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0161 ROLLING HITCH ROAD
; 1 IFS , r , _ Town of Barnstable ,� gi ern 3Post This Card So That i#is Visible From;the St're e# Approved Flans Must be,Retamed on Jo'b and this Card Must be Kept 163 Posted Until=Final inspection Has,Been Made Permi 'Where icate,of Oceupancy-is Required,such Bwlding shall Not be Occupied until a Final Inspection has been made ..�,. _ .u.. ... ..F . , . ,. f .. . _. ..x_m. ' �, .� ... n_ ..� . Permit NO. B-20-1813 Applicant Name: CLIFFORD J COLBY Approvals Date Issued: 07/16/2020 Current Use.: Structure Permit Type: Building-Deck Expiration Date: 01/16/2021 Foundation: Location: 161 ROLLING HITCH ROAD,CENTERVILLE Map/Lot 192 102 Zoning District: RC Sheathing: Owner on Record: CANIZARO,fDWARD&PRANCES Contractor Name Clifford Colby Framing: 1 Address: _ 161 ROLLING HITCH RD Contractor License 183137 2 CENTERVILLE, MA 02632 y Est Project;Cost: $ 13,000.00 Chimney: Description: remive rotted pt deck replace with update with new-Pt framing.and_ --Permit-Fee: $ 145.00 composite decking stairs/compostie to replace exi"sting & remove ? ' Insulation: 3 square rotted cedar shakes on sidewall. Install new slider patio Fee Paid $ 145:00 door within existing foot print and.remove/replace y2 existing front Date 7/16/2020 Final: entry doors v �- Plumbing/Gas Project.Review Req: Rough Plumbing: ' Building Official Final Plumbing: This permit shall be deemed abandoned and invalid'unlessthe work authonzed'by this permit is commenced within six months after issua:nce.. Rough Gas: All work authorized by this permit shall co6formto the approved application and the approved construction documents:for wfiich this permit has been granted. g All construction,alterations and changes of use of:any'building and struct ure s shalf a in compliance with the local zonmg'by laws amd codes. This permit shall be displayed ina,location.clearly visible from access stree£or road'and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same: Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of,Five Call Inspections Required for All Construction Work:f', Service.: 1.Foundation or Footing p _ g Rough: 2.Sheathing Inspection t.. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire.Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT aye' Application Number....�.... ..........BARN BLEv /48••,�. .............. • � ��„ ® 1►iASS. Permit Fee.................................Zoning District........................ EO MA'1 . S TotalFee Paid............................................................... ...... m'tl3r�gz- ` o z DO I P TOWN OF BARN ; ��-- .. �41I J.� Permit Approval by............................... On....... f.../............. BUILDING PERMIJUL 13 2020 /j Map............ . . ...........Parcel....... Y............................... APPLICATI%VVH OF BONSTAR Section 1 — Owner's Information and Project Location Project Address A to 6� �f°°�� �-�� 4h-N C Village Cl',—, /YVr zfLfU;�LE Owners Name '` S . Owners Legal Address (0 City QIt'n-e L< State �\AA Zip - Owners Cell # 52fga 77( lee l E-mail �� � Q5 & , A(]L Y c6m Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet [),"Single/Two Family Dwelling Section 3 Type of Permit ` ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use en ' cture ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ®'Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ElRenovation ❑ Pool ❑ Foundation Only Other—Specify 10 Section 4 - Work Description tp-;�v,5 M►r k 7Z awl if V E �..- S utJ 7- vJ v`d J A 9WLEE Ca �`X+Si XS(o Last updated: 1/31/2020 Application Number.................................................... . Section 5—Detail Cost of Proposed Construction ( (;C Square Footage of Project Age of Structure 41 Ew S Dig Safe Number # Of Bedrooms Existing I " Total# Of Bedrooms (proposed) L1 r7i _ 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design rr P! A�'/�f✓t ° Section 6—Project Specifics p ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors 2 ,F ❑ Plumbing r ❑ Gas ❑ Fire Suppression Q V ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facilit :' l P t�1k��'�J `� ��D p y I am using a crane C Yes No Section 7— Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes '❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) J � Setbacks Front Yard Required N' Proposed / ,1 f Rear Yard Required Proposed Side Yard Required Proposed 3 0X -SSG -Ao Has this property had relief from the Zoning Board in the past. ❑ Yes No Last updated: 1/31/2020 .+ s Application Number............................................ Section 9— Construction Supervisor t Name �.�O;Z:I� �J� �S Telephone Number 7 7 `� l �, 7 - _ J' Address ` 64 �(TE �ruwpJily-City "J.. 61 X'14V(State �t Zip 1~J S � T License Number License Type �J Expiration Date Contractors Email .'G I on ATU-` Qn iv� Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and t1le Town of Barnstable.Attach a copy of your license. Signature .� ��- Date 7 Z! Section 10— Home Improvement Contractor Name '. � Telephone Number -7 74 " !,1 L C'1� �� Addressit r`�. 