROP DWELLI G f` # �1> _.�_. AP 2 MAP 22$ 28 l , l P24 n 64 , f MA �L48.r-r" # 24 26 basemaps.dgn 3/10/2015 10:27M AM PropwW 11foo shmn,on this are for n and do not repammm,8ew " ParcelEdit Pagel of l jj di' ➢3 S 3 y 'A,• C P«ci�'v rat.)� 3 � � 4 d - /� � RZ✓K+ 2, ��.< Logged in As: gTuesday, March 102015 Frank Schlegel Parcel i Application Center Road SVstern Reports Road System ' Parcel detall Fareel,ID:' 24800 + Sewer Acct _,. T/RUpdax bevel Lot,'. ........ ..... Owner: OBRIEN, SHIRLEY A TR � - Co owner: TRINITY PLACE NOMINEE TRUST . Street: 35 TRINITY PL ` City: CENTERVILLE State: MA Zip; 02632 ' Location: 34 ! TRINITY PLACE ' Village-1 Centerville ` �_.._ . v � ... .. . ._, Road Index: 1738 Pri.Frontage 138' To set road,you can also enter road index and tab out of fiielOP Secondary Road: Sec Index: 0000 y. Sec Frontage Visions Location.: 34 TRINITY PLACE Last Updated. --------------- No. Bldgs: 07" Account No: 1$3737 Lot;Size(acres): 0.3399J0$2`; State Class; 1300 Year Added: 0 _ Fire Dist, Deed Date: 9118/2002 Deed Ref; 15610/221 Land Value: 162$00 Bldgs Value: 0 Extra Features: I Condo Complex: Building Unit: I El"pllate I, http Hissgl2/intranet/pro-odata/pledit.ast3x?ID=PL17933 3/10/2015 ParcelEdit ,Rage,l of 1 Logged In As:. g Tuesday, March 10,2015 i Frank Schlegel rce.1 _ Application Center Road System Reports Road'5vstem. Parcel Detail Parce[ID: 248279 Sewer Acct: T/k F, R }r bevel Lot: )WQT 6 ___ :.__. n Owner: dBRIEN, MARK T F Co Owner: ` _ _... _. .. Street: 35 TRINITY PL _......_ ...... v. City: CENTERVILLE State MA Zip f?2632 Location: 44 TRINITY PLACE Village: Centerville £ Road Index: r1738 Pri Frontage. 100 To set road,you car,also enter road'index and tab out of field. Secondary Road: ` Sec Index:: 0000 Sec Frontage: Visions Locations 44 TR1Pt!!`!Y PLACE Last Updated: No,Bldgs: U Account No: 156583 Lot Size(acres) 0 26999541 l _.__ State Class: 13rJ0 Year Added: Fire Dist: 1J' Deed Date: 4115/i 9g9 Deed Ref.: 66$5/15 Land Value: 1593Q0. „j BldgsValye: G Extra Features: 0 Condo Complex: Building Unit: 1ptlate htip://issgl2/Intranet/propdata/pledit.aspx?ID=PL 18224 3/10/2015 I , s�f7O'9rQg'..dp. �T. w E y 7: . 1 .V O p' ze�s''` $m I IV 4 11000 /yyd p 2 ys to 2 , S'9.49 O WR Tr+C U a Lq'g�s / �3 JJc aF Rt.v� tr ri l )M11! 121#o ,s y N - goo h ao"h, h ti NfB Qom. .� - ./`. +�.' /•.�: o2`t'O,. ` r Cross .� IN. C.ENTEOvlL.LL,. .M AB§. err s- PROPERTY OF rEPMEN ._ Scale: So Fec4 A.uq p 29[i95e.. t $earse ¢ Kellogg - Civil Engineers, k / zasa ..._.. .. ......... ___...._.__ ..i........ . ......_ .. .......... ................._.. _ ..... .. __ ...__ .. _...., ... __.... .. Message Page 1 of 1 Schlegel, .Frank From: Podlesney,Tony Sent: Monday, March 09, 2015'9:5:8 AM To: Schlegel, Frank Subject: RE: 34&44 Trinity Place, Centerville Frank, 248/006 will be the remaining parcel number after the combination. 248/279 willbe deleted: :- We are still waiting to hear back from you about`the email.s sent to you on V14/I5 regarding have you want to proceed.with property addressing for new parcels or merges: Thanks, Tony Original Message---- From: Schlegel, Frank Sent: Monday, March 09,.2015 9:47 AM To: Podlesney,Tony Subject:,34&44 Trinity Place,-Centerville' Hi Tony, A Ms,. Beth O'Brien contacted me asking for an address confirmation for two parcels to be combined. I'sent herto your office and she called.me.back this morning, She said sho spoke,to.you and tfiat Map 248 Parcels 006 tx 279.were ok to combine and you approved Map 248 Parcel 006 as the final parcel for the building perrnit. Please respond to Ihls email with your final determination on this for my files so 1.can determine:the.proper address for the-combination of lots and the building location shown on her site plan.I told Ms. O'Brien I needed written confirmation from your office regarding the.: parcel number before l could confirm the address for this change...Please`et me know if you need more info on:this. Thanx, Frank 3/9/2015 h i JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO.775-6029 AREA CODE 508 e-mail:john@jwkesq.com October 9, 2014 Thomas Perry, Building Commissioner Town of Barnstable Building Division 200 Main Street Hyannis, Massachusetts 02601 Re: Determination of Buildability of Undersized Lot Lot 6 and 5 on Plan Book 129, Page 135 and Lot 5A on Plan Book 348, Page 49 Trinity Place, Centerville, MA Assessors Map 248, Parcels 279 and 6 Dear Mr. Perry: have been asked to render an opinion whether the lots shown as Lot 6 and Lot 5 on the plan recorded in the Barnstable Registry of Deeds in Plan Book 129, Page 135 and Lot 5A as shown on the plan recorded in said Registry in Plan Book 348, Page 49, combined, constitute a buildable lot for zoning purposes. In response to the request, I have caused the records at the Barnstable County Registry of Deeds to be researched. I have also reviewed the Town of Barnstable Zoning Ordinance. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds and the Zoning Ordinance it is my opinion that Lots 6 and 5 on Plan Book 129, Page 135 along with Lot 5A on Plan Book 348, Page 49, combined, constitute a buildable lot for zoning purposes. This opinion is based upon the following: 1. Lots 5 and 6 were originally established on.a plan of land dated August 29, 1956. The plan is recorded in the Barnstable Registry of Deeds in Plan Book 129, Page 135. According to the plan, Lot 5 contains 11,000 square feet. Lot 6 contains 11,900 square feet. A copy of the plan is attached hereto for your review. Also attached for your review is the Town of Barnstable Assessor's Map 248. Lot 5 (and Lot 5A) is shown on the Assessor's Map as Parcel 6. Lot 6 is shown as Parcel 279. a • John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 9, 2014 Page 2 2. The zoning history in this area is as follows: 1956 RB-1 — requiring 10,000 square foot lots with a minimum width of 100 feet 1968 Changed RB-1 to RB — increased minimum lot area to 15,000 square feet 1985 RB— minimum lot area increased to 43,560 square feet 2000 Resource Protection Overlay District increased minimum lot area to 87,120 square feet 3. When Lots 5 and 6 were created in 1956 they met the minimum requirements of the RB-1 zoning district in effect at that time. 4. The 1968 zoning change made both Lot 5 and Lot 6 nonconforming. 5. At the time of the zoning change in 1968, Lots 5 and 6 were owned in common by Margaret C. O'Brien. 6. Margaret C. O'Brien also owned Lots 7 and 8 shown on Plan Book 129, Page 137. 7. Of the four abutting lots owned in common by Margaret C. O'Brien at the time of the zoning change in 1968, only Lot 8 met the minimum lot requirements of the new ordinance. 8. Margaret C. O'Brien died on April 4, 1969, intestate. She left as her heirs her husband (and administrator), Stephen B. O'Brien, and her children, Stephen B. O'Brien, Jr., Robert C. O'Brien, Joseph M. O'Brien, and Margaret J. O'Brien. I John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 9, 2014 Page 3 9. At the time of her death, Margaret C. O'Brien and Stephen B. O'Brien owned the property at 249 Pine Street as husband and wife, tenants by the entirety. Thus, upon the death of Margaret C. O'Brien, her surviving spouse, Stephen B. O'Brien, became the sole.owner of 249 Pine.Street. Stephen B. O'Brien and his children inherited Margaret's estate. However, her children declined any interest in the real estate (see paragraph 11 infra). Hence, in 1969, Stephen B. O'Brien owned the property at 249 Pine Street along with Lots 5, 6, 7, and 8 on plan recorded in Plan Book 129, Page 135, all of which abut. Lot 6 10.On December 15, 1971, Stephen B. O'Brien conveyed'Lot 6 to Joseph M. O'Brien by a deed recorded in Book 1643, Page 308. 11.The deed from Stephen B. O'Brien was intended to convey the entire fee interest in Lot 6 to Joseph M. O'Brien. See the Confirmatory Release Deed (enclosed herewith) recorded in Book 7082,.Page 241 executed by the children of Stephen B. O'Brien and Margaret C. O'Brien whereby the children confirm that they declined any interest in their mother's real estate at the time of her death and that they ratified and confirmed the.conveyances by their father to clarify record title.. 12.On February 17, 1989, Joseph M. O'Brien conveyed Lot 6 to the current owner, Mark T. O'Brien. This deed.is recorded in Book 6685, Page 125. Lot 7 13.On December 17, 1971, Stephen B. O'Brien conveyed Lot 7 to Stephen B. O'Brien, Jr. This deed is recorded in Book 1643, Page 309. 14.On November 23, 1988, Stephen B. O'Brien conveyed Lot 7 to John Johnson and Kathleen 0. Johnson., This.deed is recorded in Book 6538, Page 116. 15.On February 12, 1.998, John Johnson and Kathleen O. Johnson conveyed Lot 7 to Stephen B. O'Brien,Jr:, Barbara M O'Brien, and Kathleen 0 Johnson. This deed is recorded in Book 1'1229,.Page 252. John W..Kenney Attorney At Law Thomas Perry, Building Commissioner October 9, 2014 Page 4 16.On August 1.1, 1999, Stephen B. O'Brien, Jr., Barbara M. O'Brien, and Kathleen 0. Johnson conveyed Lot 7 to Timothy J. Flaherty and Kathleen A. Flaherty. This deed is recorded in Book 12468, Page 100. Lot 7 is a developed lot containing a single-family residence. Lots 5 and 5A 17.On October 24, 1980, Stephen B. O'Brien conveyed Lot 5 to Joseph M. O'Brien, Jr. This deed is recorded in. Book 3179, Page 264. 18.Lot 5A was created by an Approval Not Required Plan dated November 17, 1980 recorded in Plan Book 348, Page 49. A copy of this plan is enclosed for your review. 19.Lot 5A was conveyed by Stephen B. O'Brien to Joseph M. O'Brien, Jr. by deed dated December 8, 1980 and recorded in Book 321.1, Page 164. 20.The combining of Lot 5 on Plan.Book 129, Page 135 and Lot 5A on Plan Book 348, Page 49 created a lot that met the zoning requirements in effect in 1980 (RB - minimum lot size of 15,000 square feet). Lots 5 and 5A have been held in separate ownership since that date (see documentation to follow this letter) and combined are a buildable lot. 21.By deed dated February 17, 1989, Joseph M. O'Brien, Jr. conveyed Lots 5 and 5A to Shirley A. O'Brien, the current owner. 22.Lots 5, 5A and 6 are abutted by five (5) properties. Those properties are as follows: (a) 249 Pine Street (Assessor's Map 248, Parcel 5); (b) 241 Pine Street (Assessor's Map 248, Parcel 3-3; (c) 25 Alberti Way (Assessor's Map 248, Parcel288); John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 9, 2014 Page 5 (d) 28 Alberti Way (Assessor's Map 248, Parcel 289); and (e) 54 Trinity Place (Lot 7 above) (Assessor's Map 248, Parcel 280). 23.Copies of rundown sheets created by researching the records at the Barnstable Registry of Deeds showing the conveying historyof each of the above lots are attached hereto for your review. 24.The property at 249 Pine Street was owned by Stephen B. O'Brien in common with Lots 5, 6, 7, and 8 on Plan Book 129, Page 135 from 1969 until 1980 when the Approval Not Required plan creating Lot 5A was created. Lot 5A was conveyed to Joseph M. O'Brien, Jr. creating a buildable lot out of Lots 5 and 5A and leaving 249 Pine Street as a conforming lot with 25,173 square feet. The property at 249 Pine Street has been held in separate ownership since 1980. 25.The properties located at 241 Pine Street; 25 Alberti Way, and 28 Alberti Way have, for all periods relevant to this opinion letter, always been held in separate ownership from Lots 5, 5A, and 6. 26.The ownership history of 54 Trinity Place, Lot 7 on Plan Book 129, Page 135, is outlined above. 