1�5j ``�i"`�"'' `tikj p C�: E y State Zi � Registration Number tion Date � -Z o 1>�,t:1�i 4 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and #; documentation required by 780 CMR ano the Town of Barnstable.Attach a copy of your H.I.C... / r `�L 1 Signature ( Date t Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number i I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation require by 780 CMR and the own of Barnstable. Signature Date jpZ APPLICANT SIGNATURE Signature Date '� 7 (� Print Name hone Number. �P J ���•�(�� C N iZ&gyp E-mail permit to: Tin 1J 10 1 >f��, t 7 p n (Aoe-r—le-4 ? W? Last updated: 1/31/2 20 Section 12 — Department Sign-Offs fi Health Department ❑' Zoning Board (if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ J' Conservation ❑ "' For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I, 1:�<LkNu:'s [min rml,� 6 , as Owner of the subject property hereby authorize n\PJLlam to act on my behalf, in all matters relative to work authorized by this building permit application for: vx4fi Q-(o 3. ' (Address of job) s /3,0a i ature of Owner date 0-RA.Lzf vrZ-� Print Name Last updated: 1/31/2020 't My Registrations Page l of 1 This is an official application of the Commonwealth of Massachusetts 1http://WWW.maSSAOV)Office of Consumer Affairs&Business Reaulation (htto•//www.mass.Qov/ocabr/) ► Home Improvement Contrador Program r /h++. •/h/u((n....///rvnn�.�n r.h+n nn.J r�nn n/hmm� irhn��..nm�ni nnn��. n�/\ . @JiiJi QF (httg://mass.gov) My Registrations • Your company Registrations and/or Applications with their statuses are displayed in the list below. • To manage or view,any Registration, click on the appropriate Task button. To register a new company as a.Home Improvement Contractor,click the Start New Application button. Start New Application (/HIC/Register/Checklist?contractorld=0&applicationld=O) Contractor HIC Registration Effective Expiration Application Application Create Name Number Status Date (Date Type Status Date MARK Registration i 180874 Active 07/07/2020 07/06/2022 Reapplication 07/07/20. BUCKLEY Issued MARK Registration BUCKLEY 1180874 Expired 01/23/2017 01/22/2019 Renewal 02/10/20j Issued MARK Initial Registration BUCKLEY 180874 Expired 01/23/2015 01/22/20171 01/22/20` (Application Issued wa. •S ... c' a' _._._ _ .. > . ©2020 Commonwealth of Massachusetts https://hic.oca.state.ma.us/HIC/Register/RegList 7/8/2020 Tie CommAiveaidt ofM-assadr=etfs N. Dust raffetrt qfrudustrid Acdde7dg O ce a,�'Ir�sxestit;odious 600 Washizigton Street Bastf n,A1A 02HI • --- J' Y4'iVi'tLfflGfS�,�TfIP/Fl�lll ` Workers' Compensaffoulumrmce Affiffitvituilderslcantracturslkle,c �ihers friri�n clPE Applicanthfatrmat on l AA P I t Fleas Print> Iy a = L� ��Name LB vA& V V1 ► ` Ad&esx: �►'v� � l C- eta Imo " V� D 06� Phone 7�q.. ��7�� tW Am employer?Cheekthe appropriat & T of project r L I::a=player wi& 4 am a general confmclur and I 6. E New constiuc�eri}: emlrloyees Cfu11andl`orparttime * havehiredthe sub-coatmcf s 2.0 I am a sole proprietuf orparh2w Tisfed an the attache sheaf t_ ❑Remodeling ship and Dave no anplayees . e'These=11-coah`actors have, 8.,Q DemnliUba working for me in any capacity. ??- yew andhave wo%kers' g. ❑Building addition IN¢wa&ers' comp_insurance comp-incu r aml required-] 5. �] We are a corporation and its 10-,❑Electoral repairs or adcEtityns 3.❑ I arma homeou*ner doing all w ddc officers have e wrcised th6ir 1L❑Flumbiagrepairs or additions. myse E[No workers'camp- right of eMMT5oa per Mo- 1_[:]]Joofrepaus �n mere d. i c.1.52,§1(96andwehweno E l employees_[llb workers' 13_�Qtlrere camp.insurax=required_)' •AnyWMx3t stcharlsbozr1t alsoMovtthesectronb9vw�=dngd5 kva&eWMm2MMtWuPGHgpi�vn�aa. #ffanu_-=nersWIw mb=t dris af8&z inAT—ting thrp HI2 ,8TF G7[¢1C IIn�thealmE autsid�CDIItBC{OLSIlmd submit a LEW 9ffid�6t mdicahno sack_ tCoahacfmsBmtcI�eci�tlgsbaacmastattadiedau.addiliffis1s5,r�ishntcmgtLensm�ofthesa7�caa�c�asmdst�ewhe�hesaraatthnseeatifieslis�e _ _Pluyees.iftlseaaB caatm�o6h�eemPlaSers,Fbermo sspmu�aer3 v warYeg'rump.paTi avml,as I ata an elrrpIa r tfirrtispra�°iriurg ivarkers'conzpertsrdiar[itrsrtrarrca�ar }*crrcPlal°ee�: $etoev is the policy roaddeb srtg in,�arrna67n. . Insurance Companyi�ame_ Policy�or Self-ins.Luc_i—_' �1! ;f,�° � --+ E•cpi tan Date_ ` � Job Site Address Affach a copy of the wort-ern'compmsatioapolicy-declaration page(showing the policy number and expiation date). Failure to secme coverage as required under Section 25A of MGL m M,can lead to tfie impc6iion of criminal penalties c f a fine up#a$l,SQa Oa aniVar one yearimpri Drtmtmd.as well as cif penalties sa ffie form of a STOP WORK ORDE And a Hoe of up to$2%W a clay a,,aiflst fhe vaolatar. He advised that a copy of this statement snag ba forwarded to the Office of Investrgatios of the DIA.for iusumuce coverage vmdficstion- I Ira ttereiry csrfifj°iz u&er tFrepa bu turd patraiti u afget uur fiiatffra irt,faruza6=pror dad abut i� A and correct Date: V Phone ii: Offal use a0. i3a not o-rrrte z�t fltis trre�frr be ctrrrsptetesrl