27.To summarize the conveyancing history of the lots and the impact of zoning changes on them, it is my opinion Lots 5 and 5A combined constitute a buildable lot. Lot 6 is a nonconforming, non-buildable lot. Based upon the foregoing, it is my opinion that Lots 5, 5A, and 6 are merged pursuant to Section 240-91 F of the zoning.ordinance. The lots must be combined.because Lots 5 and 6 were held in common ownership at the time of the zoning change in 1968. Subsequent conveyances of these lots to different owners were not effective to "unmerge" the lots. Lots 6 and 5 on Plan Book 129, Page 135 and Lot 5A on Plan Book 348, Page 49, as merged, constitute a-buildable lot for zoning purposes. John W. Kenney Attorney At Law Thomas Perry, Building Commissioner October 9, 2014 Page 6 No opinion is rendered on the effects of Board of Health regulations and/or Conservation Commission regulations on Lots 5, 5A, and 6. Very truly yours, tohn . Kenney, Esq. JWK/mmc Enclosures cc: Joseph & Beth O'Brien I _.............- ....................._..., ._.._......_....,......_._......_. ..._..... .. ...-_._...._. 7opo ��79•4a��B..S,' . SO,pp. Epp t O 3 O w` 00 O 8N wtj �o c o o°c 0 h CT m y r + a 0 7app i _N�a9'acy oO o 2gpp M a,c /2 000 c a;v no �zo.00 ° IYuOG o R a Q 14V7aq�yh N x O .14 12000 00 a voyy o V o a m z g�®•s9• 12000 u 7 `O �? 13165 0. S?g.� WE.THE UNOEos1mxL•o ROARO O:SURVEY• APPROVE THIS PLAT AND CERTIFY THAT IT 0 4 �NZs• v t�y COMPLIES WITH ALL APPLICABLE LAWS 12 000 AND REOUI:p1TAONS. U B / BOARD OF SURVEY '� — 'N 9z pOo 15780 J". TOWN OF SARNST N � DATED�i's.�py�956 .s< of LAND -„ PLAN IN V CENTERVILLE. IV�•4 • STSPH PROPERTY OF EN a f MARGARET C. REG44TRY OEPDS .cao>95c I w O•BRiEN $tale:l•.Kh�50 - Avgvaf 29;1956. _ min[ hearse } Kellogg- Civil Englneer•B, RECORDED 60NTZAVb-� 2oaB �••Q,,�,,,.�3�t�9 h��35. v 0710 o dl °' N M' oL J N N to to N pt o d f!•� o- 10 N 16 d 9N r tyd O � u 0 6� •,� OAK 1 3'63� g0 ID >9 R ��N" 5 N h• p yyy A 17� a S S t00 N N �$ Q ft s 0 A • 6114 4 $ . EZ,w, A�1 re 4 ta ce u a „9 ts. - J . C4 Oo2 Q OM d N NN 1 O N Sub N M a0$ a* 3 � v R � �� � N�' p N yy N3 I' 0 V 0 74 Ja i41-S Q O ® ' 0 AY CAI wN ry ptn 1-M �4Qf 1 CQ oil 00, N 0 tl O to M Oa ^ NV aN Q m N N N N d NN 1� t dm. ax, x I s-'--••�• a �• M'� re p ®O o -3 o3 sl 939 p-y t - (rmp0 = (Dcn �M • e N< N� N� µ a , `.0 r,� QO Q a i o.y '"t• Lh� �.� �•' �r 1 d 33 V'7d OGI aF 3 a hN A Nm zf B � . l,p F �t ;*� 'IV ��i.8 �y'� j crw2L ro. ly J y s —................ ----.....:;i � fi00K7082Pi0E 291 CONFIRMAT06 REI.EASE DEED We, STEPHEN B. O'BRIIDi, JR. of Centerville, MA, ROBERT Ci O'BRIBN, of West Norwalk, CT, JOSEPH M. O'BRIEN of Centerville, MA, and MARGOT 0. CARER, f/k/a IARGOT J. O'BRIEN of Sudbury, MA being all the children of the late Marga=at C. O'BRIEN of Centerville, H&g Barnstable Probate.Court Docket i 40498, for nominal consideration of less than 1100.00, grant to per beloved father. STEPHEN B. O'BAIHN, dVCenterville, MA and all claiming bY—tLson0�or under hls'all cur right, .. title and interest, in and to any and all of her property, be it real,-personal or mired. i i e document Piled Ln thw afereaa nm�cc n cw= .•see ref ie . i 'TiI£�WeYteorever release any iateraet we mny have lad, and v te"c2atlY'tTe recor'a—trEle so aai propar'��:""----�� ' Reference is hereby made to deeds given by our Father at the following Books and Pages, but this deed in not meant to be limited to those propertiest i Book 3179, Page 264 (lot 5); Book 3643, Page 300, Hook 1685, Page 175, (lot 6); , Book 1643, Page 309, Book 6538, Page 116, (lot 7)p ; Book 3179, Page 263, Hook 6538, Page 115, (lot 8); and r Book 3643, Page 307*(•Reserved• parcel), all as shown on Plan Book 129, Page 135. l; For our mothers original title reference is made to Book �. 740, Page 289. IN WITNESS WHEREOF We, the aforesaid, hereunto set our hands and.seals this?,y'-day of Febrea y, 1990. r ST �N B. 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SLAB EAST ELEVATION Uj c� � I z i o 12 Co �3 Co d- r7 r` eS design 3 oakland way 5"r pL ph:77 -644,91 02739 O GYM- ph:774-644-9168 2°� edwinsargent@comcast.net u '" EXTERIOR (:�NORTH ELEVATION ` �✓ ELEVi IONS SCALE: 1/4" = 1'-0" NORTH ELEVATION A- . 2 PERMIT SET 24 JULy 2 64S AS NOTED O'Brien Residence 44 Trinity Place Centerville, MA TRUI55 C-3 - v Y; SITTI IG BE 13R Q 7.85" 13-U o Z 12 T ap 10.75" 2ND FLOOR �9.5'TJI Q16'O.C. LVL BEAM DD (3)2%12 F7EADER i, I TRAN50M O \ O DINING/LIVING 15T �g ISTF T.O.SLAB ........ ,.._... ...... CV L-Pr- 1 1 711111 Oa 1 G.O.C. IL O_ I 00 € "BA5E L?5de51gn 3 oakland way A BUILDING SECTION mattapoisett,ma 02739 ph:774 644-9168 SCALE:1/4"=1'-0" "°'2058' w gent@comcast.net „np,o„an. edwinsar BUILDING SECTION A- 5 . 1 PERMIT SET 24 JULY 201 s EAs AS NOTED O'Brien Residence TRU55 C-1 44 Trinity Place Centerville, MA 2ND CLG GUEST BEDROO 2ND FLOOR BATH 9'-B' \-1.5-GEORGIA PACIFIC WI 40 @ 1 2• / O.c. V R-49 00 (3)2 X 12 HEADER J 2 X I O @ 1 G°O.C. y� • O r z DINING/LIVING 0 IS ` I ST L - R-30 1 1 7/8 GEORGIA PACIFIC WI 40 LVL - @ I G'O.C.(OR APPROVED EOUAU O E. cc BAS FL TRU55 C3 B SECTION @ LIVING DINING TRU55 C2 TRU55 C2 TRuI l rau,, ss cl , SCALE:1/4"=1'-0" 2X10@ IG-O.C. 2X8@ IG'O.C. , 2XG@ IG"O.C. r — CLG @ MUD ROOM 5M HT UNE OF H WALL -^ IN FOREG OUND J.h MR -- ---- ` GUEST 2ND FLOOR @ MUD ` BEDROOM i 2 X 10 @ I G.O.C. 5— 3'-5' r ~ m STRINGERS AT 3o�4 ypTf� S S-5- " 2X8 FRAMING [n,Of �= LAUNDRY QR @ LANDING BB•sru ' � s� 13R @ 7.as^ PORCH 12T@ 10.75• •j ' STAIR _ I ST FL == ININ /LIVING ^ r e WET BAR i STRINGERS T.O.SLABCHEN PORCH c ...... ....... RE s design. ...._. < Li FILACE 3 oakland way o mattapoisett,ma 02739 ph:774-644-9168 13R @ 5.25 edwinsargent@comcast.net 2 r @ 10.5' 03 BUILDING m SECTIONS 5 . 