b}�cify arfnn n a, `rcrn� City or Tam= °a.._ Permitf &ease'g Lm ing Aufhoirity(ca cIe one): I Board of dealt$ 2.BuffTmg Depm-finent 3.Cityffotra Clerk 4.Elecfi ical Fnspector 5.P tnbmg Iuspectei 6.Othes- ' Contact Person: Phone#: 6 r-771= g� , luformation. and JwWUMORS Massachusoffs Cleft.cz-A Laws chapttr,152 mpires all=PIop=to provide was'c;nxpeusation frs fhcir=PIoyees_ is define3 as"_.eveayPe�san mfiie 'ce,of another under any cold of3�s Pmsaa�tn ibis sue,an�£ayr� express or i a plie-ci,oral or ". Aa�&yEr yS defined as incfiv PartnesshiP,associ�.an, oration or oilier Iegal e�y,or any two or mom of file fareg�g P�a�11.m a"Dint , of a deceased eIIIPloye�Or the association of Dili egal entity,employing�l°y�- Ifowever the ec reiM or trastee of an i p or the o oftiie- owner'of a dwEffmgh onse not more than-th=aPar[meuts d who resides fiiezein, occupant d eRinghoIIse of another.who. Ioys persons to do mainfeuau. ,cons f act on or repair work on such dwelling house w or OIL the grotmds or bmldmg fheaein shall nDtb a of such emplaymentbe deemedtc be, employer.°' MGL.chaptiz 152,§25g6)also thata every st e or Io liceasing agency sh2nWithhold$ie issuance or renewal of a 1jr-an a or permit to op a bt=ess or to n_ctract b�uZdings ia[the cormnan�sealf3i for any applic=twho has notproduced acre le evidence of 'Mphance'E n the ftLmranra coverageregna'ed"" Addm anaIIy,M TC`L chaPlr�.152,§25G;(7) ¢Neither e�amweahh nor a'ay ofi s poRtical subdivisions shall enter iab any contract for the p pnbIie wm1 acceptable evidence of compliancewith the insurance. requu .=fs of this'chaffer have been pre$ to the ar�iiarzfy:' . Applicants Please:fiII Dirt the Wotkeas'compensation affidavit let4y,by chec dag-ILa boxes that apply to your sitnafion and,if nam s , and onenumber(s).along w&tbex��(s)of necessary,s�spIy sub core r(s) �) )suran partamffiips(LLP)withno eMpInyees other than the Liao ince_ Lunt Liability ComPames(LLG) afl members or paaln=-s,axe not rb�d to carry comliensation insurance If an LLC or LLY does have �pToyecs,a-policy is rimed. Do advisedth Y¢maybe snbm�d to the Depaitment of Industrial Accidents for confumafion of insurance co . Also sure to sigu and date the aitdavit The affidavit should Acz;id nt coecifyorm�vnti�atti�eaPPli foithr- ` orlicenseisbeingregae uotifirDrpemenfof 7z�al Ac;dd�_ Sh6u1dyon ham any '� the law or ifyan are requn ed to obtain a workers' compensation policy,please call the Depart n at the numb listed below- Self-msmurd CMPa3iCS should MI-I-r their self-;,,caranceIiee�se=ber on the BID. City or Town 0fRdals Please be sore$hat the affidavit is cumpl mdprirded Ieg ly. e Departmenthas provided a space at the bottom oftiie affidavitfor youin fll out inthe e the Of oflnv .�has to conbaictyou.regardingthe agph�t Please bo mre to fillinthepen t o iccmc er whichvMBD is as are:&=con=ben Tit addition.sax aPP that must Sabmit multiple p emat IRCense, hcaiions in any given y need only submit one affidavit m&caimg ctna-ent policy jafbimation(if n=-,,W)and "lob She Ad&ese the cant should w�-aII locate is (CY Or town):'A copy of the-affidavit that has em officially stamped or m , by#Le�Y w�f07n m `�be provided fn fire applicant as proof that a valid a$davit' on file for fofare permits or II es A reef!affidavit must be tiIIed oil earn year.'Where a home owner or aid=is obtaining i Hcense or pamitnot 1af$d to any baseness or commErCial ventro (ie_a dog license:or peunit to bum. es etc.)said person is MOT to ca[Uplete this affidavit OfEM o f_UVe;S ig-&&=would tD fIMkyov-m advance foryoIIr co 'on�d sboIIldyonhave=Y gr h�. please do not hesitate to give us a `Ihe Deparimefs address,telephone fftm m=ber: CD.Momcaw WME of M=ach DcpadMMt afladEfddA=deata Of ace of Inve afio--� Rostm.MA 02111 Tf,-L 617-'t om cat4Q6 or 1477 MA&fiA� Fax xoevjs:e:4-24--07 i a AGO r1� DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 07/06120 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). k PRODUCER CONTACT NAME: JIM HINDMAN Schlegel&Schlegel Ins Broker PHONE Schlegel 508-771-8381 FAIC Na: 508-771-0663 34 Main Street A' ss: SCHLEGELINSURANCE@GMAIL.COM West Yarmouth,MA 02673 INSURER(S)AFFORDING COVERAGE ' NAIL 9 INSURER A: ATLANTIC CHARTER INSURED ,INSURER B; .. MARK BUCKLEY INSURER C 17 HILL STREET INSURER o: i HYANNIS,MA 02601 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO.THE INSURED NAMED.ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVD - POLICY NUMBER - MM/DKYFYY MM POLICY -LIMITS' COMMERCIAL GENERAL LIABILITY - . . EACH OCCURRENCE S. CLAIMS-MADE 0 OCCUR PREMISES Ea occurrence < $ MED EXP(Any one.person). $- - - PERSONAL&ADV INJURY. $ GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ POLICY❑JECT LOC , . PRODUCTS•COMPIOPAGG $ OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT, $ Ea accident) _ ANY AUTO - BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident)$ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY IPer accident UMBRELLA LIAR HOCCUR - EACH OCCURRENCE. $ EXCESS LIAR CLAIMS-MADE AGGREGATE S DIED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y IN - - - .STER ATUTE ERH " ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT S 100,000 A OFFICER/MEMBER EXCLUDED? T NIA WCV01468700 11/01/19 11/01120 (Mandatory In NH):' ._ E.L.DISEASE-EA EMPLOYEE $. 