2_j SECTION @ MUDROOM SECTION @ KITCHEN SET PERMIT (D)scA114--=1'-0" 24 JULY 201 S EAS AS NOTED �„�' , O'Brien Residence 44 Trinity Place ATTIC TRUSS @ 24'O.C. Centerville, MA FU IC FLOO T CCEPT R 49 PUP TRU55 DOWN TO ULATION ATTIC ACCEPT R-49 INSULATIO MA5TER - DRESSING BEDROOM ROOM n - TYP ROOF CONSTRUCTION ,o -1 1 5T FL ARCH FG 5HINGLE5 �. 30k ROOFING PAPER _ 30'MIN ICE AND WATER AT EAVES, RIDGES AND 51DEWALL5 1/2'PLYWD SHEATHING SEE STRUCTURAL FOR RAFTERS AND ENGINEERED ROOF TRUSSES INSULATED BAFFLES @ SLOPED CEILINGS R 49 BATT INSULATION(UNFACED) POLY VAPOR RI B BARER o 3 1/2 GW W/SKIM COAT PLASTER m 51MP50N H 2.0 5 ff P) 15'-4' 28'-0" - I akaz i X, XXXx .x X y kk:k GROWN MOLDING SECTION @ BEDROOM CONT SOFFIT VENT OPTIONAL 5/4 X B PVC FREIZE INSULATE HEADERS IXG PVC CASING FIN SORT ^ 12 i o�g 9� chi ATTIC TRUSS @ 24'O.C. " PVC SILL G' A5E W)CAP- TYP NEW WALL CONSTRUCTION R-49 IN CEILING CEMENTITIOU55IDING ATTIC AIR BARRIER 112'PLWYD 51DING 2XG STUD WALL R 21 H.D.BAIT INSULATION(UNFACED) - POLY VAPOR BARRIER R-30 GATT INSULATION 1/2 GW 3 W/SKIM COAT PLASTER 8'CONCRETE WALL Y�L5' ^CLR ca •i (SEE FND WALL 5ECTION) \i = MASTER BATHOFFICE � ^ 15T FL .w *, >71 Oi�y9 o V LS design 3 oakland way mattapoisett,ma 02739 28'-0' ph:774-644-9168 edwinsargent@corncast.net BUILDING TYPICAL WALL SECTION F SECTION @ BEDROOM SECTIONS A- 5 . 3 PERMIT SET 26JULY2015 EAS AS NOTED O'Brien Residence 44 Trinity Place Centerville, MA O® ARVO I RIC 5MOK- C k \. (,AR90N MONOXIDC DE,ECTOK BASEMENT PLAN SCALE:N.T.S. _• , 71 O 0 I I � I I 1 I I 00 F L -- s I \ --co \ P DN -------------- --- — \ I I I I I I I I I ��\ PHOTOEL_CTRIC SMOrE I i i ; i�j DETECTOR I I II I I 1 ST FLOOR PLAN — OP O r�orvrLecT Ic smoKE e SCALE:N.T.S. 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SMOKE ALARMS A- 8 . 0 PERMIT SE 7 24 JULY 201 5 EAS AS NOTED O'Brien Residence 44 Trinity Place Centerville, MA NOTE: WINDOW SIZES ARE APPROXIMATE DOOR SCHEDULE: WINDOW SCHEDULE: VERIFY ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER MARK LOCATION SIZE TYPE COMMENTS MARK LOCATION SIZE TYPE COMMENTS Oi ENTRY 3G X 80 W/2 51DE LIGHT5 TRANSOM 5CREEN/STORM O KITCHEN (3)28 X 42 D15L HUNG 5DL TRIPLE MULLED WITH 3"STUD POCKET DOUBLE HUNG UNIT Oz REAR ENTRY 32 X 80 HALF LIGHT W/ 151DEUGHT SCREEN/STORM O OFFICE (2)32 X GO DBL HUNG 5DL WITH 3"STUD POCKET DOUBLE HUNG UNIT O GARAGE 32 X 80 G PANEL IN5ULATED Oc DRESSING 32 X GO DBL HUNG 5DL O GARAGE 32 X 80 G PANEL INSULATED O DRE551NG 28 X 28 AWNING 5DL O DINING ROOM (3)3G X80 FULL LITE E BEDROOM (3)28 X 28 AWNING 5DL TRIPLE MULLED WITH 3"STUD POCKET O BEDROOM 30 X 80 50LID CORE G PANEL - OF BEDROOM. (3)28 X GO DEL HUNG 5DL TRIPLE MULLED WITH 3"STUD POCKET DOUBLE HUNG UNIT -EGRESS UNIT5 ;: O DRESSING ROOM 30 X 80 50LID CORE G PANEL O BATHROOM 28 X 3G DBL HUNG 5DL O MASTER BATH 30 X 80 50LID CORE G PANEL O LIVING ROOM (3)3G X GG DEL HUNG 5DL TRIPLE MULLED WITH 3"STUD POCKET DOUBLE HUNG UNIT O ENTRY CL05ET (2)24 X 80 50LID CORE G PANEL DUMMY HARDWARE W/MAGNETS O LAV 28 X 3G DEL HUNG 5DL m OFFICE CL05ET 30 X 78 50LID CORE G PANEL O LAUNDRY 28 X 3G DBL HUNG 5DL PANTRY (2)24 X 80 50LID CORE G PANEL DUMMY HARDWARE W/MAGNETS O GARAGE 32 X 54 DEL HUNG 5DL iz 3A5EMENT 24 X 80 50LID CORE G PANEL O GARAGE 32 X 54 DEL HUNG 5DL 0 BATH 32 X 80 50LID CORE G PANEL O GARAGE 32 X 54 DBL HUNG 5DL is CL05ET 24 X 80 FULL LITE W/TRAN50M G PANEL O GARAGE 32 X 54 DBL HUNG 5DL �s LAUNDRY 32 X 80 50LID CORE G PANEL O MUDROOM (2)32 X 48 DBL HUNG 5DL DOUBLE MULLED WITH 3"STUD POCKET(TEMPERED GLA55) �e CL05ET (2)24 X 80 50LID CORE G PANEL DUMMY HARDWARE W/MAGNET5 BASEMENT 72 X 80 SLIDER G PANEL O GUE5T ROOM (2)32 X 48 DEL HUNG 5DL EGPE55 WINDOW:MIN 20"X 24"CLEAR OPENING es GUEST ROOM (2)32 X 48 DBL HUNG 5DL EGRESS WINDOW:MIN 20"X 24"CLEAR OPENING cc ATTIC 28 X 28 AWNING 5DL I' w ATTIC 30 X 80 SOLID CORE/INSULATED G PANEL 0o BATH 28 X 3G DBL HUNG 501- r zo BATH 32 X 80 50LID CORE G PANEL EE SITTING 32 X 52 5KYLIGHT OPENING 5KYLIGHT z� GUE5T ROOM 32 X 80 50LID CORE G PANEL O GARAGE 28 X 28 AWNING 5DL - O GUE5T CL05ET 24 X 80 50UD CORE G PANEL z3 GUEST CL05ET 24 X 80 50LID CORE G PANEL rr BA5EMENT 32 X 48 DEL HUNG 5DL ' z< GUE5T CL05ET 24 X 80 50LID CORE G PANEL O GUE5T CL05ET 24 X 80 50LID CORE G PANEL E?S design tiro aSyc,yy, 3 oakland way mattapoisett,ma 02739 • ;9 ph:774-644-9168 gun. �- edwinsargent@comcast.net m g' (TN or WINDOW & DOOR SCHEDULE A- 9 . 0 ---11 PERMIT SET S24JULY201S EAS ASNOTED (2)1.75 X 1 1 7/6"GEORGIA PACIFIC VER5AIAM.LVL OR APPROVED EQUAL x O'Brien - 14'-0" (2)2X6((YP) 9.5°GEORGIA PACIFIC ..,... ... .. ,. .... _,. ,,.._ ATTIC SEDR00M AT➢C (2)2x6(il'P) ,r LVL BAND JOISTs'. 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I I T.0 WALL 6' ®OPENING I. I to b _.- ..- - - --'- --- - - - —_ .—. -- - - _ - - - -- _. - - 5TEP FOUNDATION A I - - - - - - - - ..- - - -- I �O:KDIIIATE M.O. - .. I. W/WINDOW TYPE I24'X 12'FOOTING t 1� 0 4'-0^BELOW, t GRADE MIN 4^CONG FLOOR - I iy T-8' 7-9' -4' - 9'-9 V B'-6 1/4' 8'-2•. ., -8'-7 B'-4' —BEGIN 2X6 STUD WALL j»:. �r q 7 I I � 3 ' 3s * �.t T.0 WALL G` I STEP _. _ FOUNDATION - II. � G E IN OPENING5 FOXING BEAM P �°X OWIN 4-47 BELOW Ej G — — — — — — — — — — — — _ - - T- 2 FOOTING 2 GRADEMINX 12° 8'CONC_ i;B'CONC WALL t . TYP SM 1/4 IF,L 5/8'X 71 EMBED . 24'X 12'POOTIN6 AT ENDS{ 40'O,C.UNL65 w 4'0 BELOW GRADE MIN I L — — — — — — — — OTMERWI5E NOTED ON UNDISTURBED 501L OR ii COMPRESSIBLE SILL 5EAL COMPACTED PILL I — r d 5 BAR 0 TOP OP WALL - '^ OVERLAP 0 CORNERS T.O.W "` — _. — — — — —1 — — — — — — — — — — — — — J .� — .� _. — — — — — — t SIAPE FIN GRADE i+' DAMPPROOPING BELOW GRADE _ —. — —` — — — M '. 8'CONC WALL J 5�,: CLEAN BACKPILL-NO DEBRIS '2a^X 12'FOOTING - ' OR ORGANIC MATERIAL COMPACT IN 12°UPfS(TY'P)� ":rF 27'-8' 79'-9' - 25-8' 24-9' - #4 BAR®481 O.C. ` •."�" NEW 4'SIAB ' G MIL VAPOR BARPJER &WASHED STONE Esd2Sign '{� - {5 BAR T4 B 4®24'VERT •>� - 3 oakland way I,k PERIMETER DRAIN TO 5UMP (2)i5 BAR IN FOOTING ,. ` ��ytr mattap olsett, ma 02739 BE d - ' a - ;4 _ UNDISTRUD SOIL OR - - "• r d-a3 .-' .,.-..&„ `;,e+�,'.""n,:i '>X,X°f;ra ..�''.�:,'k;.�.m.. x.'k; COMPACTED FILL &,;:" OPTIONAL PERIMETER DRAIN • F O U N D AT 10 N P LAN ; 1 • ,; FOUNDATION. SCALE: 1/8 = 1 —0 r Uzi PLAN ; � u<M lor"n of &S- YPICAL WALL SECTION 1 . 0 CALE: 1/4" = 1'—O" . PERMIT SET �\�� ���...� ��� ��5��;� �01 FEB 2015 EAypS 9 AS NOTED O' Brien Residence -5H,ATH BOTH SIDES 44 Trinity Place NAIL 8d @ 4"/ 1 2" SILL BOLTS �a 24"o.c. Centerville, MA _ . 28' 2' 15-4' 50'-0' W-0' t L V-1't/2' 13'-8 1/4' SHEATH BOTH SIDES ' PATIO NAIL 8d @ 4 / 12 10'-0' 7-0' 6'-10 1/4' El ——— GARAGE O® �� ,...\///1 LIVING/ TER_ I M TE 0 o I = C D DININGE BATH I - BE QO j '- N N 28X28 BATH IGX27 9X 12 I 13 IG NDRY G X 8� C Q --- X8 lO I : O T-4 4' I 1 I allio f; m j KITCHEN o CLO 9 I y, I AN 12 I G I DRE551 N ® j j 0 I 1 FFI E ROOM j ENTRY CLO I-I X J I Oo Cb L---- 5'-6 /4 10'- 1/4' ° OVEN (nil ® 11'-0 3/4' S'-9 3/4' i 4'-51/2' 2'-8' P 2'-8' S-�w 4 5-0 3/4' -4 1/ -3 3/4' S'- 2 0 11'-1 1/Y 11'-3 3 2Y-6' 16 0' 16-11/ 8'-81/4' 24'-6' G:c ❑ 25-6' coverseo oecK ❑ {'' SHEATHING NOTES: ES design. JII i B C ALL SHEATHING 7/1 G 3 oakland way I A-5.2 A-5.2 riTie AR� 5TR-I PLYWOOD mattapolsett, ma 02739NAILING 8d @ G/12 (TYP)BLOCK @ALL JOINTSFIRST FLOOR o.20SG3 J ,wwr—I MS " PLAN of 0 1 ST FLOOR PLAN . ' SCALE: 1/8" _ ,�-o° PERMIT SET , �'. 31 MAR 201 5 EAS AS NOTED O' Brien .: Residence 44 Trinity Place Centerville, MA }t i Co i BEDROOM A C 0 0 151 TH N 6 10 LINEN O f ' F. A ® ® To }f DN I . \ 0 / LL ® ® © SHEATHING NOTE5: `fit whir ALL SHEATHING 7/16 STR-I PLYWOOD IA ALL design ALL NAILING 8d @ 6/12 Nazuboa W 3 oakland way `. NIp1TAP0►8E7T, h mattapolsett, ma 02739 VA --c B -5 A-5.2 1:o �6�` I ECOND FLOOR A-5.2 �jy . PLAN 02ND FL00R ATTIC PLAN SCALE: 1/8" = 1'-0" A- 1 ■ 2 PERMIT SET - - -- 1, 31 MAR 2015 EAS AS NOTED rr- O Trien F. Residence k 44 Y Trinit Place *z Centerville, MA ----------------------- r— II I i—•-----------------------------------------------------------------� } 12 9-12 r---------------------7 I — -------------- ua tpl I I I I I I I • I s I N N I A I N j I I N I I I I I I I I ice: y, I i i I I I i ICE AND WATER I I I SHIELD AT ALL EAVE5 VALLEYS, HIPS AND j i N N i ROOF EDGES I N N L---------� j � I 1 9 : 12 I �----�----- I--- — ------ 9 : 12 :9 : 12 --� I RIDGE YENT , RIDGE VENT I I I I Foo I I I I I 9 : 1 4 : 12 N 4 : 121 tee` T��Ae 'X05P3-------------------- x SKYLIGHT(REFER TO 1p" of WINDOW SCHEDULE) ROOFING NOTES: • ALL ROOF SHEATHING E?Sd2SIgn 5/8 STR-I PLYWOOD 3 Oakland way r NAILING: mattapolsett ma 02739 ` 8d @ GIG ROOF PLAN • 8d @ 4/4 ALL EDGES SCALE: 1/8" = WITHIN 4 Fr OF RIDGES, pLAN HIPS, VALLEY5 GABLES G AND EAVES PERMIT SET � Ol FEB 201 5 EAS AS NOTED " y KkO Brien IY• Residence CL— ® V 44 Trinity Place ® ® Centerville, MA ATTI� ATTIC , 2ND F_ L ® T771ElY 1 gT FL I y R8�^ T.O. SLAB ' -•........._.' -u-.:_�:s•^x:tc_::,z�t^ss�m:^:.::fir- ••. +. .. -�^: •cfec^+^!w"-a�.-cmu:t<�tm:a2n:��x�r'ris .:s-^e:c_�vir-rrsL"sa'�:.s»:•tr.i�.,x¢.....�i:.vna.n.v:,.�a^..<acu:. .. .[.,.t....,Y.uT�vsD.f�._..,Gac94...X.,.^x......._..._u.Ru::.mr._.....�vix.:..._.Ycv.�.u...._cw�...+._.....-�:vu:x.....:..x. �Y T • i�{ix; WEST ELEVATION SCALE: 1/8" = V-0 { Tr A niix: V � 4 • w 1cs • � ATTIC = c���:; ��„ cje d au m �lSc : f� - -14i'm of M . .. . . ... .. ...__ .. . ._ . .. ....... _ Y.. . .__ _. I sr FL o L-3 des i n --- Y FIN GRADE CONC RETAINING 3 oakland ways WALL mattapoisett ma 02739 i t 4 . w ' i I iY EXTERIOR.... . CONC WALL ... ........ ...... CONC FOOTING Z f� L E T IONS _,.. _. ....... ,. E VA I I 12-0pp t ��rf,. . .. . ... . CONCRETE WALL WOOD WALL SOUTH ELEVATION A® 3 ' , SCALE: 1/8 = 1 -0 PERMIT SET :aa ...Ir Q - O1 FEB 201 5 EAS AS NOTED "$ r M' r, 1 SHED DORMER >1 O Brien FULL HEIGHT ResidenceDORMER @ BATH - . "- _ r. .ATTIC 44-Trinity Place , aG Centerville, MA [MIMI -- ATTICF=—]F=_1 F=Q U® ® ® Lmi Irm ® LLW" ILLEILUL-Jaij, II ST fL OEAS T ELEVATION ► SCALE: 1/8" = 1'-0" �ZOD 1 R4, No.Z0po t EE �TNOF1u`b H , k C9 m I :I 6 Lis design f "' 3 oakland way mattaP oisett ma 02739 T.O. SLAB EXTERIOR ELEVATIONS 0 NORTH ELEVATION A— 3 , 2 SCALE: 1/8 = 1 —0 PERMIT SET =MAR5 - EAS AS NOTED O' Brien - Residence 44 Trinity Place Centerville, MA 2 X 12 RIDGE (12) 10 d @ CEILING TIE (TYP) 2 X 12 CEILING JOISTS DOUBLE 2 X 12 HEADER @ OPENING (TIE DORMER ROOF TO GARAGE RAFTER5) CONNECTOR RAFTER5 ARE OVERLAYED R-38 BATT INSULATION ON TO GARAGE ROOF SHEATHING (12) 10 d @ CEILING TIE(TYP) 12 4 r— o V CD �o GUE5T io v ATTIC To J ATTIC 12 I = BEDROO If� z B^r U �! � o ATTIC . 10 MILL] HALL/ CD G' 13CI 90 XL @ I G"O.C. a U 44 (TIE DORMER RAFTERS AT ENDS AND IN MIDDLE OF SPAN) 2 HALL IF DI I G/LI G HALL A5T E31EMAI R-38 GATT INSULATION to 15T'FL �.,_ - z r� - - 15T FL T.O.W. XX i T.O. 5 L ' LVL BEAM off, f '{ io _1 w :to 4" REINFORC SLAB FTG @ CG LUMN (TYP) °O z T.O. BASEMENT 0 C-Ij FIN GRADE WALL IT 5LAB L J XX T.O. FTG 57.50 I' 1„ s design k ��A" fir" PS i Q BUtLD1NG SECTION � �� � to SCALE: 1/8" 1'-0" 3 oakhand way 02739 ''' a Me.20563 y matta olsett, ma .�. -.�.. p$�P �B U I LD I N G �? N of e SECTION__j X -- A- 5 . 