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101;Additional Remarks Schedule,may be attached if more space is required) " MARK BUCKLEY HASD ELECTED NOT TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY, { - e CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL.BE DELIVERED IN PRANCES CANIZARO a ACCORDANCE WITH THE POLICY PROVISIONS.' 161 ROLLING HILL ROAD 'CENTERVILLE.MA 02632 - AUTHORIZED REPRESENTATIVE MCBUCK101@GMAIL.COM, BOOMBOOMB@AOL.COM ©1988-2015 ACOr C 0ORATtow All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD a : :; •�.:-r- Anatr$A Bus4ness Requiatior, NOAt r lUA FRC)YEAAENT CONTRACTOR TYPE: .-gjY,x nwt-attA a ssacnusttts `', Isan of® R ttu Butidrno �ins and Standards 'R�•a�A i�t Jt,C oxp,tes ''20 S-105625 OLIFFORD J OLBY P.O. BOX 1742 ' NORTH EAST1" •4 CHARLES D.BAKER GOVERNOR s Massachusetts/► EDWARD A.PALLESCHI Commonwealth o1 IYI,assachusett5 UNDERSEIRSANDBETARY BUSINESS AFFAIRS AND BUSINESS KARYN E.POLITO REGULATION LIEUTENANT GOVERNOR Division of Professional Licensure MIKE KENNEALY Office of Public Safety and Inspections MMSSIIOONEDR,DDIVMONOF SECRETARY ECO OMICDEVEL DEVELOPMENT 1000 Washington Street, Suite 71O PROFESSIONAL LICENSURE Boston, Massachusetts 02118 Memo To: Building Inspectors From: Dan Walsh,Assistant Chief of Inspections Building-Engineering Office of Public Safety and Inspections Date: April 30,2020 Re: Guidance About the Executive Order Extending Licenses and BBRS Action Suspending In-Person.Ed. The Office of Public Safety and Inspections(OPSI)has received many inquiries from license holders seeking information about possible modifications to the continuing education and renewal requirements for Construction Supervisor Licenses (CSL)because of the COVID-19 state of emergency. Two significant actions relating to this question have occurred. The first involves Governor Baker's March 18, 2020 Executive Order (the Order) extending the registrations of individual licensed professionals up to 90 days after the state of emergency ends.The second is the Board of Building Regulations.and Standards(BBRS),waived the in-person classroom training requirement for construction supervisor license(CSL)renewal applications,during the state of emergency and up to 90 days following the end of the state of emergency.Additionally,the BBRS will also accept live webinars to serve in place of the in-person training requirement during the state of emergency. and for 90 days after the state of emergency ends. Order Extending Licensed Professionals. The Order applies to licenses, certificates,or registrations, in good standing as of the date of the Order that expire during the state of emergency. This action effectively keeps these licenses current until 90 days after the end of the state of emergency.Licensees will be able to utilize the 90-day window to complete their license requirements. A licensee in good standing at the time of the declaration of the state of emergency(March 10,2020),can continue to practice for 90 days after the state of emergency ends. Board of Building Regulations and Standards Actions. The BBRS,because of the public health emergency, suspended the in-person education requirement for all CSL renewal applications submitted to DPL during the state of emergency and up to 90 days following the declared end of the state of emergency.This action allows all 10 or 12 hours of required education to be completed through previously approved online courses.The BBRS also decided to accept approved courses delivered by way of a webinar during this period.The in-person ` class requirement suspension will stop 90 days after the state of emergency ends, at which time the in-person requirement will be reinstated.The series of questions below should help licensees understand how the Order and the BBRS actions will apply to different h situations. i TELEPHONE: (617)727-3074 FAX: (617)727-2197 TTY/TDD: (617)727-2099 http:/twww.mass.gov/dpi Question 1.How does the Order apply to a CSL who cannot acquire the required in person continuing education hours prescribed in 780 CMR Section 110.R5.4.3 for reasons related to the state of emergency? - Answer: A CSL holder,in good standing as of March 10,2020,can continue to practice for the period of time encompassing the state of emergency and 90 days post termination of the state of emergency, or until the Order is rescinded,whichever happens first. The Order does not apply to licenses that expired rp for to March 10,2020;licenses that expire after the state of emergency ends; or to licenses that have been suspended or revoked. Question 2. Does the Order waive the in person, classroom training required in the state building code, 780 CMR IIO.R5.4.3? Answer:-- The Order does not waive any educational requirements. However, the BBRS suspended the in-person class requirement for all CSL