1 PERMIT SET 31 MAR 2015 EAS AS NOTED 2XGTIES @ 32" O.C. � C� 2XI2 @IG" O.C. Brien 3 IE OF DORMER @ SITTING ROOM Residence ! _._.. .... C LG ; I �� 44 Trinity Place 2X12 @IG" O;C. TYP ROOF CONSTRUCTION, ATTIC 2X8 @ I G" O C u Centerville, MA ARCH FG SHINGLES I ATTIC j 30# ROOFING PAPER 2ND FL ' 30" MIN ICE AND WATER AT EAVE5, RIDGES AND 51DEWALLS I/2" I 1/2 1 17/8 X 3 PLYWD SHEATHING VE7/8 3 1,2 (3) 2X8 BUILT-UP BEAM I 5I M P50N P05T CAP (TYP) 2X 12 RAFTERS AND ENGINEERED ROOF TRU55 (SEE 5-1) . INSULATED BAFFLES @ SLOPED CEILINGS. a, .rn 2X8 @,I GilO.C. : .. i R 38 BATT INSULATION'(UNFACED) - I LET 2X8 INTO 6XG P.T. POST POLY VAPOR BARRIER 1 1/2 GWB W/SKIM COAT PLASTER I. 5_,P-._ 5IMP50N H 2.0 5 (TYP) 1 ,K 51MP50N COLUMN BASE A-7.1 W/ EPDXY ANCHORS 12" 0 CONC PIER a: x v 3a, i FOOTING @ 4'— Oil- BELOW GRADE CROWN MOLDING CONT.50FF1T VENT SECTION @ KITCHEN TYP NEW WALL CONSTRUCTION F. SCALE: 1/8" = 1'-0" CEMENTITIOU5 51DING AIR BARRIER �y 1/2" PLYWD 51DING 3� ' _. _. ..__.W _..._. a. 2XG STUD WALL LINE OF . �. LINE OF HOUSE DORMER-' �z tp. �, R 21 H.D. GATT INSULATION (UNFACED) BEYOND "L sr—" BEYOND RA POLY VAPOR BARRIER 1/2 GWB Wl SKIM COAT PLASTER z _.-... ,._...... ......... ........ ......... ........ ,_.... CLG__ G"BASE AR W/GAP� � � a. � .° Ah. ! ` .�` r.s...c., t S ...... ......... . ... ._f�..._. .... .I.. _ �._..... M-' - ,..w;�,,,.;M,,,,,- _. ..._ - ,e4 ATTIC � "va o , ca � � ass R- 0 BATT � 8 CONCRETE WALL UJI _ -I o 2ND FL 3 (5EE_FNl,_WALL SECTION) t a kf� 9 INSULATION - . � � � �• � i�_i—, I `� � `. - try ®� �� `k . uv cw wuN CW L- i 00 cc . ( I�Sr FL . 1. 3 oakland way.. BASEMENT STAIRS matta oisett, ma 02739 STAIRS BEY D P 4x. 13 RISERS @ 8° 13 RISERS I, ;� ; 12 TREAD5 @ 10 12 TREADS 10 BUILDING MIN HEADROOM G'-8" MIN HEAD G'-8 MIN 3'-0"wIDEaSECTIONS TYPICAL WALL SECTION SECTION �! m UDRO OM A® ® 2 1/ 1'-0" SCALE: 1/8" = 1' PERMIT S(T7] 01 FEB 2015 EAS AS NOTED O' B.rien Residence 44 Trinity Place Centerville, MA Pmoronxcmc 5MCKE CARBOIJ MONOY.IDE DETECTOR; d., �.I BASEMENT PLAN SCALE:N.T.S. / I -- GARAG I a MASTER B H I MA5TER BEDROO E I"I BAT O LIVING/DINING 1 UNDR i � L MUDDN� 1 1 I I (�) PHOTOELECTRIC SMOKE o KITCHEN 1 ; DETECTOR r—i I DEFINE DREssING Roonn� HEAT L1ST OOR PLAN S i i ENTRY 11 O DETECTOR' SCAMVNLT.s. U---- i I p 1i PHOTOELECTRIC SMOKE 4� CARBON MONOXIDE i (-I—DETECTOR I 1, PERMI�SET u; 6 , BEDROOM. O E?Sdesign x BATH . �► 3 oakland way O LINEN FGDD N0.20563 W mattapoisett, ma 02739 �� S D - 81pTff►PO►SETt,�y' '�-- a_�. .w._._�.__.�._._.—_.� _ ATTIC co 99 DN — crK ofWO SMOKE ALARMS i I 2ND FLOOR PLAN \\ ■ SCALE:N.T.S. J1 \ 31 MAR 201 5 EAS AS NOTED�J O' Brien NOTE: WINDOW SIZES ARE APPROXIMATE WINDOW SCHEDULE:.: YERIFY ALL ROUGH OPENINGS WITH WINDOW MANUFACTURER - t Residence MARK LOCATION SIZE TYPE COMMENTS O KITCHEN (3) 28 X 42 DBL HUNG 5DL TRIPLE MULLED WITH 3" 5T.UD POCKET DOUBLE HUNG UNIT WITH I G"TRAN5OM5 44 Trinity Place 0 OFFICE (3) 28 X GO DBL HUNG 5DL TRIPLE MULLED WITH 3" STUD POCKET DOUBLE HUNG UNIT WITH I G"TRANSOMS Centerville, MA O DRE55ING 28 X 28 AWNING SDL O DRESSING 28 X 28 AWNING 5DL O BEDROOM (3) 28 X 28 AWNING 5DL TRIPLE MULLED WITH 3" STUD POCKET F BEDROOM (3) 28 X GO DBL HUNG 5DL TRIPLE MULLED WITH 3" STUD POCKET DOUBLE HUNG UNIT WITH I G"TRANSOMS O BATHROOM 32 X 3G, DBL HUNG 5DL e LIVING ROOM (3) 3G X GO DBL.HUNG 5DL TRIPLE MULLED WITH 3" STUD POCKET DOUBLE HUNG UNIT WITH I G"TRANSOMS , O LAV 28 X 3G DBL HUNG 5DL x LAUNDRY 28 X 3G DBL HUNG 5DL EGRESS WINDOW: MIN 20"X 24" CLEAR OPENING O GARAGE 3G X GO DBL HUNG 5DL O GARAGE 3G X GO DBL HUNG 5DL O GARAGE 3G X GO DBL HUNG 5DL O GARAGE 3G X GO DBL HUNG 5DL O MUDROOM (2) 28 X 48 DBL HUNG 5DL DOUBLE MULLED WITH 3" STUD POCKET O FRONT GABLE 32 X 32 FIXED CA5 5DL sB FRONT GABLE 32 X 48 DBL HUNG 5DL cc FRONT GABLE 32 X 32 FIXED CAS 5DL on SOUTH GABLE 28 X 28 AWNING 5DL EE ATTIC (3) 32 X 48 DBL HUNG 5DL TRIPLE MULLED WITH 3" STUD POCKET a FF BATH 28 X 3G DBL HUNG SDL XA, 11107 ; Occ GUEST ROOM 32 X 52 DBL HUNG 5DL EGRESS WINDOW: MIN 20"X 24" CLEAR OPENING iN4.�� GUEST ROOM 32 X 52 DBL HUNG 5DL EGRESS WINDOW: MIN 20"X 24" CLEAR OPENING _GUE5T ROOM (2) 3G X 42 DBL HUNG 5DL DOUBLE MULLED 0 GUEST ROOM (2) 3G X 42 DBL HUNG 5DL LL GUEST ROOM 32 X 52 DBL HUNG 5DL EGRESS WINDOW: MIN 20"X 24" CLEAR OPENING ® HALLWAY 32 X 52 DBL HUNG 50L NN FRONT GABLE 28 X 28 FIXED CAS 5DL E?S d2S i g --I 1 rr BASEMENT 32 X 48 DBL HUNG 5DL 3 oakland way mattapoisett, ma 02739 t I WINDOW SCHEDULE } A- 9m I PERMIT SET 31 MAR 201 5 EAS AS NOTED O' Brien - Residence DOOR SCHEDULE: 44 Trinity Place MARK LOCATION SIZE TYPE COMMENTS Centerville, MA O ENTRY 3G X 80 W/ 2 51DE LIGHTS t TRANSOM SCREEN/STORM O REAR ENTRY 32 X 80 HALF LIGHT SCREEN/STORM O GARAGE 32 X 80 G PANEL INSULATED O GARAGE 32 X 80 G PANEL INSULATED t� DINING ROOM (3) 3G X50 FULL LITE W/TRANSOM u O BEDROOM 30 X 80 SOLID CORE G PANEL O DRESSING ROOM 24 X 78 SOLID CORE G PANEL t� MASTER BATH 24 X 78 SOLID CORE G PANEL t: O ENTRY CL05ET (2) 24 X 80 SOLID CORE G PANEL �u OFFICE CLOSET 30 X 78 SOLID CORE G PANEL (,u I: i� PANTRY 28 X 80 SOLID CORE G PANEL iz BASEMENT 24 X 80 SOLID CORE G PANEL is BATH 32 X 80 SOLID CORE G PANEL 0 �a BATH CL05ET 24 X 80 FULL LITE W/TRANSOM G PANEL �s LAUNDRY 32 X 80 SOLID CORE G PANEL �6 LAUNDRY CLOSET 24 X 80 SOLID CORE G PANEL 17 CLOSET (2) 24 X 80 SOLID CORE G PANEL is BASEMENT 72 X 80 SLIDER i9 ATTIC 32 X 80 SOLID CORE G PANEL 2056 y UAt'tAPO 20 BATH 32 X 80 SOLID CORE G PANEL 21 LINEN (2) 24 X 80 SOLID CORE G PANEL ITN Of IbAy 2z GUEST ROOM 32 X 80 SOLID CORE M G-PANEL - 23 GUEST CL05ET 30 X 80 SOLID CORE G PANEL 4 ia NOT USED (I zs GUEST CLOSET 30 X 80 SOLID CORE G PANEL ES design 3 oakland way I mattapoisett, ma OM9 a 4" i { DOOR d SCHEDULE A- 9m2__._ T SET PERMI =1MAR 2015 EAS AS NOTED t O Brien 22 �x r Residence + 44 Trinity Place E Centerville, MA lja �..,....., m-m---- M.. ----- ..._ _. ... 4- t'il.. vt I f oo z IN f i ! � fin• i I i i i 1' 7 1.75 X 9.5 LVL I I AR DOUBLE , e_ ttA ' DOUBLE OPTIONAL 2XG BEARING WALL @I♦A o� 2 X 1-2-FLOOR JOISTS 5� _-W/DOUBLE FL•BOTTOM'PLATE - ._a� - - - Qaa OR I 1 7/8 TRUSS JOI5T 4TH V R C< Esdesign � 3 oakland way Gs mattapoisett ma 02739 r'y '..,?'h"y �.: �4� FIRST FLOOR FLOOR FRAMING ' SCALE: N.T.S. FRAMING ItJ fA"Y PERMIT SET . . 