renewal applications submitted to DPL during the state of emergency and up to 90 days following the end of the state of emergency. Question 3. If my CSL expires right after the emergency ends, can I complete the continuing education requirements on- line to renew my license. Answer: Yes. The BBRS did suspend the in-person class requirement for all CSL renewal applications submitted to DPL during the state of emergency and up to 90 days following the declared end of the state of emergency,allowing-all 10'or 12 hours to be completed through approved online classes. Question 4.If my CSL expires right after the emergency ends, can I continue to use my license to acquire building permits for the 90 days following the declared end of the state of emergency while I complete the continuing education requirements to renew my license. Answer: No. The Order and the actions of the BBRS only extend to those CLS licenses that expire during the state of emergency. If your CLS license expires AFTER the state of emergency ends,you will not be allowed to use your license to acquire building permits. The BBRS suspended the in-person classroom requirement for 90 days after the end of the state of emergency, allowing for all 10 or 12 hours to be completed through previously approved online classes for those renewing during this period. ' Question 5.Does the waiver of in person classroom continuing education classes apply to every CSL? Answer: No.CSL's renewing more than 90 days after the state of emergency,ends must follow the usual rules for obtaining continuing education,including meeting the live classroom requirement. . 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SMI 2 1ST FLR WALLS W/FRMIG.PLAN I A.03 Property Line za �.,� '•]6 3 1 S� 2 •NO N Deck' ~Pro ert Line Driveway Property Line I \,Pr.L.,ty Line 161 Rolling Hitch Centerville, MA 0 Scale: 1"=20' F'<. z f Parcel: 192101 c _ t-Location f . ... .. , Parcel: 192101 Address: 173 ROLLING HITCH ROAD Village: CE Acreage: 0.34 Full Property Info S- penerate Abtter U' roperty Photo , 31 FY-�NW-4 F7 !Y s J Select License Select the license to renew from the list below.If multiple licenses are listed,only one renewal application can be processed at a time. Renewable Licenses Profession: Building Licenses License Number: CS-105628 License Status: Active Issued: 6/28/2011 Expiration Date: 4/24/2020 Renewed To: Doing Business As: AlAInA"M AIT.0 1. WU 'AT - 7 0 NEW DECK AT: 161 ROLLING HITCH ROAD .� .A. I fA C ENTERVILL EM w vroemuumam Iw men.. ® a.uwnaa,en 9^�,3� i +Yx, �� *S! rig 0- _ , ...-_sue=■�-�—`4 r ��' ®�� �� .. cr,orx�ay.m.mw FA8�'ro" I�..,.a N,..ro,Nam...�N.e.emo�w,1,g..oq.a.,...w„roNa�N•.�,.�.oa�.v,«N, i° q � lll�� '� '•C�I� � `�``�` 2 9 w ml.waurxo,.r, .+av,.. ,e ew wra - ,m.wl, >� .�,.,nr...+oe°,o.m � �,..e„�. ,ro,o,.�eo�.,n..e .a«.m.....«ew.,..m.am rml.w.. � m" y.,y,. a ��• ..,. .>oa,.e.°,wn�ao�N(.. n.m x.,er,w .�.. ,,e,ro.e •.b�.....a.,.,e °,�,Y. ' .S'.r...,, _ 10, a' o__ � w ' .oO Uti .ro,..ro.aaew�w ,p•,n. ,ron.n e»el °e .«..M.,, � neuw.,«w v,Nc L ;o:ems w�aro o rom w SHEET INDEX BaALL PROJECT 9HEETINM, n � n� A.O, TITLESHEET/GENERAL WFO F A.03 GENERAL NOTE58 SPECIFICATIONS CONT `gyp w n m w A.03 FLOOR PLAN 2 Q � •. DlUeel: >oe uueroiuR.0 m�irmsmilwnµ° n r m ew(Yxnur,on a'°.t suaxu.arta - . �� - e, eulvrscwow w°m.«S tlxs iu°ea ueu >Yxo.u,'iuu ' w await.cse. 1 - • A.0 ABBREVIATIONS&SYMBOLS CONSTRUCTION NOTES: SITE PLAN NOTES: 1.THE DATA ON THIS SET OF 5.WINDOW SIZES INDICATEO ON THE I.BEFORE ANY CONSTRUCTION.SITE 4.THE GENERAL SHALL LOCATE All SYMBOLS ABBREVIATIONS CONSTRUCTION DOCUMENTS IS PLAN ARE NOTED BY GENERIC SASH PLAN MUST BE CHECKED AGAINST UTILITY SERVICES I.E.WATER L Asgle JAN. JaMlor SHOWN TO RELATE BASIC DESIGNS SIZES THE GENERAL CONTRACTOR CURRENT RECORD PLATE.SITE PLANS SERVICES,GAS.ELECTRIC, INTENT AND FRAMING DETAILS,THE SHOULD NOTIFY THE DESIGNER IF A SHOULD NEVER BE ASSUMED TELEPHONE.CABLE TV AND CL, ContMlnp JAN.CLO.Jo—Ciowt GENERAL CONTRACTOR IS SPECIFIED SIZE IS NOT AVAILABLE. CORRECT. CO ORDINATE THE EXTENTIONS TO THE 0. Wemgarpr Round n. Joi. RESPONSIBLE FOR PROVIDING A HOUSE WITH TER APPROPRIATE PWho.—maer KIT. No— STRUCTURALLY SOUND AND WEATHER 6.REFER TO FLOOR PLANS AND p.IF THE HOUSE AND OR OUT BUILDING I TALLER.ALL CONNECTIONS. (EI. Eo,tk'G LAB, L.—, I PROOF FINISHED PRODUCT.THE EXTERIOR ELEVATIONS FOR WINDOW IS WITHIN T-0.OF ANY SET BACKS OR METERS,CLEAN OUTS ETC,SHALL BE ACT, Awustica CM,19 Tile LAM. Laminae I GENERAL CONTRACTOR SHALL NOTIFY TYPES. BUILDING FOOT PRINT OCCUPIES LOCATED AWAY FROM ANY ACST. AwusOc LAY. Levolory �.- A THE DESIGNER OF ANY ISSUES AND MORE THAN 113 OF THE LOT SIZE THEN PROMINENT VIEW. A➢. Awe Dwln LKR. Lotl<x SPECIFIC ITEMS WHICH ARE T,THE GENERAL CONTRACTOR SHALL THE GENERAL CONTRACTORSHALL qpJ. A4ust-a LT. L" PRECEIVED AS POTENTIAL ENSURE THAT PREFAB FIREPLACE HAVE A LICENSED SURVEYOR STAKE 5.THE GENERAL CONTRACTOR SHALL pGGR. Appregau IT.pA. MbM1l Oepe DISCREPANCIES PRIOR TO START OF CONSTRUCTION SHALL MEET OR OUT AND OR VERIFY THE HOUSE COORDINATE FINISH TOPOGRAPHIC COLUMN LINE ALUM. Alom I MAX, atlmum CONSTRUCTION_ EXCEED ALL APPLICABLE CODES. LOCATION TO ENSURE THAT THE GRAOING AND PAVING WALKS, APPRO%. APprorimge MC. Medlane Ce0lnpl HOUSE DOES NOT ENCROACH ON ANY DRIVEWAYS,PATIOS.ETC,AS ARCH. Appwi wl MC. Mod—C p. THE STRUCTURAL DATA SHOWN ON 8.THE GENERAL CONTRACTOR SHALL SETBACKS OR EASMENTS.UNLESS REQUIRED FOR POSITIVE DRAINAGE ARC. Asaesros MEMB- Mo...e Y THE PLANS IS FOR REFERENCE ONLY. COORDINATE GAS ANDIOR ELECTRIC THE ENCROACHMENT IS ALLOWED BY AWAY FROM THE HOUSE- w. THE GENERAL CONTRACTOR SHALL SERVIC E REQUIRMENTS WITH THE ZONING AND BUILDING CODES.THE ASPH, Aspnal MTL. Motel HAVE A LICENSED STRUCTURAL OWNER. GENERAL CONTRACTOR SHALL 8,THE GENERAL CONTRACT OR SHALL AT. wvsBwl Tile MFR. MerMleduwr ENGINEER REVIEW ALL STRUCTURAL COMMUNICATE TO THE OWNER AND COORDINATE ALL LANDSCAPING WITH (1 DOOR TYPE AT DopN MH. MCMa1 s ELEMENT$SUCH AS JOIST SIZE AND 8.THE GENERAL CONTRACTOR SHALL DESIGNER ANY ENCROACHMENT THE OWNER AND DETERMINE `11�1� DENTIFIER BRUM. Bilumi— MIN. MlMmum SPACING,BEAM AND HEADER SIZES, COORDINATE THE LOCATION OF THE ` ISSUES THAT MEY NEED TO BE WHETHER THE LANDSCAPING - BLDO. Buldnp MIRR. Mirmr BEAM CONNECTIONS.ETC. v UTILITY METERS WITH LOCAL UTILITY RESOLVED. PACKAGE SHALL BE PROVIDED BY THE BLH. Bl- MISC. Mie—do., PROVIDER,TO BE LOCATED AWAY GENERAL CONTRACTOR OR BY ne WINDOW TYPE BIRCMnp Mae 3.THE GENERAL CONTRACTOR IS FROM THE PROMINENT VIEW. 3.THE GENERAL CONTRACTOR SHALL OTHERS. IDENTIFIER BLH.. MO. Dory Opeanp VERIFY THE EXISTING TOPOGRAPHIC BY. Boom MR. Moatuw ReslbNnt 7y4 1 RESPONSIBLE FOR ENSURING THAT - F F ALL WORK AND CONSTRUCTION 10.THE GENERAL CONTRACTOR SHALL GRADE LEVELS,LOSATIONS OR TREES T.TYPICAL CONTROL JOISTS AND OR 8.0. Ba1om T0. Meunle0 S MEETS OR EXCEEDS ALL APPLICABLE CONSULT AND COORDINATE WITH THE AND THE PROPOSED HOUSE KEYWAYS IN SLABS ON GRADE SHALL WALLTAO BR. Bedrwm MULL. Nion S CODES AS PER THE LOCAL OWNER AND PLANS FOR ALL BUILT IN . LOCATION.THE GENERAL BE SPACED 10'TO 15'WITH A MIN.1' CAB. Capinet NorM JURISDICTION. REQUIREMENTS INCLUDING SHELVING, CONTRACTOR SHALL COMMUNICATE DEEP, CB. Cacti Bean NIC. otIn CoMwq CLOSETS.PANTRY,ETC. TO THE OWNER AND DESIGNER ANY TITLE MARK CBB. C-ohol,ous Beamrepaw NO. Number 9q{ a,THE GENERAL CONTRACTOR IS - RECOMMENDED CHANGES BEFORE 8.ENGINEER TO SIZE AND LOCATE GEM. Cement NOM Noma m 2 t RESPONSIBLE FOR ENSURING THAT R.THE GENERAL CONTRACTOR AND TEN START OF ANY WORK. APPLICABLE SEPTIC TANK. IVJ ^^ Cp. Camx GueN NTS. Not TO Sege Sp lS ALL WORK AND CONSTRUCTION FRAMMER SHALL CORDINATE WITH C. Cast Iwo OA, Ovgae L EETS OR EXCEEDS ALL SEISMIC H N.C.CONTRACTOR TO VERIFY AND a.. Gallop OBS. 08wvro CODES AS PER THE LOCAL COMMIT TO ANT ASTER H.V.A.C.PLAN Mt'L�BAR SCALE 0 ConHdine OC. On Co.., J _ JURISDICTION. TO ENSURE IN.DISRUPTION TO THE CLKG♦. "'¢ 2 1 STRUCTURE. _ . Cegknp OD. OublOe Diameter OLD, Cbae1 OD. 0....Dlmenaon F CETA1l KEY CLR" Cbar OFF. Ofe � .�..�.. CM U. Ctmgete Bbrh OPNG. Op— y( SECTION CO. Cased ODBninp OPP. 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Treed FOC Feca of Candela T6. wFOF. Flee 0lFIMSM1 TEL. aeDIMENSION FOS. Face of Studs TER. Telretxo �FP. Foo—I TBG. Torpve and Orowe NS FR. Fwme IN TM1igness N FR. flw Rated TMPD. TBrrlPowd e - NDCATOROW FS. Fu1511 TOP. TOP OI P11 WDICATOR FT. Fw[or Feq TOP, TOD.1Pw1 FTG. Footlnp F TOW. TOD OI Vr411 FURO. uminp TPD. Toilq Pepw Diwenser PUT. Fsluw TV. Telwlsbn O. Ground TYP. Typical pA. Oepe UNPIN. U-ishod ..V. Gavenixed VON, Unloss Otlq h.NObd Q. Owe Ber UR. URewl Dae: TIT/. -I. G.I. V. -11 OR. Grade Vs. -YlBew DNB, G)paum Wall Boertl VEP. Vawws Enamel Pelq DIIMR: BY.. Gypsum VERT. .—I bb: HB. Hose SiaE VEST. Vea— HC. Haloes Cow West SIIooI ' MDW. Hadwew Wlm HDWO. R--od WC. Wot,Cl— HMI0wM.Nh VrD. Wood a HORIZ. HMxantel VAC. WIrW Glass A.O. • 1 HR. Nwlr W!O WRVNu1 NIT, ap, WP. Vhtapwol s ID, Inade —tor W5CT. -1— INSUL. T.Rhon Wr. Weipnt � ' ►.� Town of Barnstable-_ Building .nnx9rwer e ; Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been.Made.,. TM e Ma+° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. PeJ1 � Permit No. B-20-933 Applicant Name: Peter Watts Approvals Date Issued: 04/10/2020 Current Use: _ Structure . Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 10/10/2020 Foundation: Residential Map/Lot: 192-102 Zoning District: RC Sheathing: Location: 161 ROLLING HITCH ROAD,CENTERVILLE Contractor Name`r.PETER W WATTS Framing: 1 Owner on Record: CANIZARO,EDWARD&FRANCES Contractor License: C&-0 6599 2 Address: 161 ROLLING HITCH RD Est. Project Cost: $30,000.00 Chimney: I F CENTERVILLE, MA 02632 Permit Fee: $203.00 Description: Frame new laundry closet on first floor. Move an interior wall to Insulation: enlarge kitchen, Temp brace wall, install engFneered beam to be Fee Paid) $ 203.00 Final: supported by posts to foundation/footing. Frame new wall. Finish D Date: 4/10/2020 ceilings and walls with sheetrock. finish floors,trim&paint I � — Plumbing/Gas Project Review Req: Specs on beam required on frame inspection Rough Plumbing: \Building Official i Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withirrsix months afterrissuance. All work authorized by this permit shall conform to the approved application and the approvedconstruction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st pctures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for_public inspection for the entire duration of the Final Gas: work until the completion of the same. I L- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing V 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Person7_r� with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site � All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: v OL a nvr 'PrDVY-u? � R ( p R LX. o` �I� - V ,� 1,% j°• 'r`' 3 " 1 i Z y' L6•L s gp�p , 0 - 3a 8U' (----- 1 f� r PU 401! DU I 11 0 CL � P� LA- STRUCTURAL DESIGN CRITERIA 1.0 DESIGN CRITERIA: SEAM THE FOLLOWING OUTLINES MINIMUM PERFORMANCE STANDARDS FOR THE PROJECT AND THE I 2 fd MIN' n BASIS UPON WHICH SHOP DRAWINGS(IF ANY)WILL BE REVIEWED. { (� 1.1 TYPICAL ALTERNATE STANDARDS(FOR REQUIREMENTS NOT OTHERWISE INDICATED IN THIS APPROVED t D`�V� SPECIFICATION OR RELATED DRAWINGS): APPLICABLE BUILDING CODE(INCLUDING INDUSTRY BEAM POST CAP STANDARDS REFERENCED THERE-IN)OR PRODUCT MANUFACTURER'S RECOMMENDED STANDARD,WHICHEVER IS THE MORE STRINGENT FOR A PARTICULAR ITEM OR CONDITION. 2O2 1.2 FEMA 543 DEFINITIONS,WIND BORNE DEBRIS REGIONS WITHIN 1 MILE OF COASTAL MEAN HIGH WATER LINE.LOCATION WITHIN 1 MILE OF COASTAL MEAN HIGH WATER LINE. f2}1/2'DIAFAhTER ROUGH-BOLTS 2.0 DEAD LOADS: WITH WASHERS I SCAuNNED wN�F BPRNSjAg� - 2.1 STRUCTURAL SHEATHING: O 8 IO 2.1.1 FLOORS: 3/4"MIN.THICK,T&G,COX PLY. 2.1.2 EXTERIOR WALLS: 1/2"MIN.EXTERIOR PLYWOOD 2.1.3 ROOFS: 6/8"MIN.EXTERIOR PLYWOOD DECK- [SEC({-- C 2.2 FINISHES:(THE FOLLOWING REPRESENTS STRUCTURAL DESIGN CRITERIA,NOT FINISH POST NOTCH POST SPECIFICATIONS) POST • 2.2.1 FLOOR FINISHES AT ENTRIES,BATHROOMS AND KITCHEN AREAS: ASSUME THIN-SET1511z_MIN CERAMIC TILE OVER 1/2"CEMENT FIBER BOARD UNDERLAYMENT. EXISTING 2.2.2 FLOOR FINISHES AT OTHER HABITABLE AREAS: ASSUME 3/4"HARDWOOD FLOORS. 1cligHOUSE 2.2.3 WALL FINISHES: ASSUME CERAMIC TILE WITH 1/2"CEMENT FIBER BOARD BACKER AT TUB Q � T � NO WORK U.N.O AND SHOWERS;1/2"BLUEBOARD AND PLASTER ALL OTHER LOCATIONS. DECK BEAM TO DECK POST EXISTINGBULKHEAD 2.2.4 CEILING FINISHES: ASSUME 1/2"BLUEBOARD AND PLASTER 2.2.5 ROOF FINISHES: ASSUME HEAVY DUTY,ARCHITECTURAL GRADE ASPHALT SHINGLES, 2.3 MAXIMUM DEAD LOAD OF 10 P.S.F. C3 U p w F- = F (j LN � z 3.0INOT USED) z STAGGER FASTENERS v F m a 4.0 ALLOWABLE DEFLECTION: ' IN 2 RO�'IS U.N.O U w Z Z U 4.1 FLOOR/CEILING ASSEMBLIES(INCLUDING SUPPORTING BEAMS)-(NOTE: WINDOWS AND U Z DOORS-ASSUME NAILING TABS AT JAMBS AND HEADS,WITH MANUF.RECOMMENDED HEAD o ¢ w Jo CLEARANCES OF APPROXIMATELY 1/2") 1 5.5"MIN.FOR 2 X B" "DISTANC5 SHALL RE PERMITTED TO ¢ w 0 4.1.1 LIVE LOAD DEFLECTION: L/480 UP TO 1/2"MAX. 5"P,4AX 4 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4 5"IF LAG SCREWS yZ Z Or a- w Of 4.1.2 TOTAL LOAD DEFLECTION: U240 UP TO 3/4"MAX. T 19 7,5"MIN.FOR Z X 12 ARE USED OR BOLT SPACING IS w O0 U j ¢v a. REDUCED TO THAT OF LAG SCIIEWS > w I- w 4.0 ALLOWABLE DEFLECTION: J - 0 w TO ATTACH 2 X 8 LEDGERS TO 2 X$ W w p ¢ z w 4.1 FLOOR/CEILING ASSEMBLIES(INCLUDING SUPPORTING BEAMS)-(NOTE: WINDOWS AND 2"MIN. BAND JOISTS. a O W DOORS-ASSUME NAILING TABS AT JAMBS AND HEADS,WITH MANUF.RECOMMENDED HEAD LEDGER LAG SCEIEW OR BOLT 314'MIN. N m z w Z < w CLEARANCES OF APPROXIMATELY 1/2") w 0 Z O 'O Uj 4.1.1 LIVE LOAD DEFLECTION: U480 UP TO 1/2"MAX. WD 5TEP5A5 REQUIRED 4.1.2 TOTAL LOAD DEFLECTION: U240 UP TO 3/4"MAX. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS NOT TOEXCEED73/4"RISE ¢ z U 0 H Q ? AND MIN.9 1/2"RUN J O -I w ¢ tq 5.0 MATERIALS: NEW } W O U5 w 5.1 FRAMING DIMENSION LUMBER EXTERIOR o w ow- w Z U w LOAD BEARING DIMENSION LUMBER FOR JOISTS,STUDS,PLATES,RAFTERS,HEADERS,BEAMS AND GIRDERS ETC.SHALL CONFORM TO 2015 IRC,AND TO OTHER APPLICABLE STANDARDS OR DECK ¢ F- a in U Z o W GRADING RULES AND SHALL BE SO IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF 0 W m �OU W U INSPECTION ISSUED BY AN APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL z o CO C w PROVIDE ADEQUATE INFORMATION TO DETERMINE Fb,THE ALLOWABLE STRESS IN BENDING, EXTERIOR SHE ¢o � ¢o J Of AND E,THE MODULUS OF ELASTICITY, CI z U w U w o- 6.1.1 ALLOWABLE JOIST SPANS: THE CLEAR SPAN OF FLOOR JOISTS SHALL NOT EXCEED THE EXISTING STUD l+'JALL--� g 0 L= VALUES SET FORTH IN TABLES 2015 IRC R502.3.1(1)&R502.3.1(2). w o O z 0_IL = z - zOl_w w0 RAILINGA51ZEQUIFED F- ¢ `1 U O U) > H 5.1.2 ALLOWABLE SPANS: THE UNSUPPORTED SPANS FOR CEILING JOISTS SHALL NOT EXCEED 18' A 12, IFTOP OF PECKING15 THE VALUES SET FORTH IN TABLES 209IRC R804.3.1(1),R804.3.1(2)R804.3.1(3),R804.3.1(4), EXISTING 2X SAND JOIST MORE THAN 36"ABOVE R804.3.1(5),R804.3.1(6),R804.3.1(7),R804.3.1(8). THE UNSUPPORTED SPANS FOR RAFTERS SHALL OR ENGINEERED RIM BOARD 30, FIN.GRADE NOT EXCEED THE VALUES SET FORTH IN TABLES 2016IRC R802.3.1(1),R802.3.1(2)R802.3.1(3), WD5TEP5A5 REQUIRED R802.3.1(4),R802.3.1(5),R802.3.1(6),R802.3.1(7),R802.3.1(8). r NOTTO EXCEED 73/4"RISE I AND MIN.9 1/2"RUN 5.1.3 PLYWOOD SHEATHING: AND WOOD STRUCTURAL PANELS USED FOR STRUCTURAL 2-MIN' —DECK JOIST PURPOSES SHALL CONFORM TO 2016 IRC TABLE R602.3(3).ALL PANELS SHALL BE IDENTIFIED BY ( L�r"'� DECK CGCK PLAN L_/1/� N A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. 