01 FEB 2015 EAS AS NO El i O Brien . yt. Resid ence V 44 Trinity Place Centerville, MA (2) 1 .75 X I 1 7/8" GEORGIA PACIFIC I= VERSALAM LVL OR ? APPROVED EQUAL 9r-6 n SPAN r-0 n n n c ; z 3 3r-03r-0 r. 0- t I N ......,.. .. .• Ln , 'C. _.. f . .,_ ¢ 1" I I i .. ..._.... ... I � F� F 1 I 0000 t ! F ! IU cV I (2) 1 .75 X 9.25 1 00 GEORGIA PACIFIC VERSALAM LVL00 OR APPROVED EQUAL N i - 1 1 - - `V i If E D O EN NC. r n T D W _........... .. ....:.. ............. k : 1 2 S AN Co (2) 1 .75 X 9.25 GEORGIA'PACIFIC VER5ALAM LVL ' OR APPROVED 2 2): I I I A E I' E R I P CI IC ) EQUAL �' I E I ; E L L E M ! : P K11 G y.. @ 16" O.C. 2 8" 2'-8" ......... _..•.... __ ........ ........ 2 X 12 ATTIC FLOOR _.. ...... I,..... i JOIST (TY ) ' r n�2'—T�2'-8"[ S P 2 X 1O FLOOR2- 2—8 � JOISTS @ MUD 2'-8" 2'-8" 6'-0" SPAN — -- - - - - - ROOM. ES design ) 3 oakland way mattapoisett, ma 02739 N 1 �p 9 Z 1 ?:�.n �, 'C� 2ND FLOOR FRAMING ���` �: SECOND FLOOR SCALE: N.T.S. ' F RAM I N G S V ys` ® 2 X 3 PERMIT SET � 01 FEB 2015 EAS AS',NbTED SHADED AREA DENOTES O' Brien 2 x 12 RIDGE OVERLAY RAFTERS 2X 12 RAFTERS @GARAGE Residence (2) 2X 12 RAFTER5 @--- P05T W/CAP DORMER OPENING r...._ a� �...__��_ i___ BASE I_ �f_.__.__. i� I 2 x12cE1uNG 44 Trinity Place (2) 2 X 1 2 VALLEY TO 1 JOIST P 3-0 3-0 3-0 m" ) RIDGE Centerville, MA SPAN ue SPAN SPAN WALL BELOW 5110WN 2X8 RAFTERS @DORMER � I (1) 2 X 12 5HADED (TYP) (2) 2X8 HEADERS @ OPENINGS (2) 3/4 X 12 4 BOLTS If O LA DBL 2 X 12 @ CENTER OF RIDGE N 1 I E A D i MI IN 3 J I T / (2) 2X 12 CEILING JOISTS 1 t AND DOUBLE RAFTERS @ EA ( ) 4 X 2 51DE OF OPENING �' L S 2 X 12 RIDGE M LA EA 51 E yl: (2) 2X 12 RAFTERS @ DORMER OPENING an"! i 5 I 7/ , 1 :;^:'• L (2) 2 x 12 RAFTER 3) I . 5 1 1 /8 V S R L �• ao A_LE T 0 T ID SECo in c .-W- 1 • e 0 I �I H 2.5 5(fYP) I`; ' 1 O - — / U...«n Y Y.e•+--�8-i..-0" 8'-3�. p.•mow— �—8'-3-I-3 p �• 8 1-0� 8 Imo-3 8_ p /-3. p 8-4 6 X G P05T W/BA5E AND CAP(TYP) 25/-6" (3) 2 X 8 P.T. BEAM ROUGH WALL Ar 2 X 8 PORCH RAFTERS RAFTER(TYP) Fisdesign � U 3 oakland way ►i • �g� � � matta poisett, ma 02739 I � r C ROOF FRAMING �� ' � �' � (, � ROOF IN >Ho.zos - SCALE: ran 0 y " 'FRAMING VIA S - 3 PERMIT SET 31 MAR 2001.5�EARS AS NOTED l 0 �v�cl— � ' J c ��— ._ -� " ,4. `\ `., � � � .* 4' �_jt ' � i 1 t i i — e_ . . _ _ .` _.1� '- � .✓' "$ • ``mot -. �C-. � .. ,4; •.1 - F a:r-. _ . a y - 1� oil �v t f . .., ' , -_. +! .. ' .. i� .r � !r - .. .� . ' . � ' . i _ , � - � � v ... .'� .. i. � .. ,. ..'i/, _. _ _ _� , ` ! � t � , �' i . . � �� � is � .. ,i. .. _. ._. _ ._.._. ..: _ .. . ,i i i - �:�- f,, � I y .. _. .....� ...._.�. .. ..... f _� _ .. ._,-_.. .. - ... _. _ ,,.. � � � r .. . f I �' -. ��' .;'S _`1 �� .` � N i_. _ _. ..,.. ,r.. . _.. .__,, __ i i' �a! :� �i i �± • � ;; , . { i ., :'; - �- r� � e - � � ... �t . � � i ' � +i ..� � � - ' _...� ._. i .,.. ..�,. ..._ ..._. ;r ., i_ �,i i^ � �a. J � f 1 1Y . � -s 1 r . ` _ Jv r�� ' f . � ..� '".� .. � .... i yr t• _ r .x � t -�•a r N .� � i CENTERVILL r,F; r° 2A'AT, 24"ehameter concrete covers raised to wrthm 6"of finish grade (or as noted) PLAN REF: 129-135 * 348-49 s s FL!/DLO I=L=to/.q'rrnnJ t`L=1020j• Ec=/02.0(�1 DEED REF: GG85- 175 t 1 5G 10-22 1 0 ASSESSOR'S MAP: 248/OOG ' ZONING: SPLIT RC +t RB = 40-- '-3�t SETBACKS RB: 20'-1O'-10'00.2± 1A00+ SETBACKS RC: 20'- 10'-10'FLOOD ZONE: C GL:OTIXTILfFABRIC PANEL NUMBER: 25001 C 05G4 J Pine Street CentervilleDATED: 7/1 G/14 7U (IN PLACE OF 1/4"-1/2'PFA5TONE) OVERLAY DISTRICTS: RPOD; RESOURCE PROTECTION 9 o-.5 9B.B0 96.57 96.40o N 3/4 /-//2"STONEWP WELLHEAD PROTECTION, SALTWATER ESTUARY PROTECTION ass6af9e--� THIS PROPERTY IS IN A ZONE II OF A PUBLIC WATER SUPPLY LongestiL TWO(2)5HOREYPRECA5T 500 ` Run 3 /9--4 }---- 19' /2' GALLON LEACH CHAMBERS WITH 72+ LI 26-6 4'OF STONE ALL AROUND a 3 ~ w /500 GALLON (H-20 Rated) (END VIEW) LOCO EL=B9.0±(BOTTOM OF 7E5T HOLE) ca = 5f)"FIC TANK a-Dox LEACh F W PROFI LE CHAMDfR5 LOW SITE LOCUS NOT TO SCALE LOT 58 NOT TO SCALE LOT 5A S 81013"30rr E 4101±5.F. �j 0.09 ACRES 103.24, a N 18'MAPLE Two(2)SHOREYPRECA57"500 z LOTS 5a, 5, G �� w GALLON LEACH CHAMBERS WITH Q 4'OF5TONEALLAROMD O Area=2G,8505.F.± 18"oAK LEGEND 4 2 5.0' c� n w Z EXISTING SPOT GRADE 4' 8.5 8.5 4' LOT 5 24x5 PROPOSED SPOT GRADE 10926i-5.F, `� EXISTING CONTOUR 0.25 ACRES ro 15' PINE -24- PROPOSED CONTOUR Stone CO w WATER SERVICE LINE ©) 24"MAPLE E ELECTRIC SERVICE Chambers n� M 1. G GAS UNDERGROSERVICE LDINE UTILITY LiNE5 I? r4 TP 1 r. N Pro 103 000 c - - TOP OF BANK p�.sed Paved �� c LQ Dave LIMIT Of WORK d' -� EDGE OF CLEARING 24"MAPLE P FENCE D-Box W 16"PINE / TEST HOLE LOCATION © / Y SEPTIC TANK o �,� " [A� DISTRIBUTION BOX C $ 20"PINE 22 MAPLE 15" PINE PLAN VIEW 18"PINE �� o � SOI L ABSORPTION SYSTEM Z z� <•`',v, RESERVED FOR FUTURE USE SCALE: 1" = 10' i TIP-2 /do Cu.) UTILITY POLE /0�6 ® CATCH BASIN 18"PINE FIRE HYDRANT DRINKING WATER WELL .�� 'IND f ■ CONCRETE BOUND } / � 1'b&sd rd�of / EXISTING TREES W _ 1 5"OAK � M 000, CB FND 100 PINE BENCHMARK a I G' COO p To Concrete Bound � -a I0"PINE �2 EL=100.5 (Assumed Datum) Catch E- E o b° lO,rnr3 r / Ba51n eo / CONSTRUCTION NOTES SYSTEM DESIGN CALCULATIONS S a iP-3 Q o � _*40� 2 9.2' 0 opofP D8 7�A �.F. ALL WORK.SHALL CONFORM TO THE STATE EtJVIRONIv1ENTAL CODE,TITLE 5 (3 10 CMR 15.000): 5EWAGEDE5IGNFLOWREQUIRED:2 BEDROOMDWELL/NG e l IOGPD/BEDROOM o 4"61Q3 STANDARD REQUIREMENTS FOR THE 51TIHG, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION =220 GPD REQU/RED(M/N/MUM DE5/GN O cn 10'm,n OF ON 51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL RFOUIR600YT7UF5 -330(;PD) a 30,7 24"OAK OF SEPTAGE, AHD THE LOCAL BOARD OF HEALTH REGULATIONS. ! SEWAGE 0E5/GN FLOW PROV/DFD: TWV(2)50C GALLON LEACH CHAMBERS WRY / 2•) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR 41OF57'ONEAU AROUND VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 2}- `2 , LOADING. IF UNDER Atli IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE, Vt =[(25.0x /2.63) +2(25,0 + 12.63)x 21 x.74 V-4 �0/ INSTALLED ON A STABLE =349.3 GPD PROVID 10« ED 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE h f I I n`t MECHANICALLY COMPACTEDBASE ON 51X INCHES OF CRUSHED STONE. 349 GPD PROVIDED>330 GPO REQUIRED �- ~ 10' I o SPRUCE 1 Z.MAPLE 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND THE 5EPT/C TANK CAPACITYRFQUIRED: 3306P9X2W% = 660GPO REQUIRED W f I ry / I I 00 50IL ABSORPTION SYSTEM SHALL BE RAI5ED TO WITHIN 6"OF FINAL GRADE. LEACHING FIELDS, w I I 0 /� 18"PINE / TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT SEPT/C TANK CAPACITYPROVIDEO: /500 GALLON PROVIDED(MINIMUMALLOWPOJ I I w LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE PLACED VERTICALLY TO 0 99 3 ? " wallTHE BOTTOM OF THE 501L ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC MARKING TAPE, A GARQ46E015PO5W 15 NOTPERMITTEO WITH TH15OE51GNFLOW I C 18"MAPLE 4, 4„s' ACCE551BLE TO WITHIN 3"OF FINIAL GRADE. MAPLE•97 � 15"MAPLE 9` 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A ' 96 / CONTINUOUS GRADE OF NOT LE55 THAN 2%FROM THE BUILDING TO THE SEPTIC TANK,AND9�' MINIMUM CONTINUOUS NOT LE55 THAN ITo OTHERWISE. 95 TEST h O LE LOGS 12 OAK r MAP LE �PLE \ / `�`�.. / G.) DISTRIBUTION LINE5 FOR THE 501L AB50KPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 �� 8" PVC(OR EQUIVALENT) LAID AT 0.005 FT/FT, UNLESS OTMEKW15E NOTED. LINES SHALL BE CAPPED AT Te�5t Hole#I (EL=103.4 t) END OR A5 NOTED. I a'OAK n, / 7,) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIR5T TWO(2) FEET BEFORE PITCHING Depth layer Sod CI,r)s Sod Color Comments TO THE 501L ABSORPTION SYSTEM, DISTRIBUTION BOX SHALL BE WATER TESTED TO A55URE EVEN t� 0"-2" A Fine-Ntrdwm loamy Sand 1 OYR 2/2 / DISTRIBUTION. 2" 26" B Medwm Loamy Sand I OYR 5/G / 5.)GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE 5TRUCTURE5 IN 26"85" C I Medium Coarse Sand I OYR 4/6 Perc ({� 48" / LOT 6 85"-120" G2 Medwm Coarse Sand I OYR 5/2 ~��"" 11823±5.F. `3 ORDER TO PROVIDE A WATERTIGHT SEAL. f 0.27 ACRES t` g 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM, Test Hole#2 (EL=102.8-t) ~ e W I ALL SYSTEM COMPONENTS SHALL BE MARKED WITH f S 79o49r�rr E 123 66r W 10.) IH ACCORDANCE ITH 3 10 CMR 1 5.22 , MAGNETIC MARKING TAPE. Depth Layer Sod GL�s Sod Color Comments / LOT 7 / 1 1.) THERE ARE IJO KHOWH WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. A Fine-Medium Loamy Sand I OYR 212 B Medwm Loamy Sand I OYR 5/G 12.) FROM THE DATE OF THE INSTALLATION) OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE 3 1"-1 26" C) Medurm-Coarse 5and I OYR 4/6 CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. f 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLE55 f CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGE5 SHALL BE APPROVED IN WRITING BYTHE Test Hole#3 (EL=101.91) / DF5IGHEP. Depth layer Sod Cla•s Sod Color Comments REVISION 03/24/1 5: Revised to 2 Bedrooms. 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE 0"-9" A Fine-Me Loamy Sand I OYR 2/2 REVISION 03/1 2/15: Revised Address)and Map k Parcel Designation. DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE 9"-39" B Medwm Loamy Sand I OYR 5/G APPROVED PLANS, 48 HOURS ADVANICE NOTICE 15 REQUESTED, 39"-85" C I Medwm Coarse Sand I OYR 4/6 Perc @ 52 SITE PLAN 85"-1 20" C2 Medium Coarse Sand I OYR 5/2 Prepare or: 1 5.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATIO14 OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO SCALE: 1" = 20' COMMENCEMENT OF ANY WORK. THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5AFE, O'Brien ���•�N OF MgSS�i' 35 Trinity Place, Centerville, MA 02G32 ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. Test Hole#4 (EL=99.O:t) I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN Depth Layer Sod CI,r)5 Sod Color Comments o<O LI J� s Propo5ed Site * Sewage DISpo5al 5y5tem THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. a I CERTIFY THAT I AM CURRENTLY APPROVED BY THE � (Cl '1L' v, 40 Trinity Place, Centerville, MA 0"-5" A fine-Me(Jwm Loamy 5and I OYR 212 DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY 5"-24" B Me(,iwm Loamy 5an(A I OYR 5/G 31 O CMR 1 5.0 17 TO CONDUCT 501L EVALUATIONS AND THAT SEPTIC SYSTEM COMPONENTS. 24"--1 20" C I Medwm Coarse 5and I CYR,4/G THE 501L ANALY515 HAS BEEN PERFORMED BY ME CON515TEIIT O PoiC Prepared by: WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE FSS 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED DESCRIBED IN 3 10 CMR 1 5.0 17. 1 FURTHER CERTIFY THAT THE 10NAL FOR STAKING, OR ANY OTHER PURPOSE5. RESULTS OF MY 501L EVALUATION AS INDICATED ON THE / ATTACHED 501L EVALUATION FORM, ARE ACCURATE AND IN 19.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5, SOILS CAN BE VARIABLE DATE OF TESTING: O 1/08/1 5 P#14614 ACCORDANCE WITH 3 10 CMR 15. 100 THROUGH 1 5.107 nr�o AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER SOIL EVALUATOR: LINDA J. PINTO, P,E., OCEANSIDE SEPTIC, INC. INSPECTION NOTE: FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE 501L5 PRIOR TO BOARD OF HEALTH AGENT: DONNA MIORANDi, BARNSTABLE HEALTH DEPARTMENT PROCEEDIrIG WITH INSTALLATION! OF ANY 5EPTIC COMPONENTS. PERCOLATION RATE: LE55 THAN 2 MIN/INCH Itl "C" _A`�R ` PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM 0 20 40 GO 110 GROUNDWATER ENCOUNTERED Linda J. Pinto, Certified Soil Evaluator NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, SCALE 1 "=20' P.O.Box 201, Brewster,MA02631 Phone:(508)896-1513 .one-eanside\O5-7r,mty\OS-Trinity-5D5 Plan.dwg e: / 8/ 11 �•ra". A ;lawn f'°v: 1-1I' i ,,,A:VLA