'A'MIN 1 w r 5"MAX, LAG SCREWS OR BOLTS I scALE:1/4" = V-0" 5.1.3a WHERE USED AS SUBFLOORING OR COMBINATION SUBFLOOR UNDERLAYMENT,WOOD 2` 171 STRUCTURAL PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN 2016IRC TABLE R503.2.1 MIN (1). WHEN SANDED PLYWOOD IS USED AS A COMBINATION SUBFLOOR UNDERLAYMENT,THE GRADE SHALL BE AS SPECIFIED IN 2015 IRC TABLE R503.2.1(2). o a a FLOOD FRAMING 0 Q <> Q 5.2 ENGINEERED WOOD oo bb 'v p JOIST HANGER ALL BEAMS,HEADERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS,OR COMPOSITE W (BUILT-UP)LVL BEAMS,SHALE.BE AS MANUFACTURED BY TRUS JOIST MACMILLAN OR EXISTING---�— G, � b�'�n GENERAL REQUIREMENTS: APPROVED EQUAL. ALL SPANS,LOAD CAPACITIES,BEARING CONDITIONS AND FASTENING FOUNDATION WALL SCHEDULES SHALL BE AS REQUIRED BY THE MANUFACTURER. 1 ALL DIMENSIONS ARE TO FACE OF STUD UNLESS INDICATED OTHERWISE. LLI 6.0INSTALLATION STANDARDS PLACE►�fENT OF LAG SCREWS AND BOLTS IN BAND JOISTS Z v 0d PROVIDE CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS,FLOORS,STUDS AND ROOF FRAMING. EXISTING 2 ALL EXTERIOR WALL FRAMING SHALL BE 2x6 UJ 6.1 FRAMING SYSTEM: WESTERN PLATFORM HOUSE 6.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING NO WORK U.N.O CONSTRUCTION AND ALL INTERIOR WALL FRAMING d V (,) N 6.2.1 WITHIN 2 X 4 WALL FRAMING: 4 X 4 MIN SHALL BE 2x4 CONSTRUCTION UNLESS OTHERWISE O y. T QQC O 6.2.2 WITHIN 2 X 6 WALL FRAMING: 4 X 6,OR 6 X 6(REFER TO PLANS) M�mP.T.2x8 LEDGER NOTED. OC 0 = G 6.2.3 ALL WOOD POSTS SHALL BE CONNECTED TO THE WOOD FRAMING AT TOP WITH METAL �y POST CAP A.C.OR A.C.E.BY SIMPSON. 6.3 COLUMNS(BASEMENT OR EXTERIOR LOCATIONS):31/2"LALLY COLUMNS 3 ALL WORK SHALL COMPLY WITH INTERNATIONAL U _ 6.3.1 BASE PLATES: SPRINGFIELD BEARING PLATES WELDED TO COLUMN. EXISTING ~ 1. RESIDENTIAL CODE 2015 AND 780 CMR = 6.3.2 CAPS(CONNECTING COLUMNS TO WOOD FRAMING): SPRINGFIELD BEARING PLATES OR GARAGE L SIMPSON"CC"TYPE COLUMN CAPS NO WORK U.N.O l MASSACHUSETTS STATE BUILDING CODE Z Q L MASSACHUSETTS AMENDMENTS TO THE III JOIST HANGERS AT ALL J 6.4ANCHORS,CONNECTORS AND HANGERS LEDGER LOCATIONS-TYP 9314 6' 5 6" 3 " INTERNATIONAL BUILDING CODE 2015(ONE AND TWO _J n 6.4.1 SIZE,CONFIGURATION,LOCATION AND QUANTITIES TO MEET WIND,EARTHQUAKE AND O GRAVITY LOADS. 2gF FAMILY DWELLINGS)AND ALL LOCAL CODES, r 6.4.2 JOIST HANGERS: TOP FLANGE TYPE(UNLESS NOT FEASIBLE)SHALL BE USED AT ALL Lr P.T.2x8 LEDGER REGULATIONS AND BY-LAWS. (2)P.T.2x8 BEAM (0 / / r CONNECTIONS AS REQUIRED. HANGERS SHALL BE 1S GA.MIN.WITH ALL HOLES FILLED WITH r V V REQUIRED FASTENERS. 6.5 WALL FRAMING ALL EXTERIOR WALLS SHALL BE 2x4 OR 2x6(AS INDICATED ON PLANS) 4 ALL WORKMANSHIP AND BUILDING MATERIALS 6.5.1 EXTERIOR WALL SHEATHING SHALL BE FASTENED WITH SEE SCHEDULE&DETAILS N SHALL MEET OR EXCEED RECOGNIZED INDUSTRY IF THE ABOVE DIMENSION Does ( ) NOT MEASURE ONE INCH (1E INTERIOR SUPPORTS, UNLESS OTHERWISE NOTED ON PLANS(U.O.N.) STANDARDS FOR EACH APPLICABLE TRADE. eEENTLENLARGEOAWORG REDUCED 6.5.2 2x4 INTERIOR STUD BEARING WALLS SHALL BE 2 X 4 STUDS AT 16"O.C.WITH BLOCKING AT AFFECTING ALL LABELED SCALES. MID HEIGHT FOR WALLS OVER 9 FEET HIGH,AND METAL X-BRACING(SIMPSON STRONG TIE TYPE 5 REFER TO OTHER DRAWINGS AS PART OF THIS WB)U.O.N. E DOUBLE UP @ENDS SET FOR MORE DETAILED REQUIREMENTS BY REVISIONS DATE 6.6 FLOOR AND CEILING FRAMING(UNLESS NOTED OTHERWISE ON ATTACHED DRAWINGS): DOUBLE UP @ ENDS X E 10 DIMENSION LUMBER. E I( REGARDING BUILDING MATERIALS,FOUNDATIONS 6.6.1 PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND ATALL ROUGH P.T.2X8'S @ AND STRUCTURAL DESIGN CRITERIA. OPENINGS. 12"O.C. 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS RUNNING DECK JOISTS P.T.6X6 POST W/ 6 SMOKE DETECTORS,HEAT DETECTORS AND PERPENDICULAR TO WALL AND BETWEEN JOISTS TO EITHER SIDE OF PARTITIONS RUNNING GAL.POSTS S 1 PARALLEL TO FRAMING. TUBE BASE EMBED.IN NO CARBON MONOXIDE DETECTORS HAVE BEEN 6.6.3 PROVIDE SOLID BRIDGING AT 8 FT MAX.O.C. CONC. Wk _ SHOWN ON THE PLANS TO COMPLY WITH THE 6.6.4 PLYWOOD SUBFLOOR SHALL BE GLUED AND NAILED WITH SO NAILS AT 10"O.C.TO REQUIREMENTS OF 780 CMR 3603.16 FIRE INTERMEDIATE SUPPORTS AND SO NAILS AT 6"O.C.TO PANEL EDGE SUPPORTS. - - (2)P.T.2x12 BEAM 6.7 RAFTERS(UNLESS NOTED OTHERWISE ON ATTACHED DRAWINGS): DIMENSION LUMBER. 23/4 w 7-4 3/4' L 7'-43/4" 7'-43/4" 7'-43/4" 23/47 PROTECTION SYSTEMS.HOWEVER THE ARCHITECT Date: 7/2/2020 END. BEARS NO RESPONSIBILITY FOR THE DESIGN, 10"CONC.FILLED SONO- 18 �2' Scale: AS NOTED TUBE -MIN.48"BELOW FINAL PLACEMENT,OPERATION OR MAINTENANCE Drawn: z FIN.GRADE-TYP. 50, PROCEDURES OF THE HOUSEHOLD FIRE WARNING z Job: SYSTEM. Sheet Wbv.FLR WALLS W/ FRM'G. PLAN O A.03 0 J Plotted On: 7WO20 LL