Loading...
HomeMy WebLinkAbout0036 JOHNSON LANE aY yy y s ? t� $ r ' rs` o= Y") �..,:'!is ...r,.:. .. ....,. - _ > ,.q,$ Sal �S.1 ,�S'4 S . ,:- ,.>`r . .;>� ,. oe. e N r......:tt .- u a .;_ u 3•.. .,f. "i ><'.w �} 7 e�f Y ,3... + `a>-0 d ,t„ �` r� t t,,.;. ., yy. ..,� a 4{gi! .. 9e ,a44 rn L + - - . k i H' �4 _ _ .'-, r y - r r - Vital `' • `^Zl i i w,�4'' �' 2T1 £ '. ! S �tl }Y� 7 1� .}v„ t u lj. ,i:. ° � 5., � %ems" ., t M . _ i,.. 6 : ,.. .: .. '� l.t� l 1 1v f f I n .. 4� N7J s i ! r .k4s ! l c Y E '' ,k S a y7 r 4.` t.. r � d'\r 5.c A a' t , ,4 - _ e a .5 £3, r t 'K '" 1, e r YE 1 a :a+- .. 1, i 1' ,Vrc. A 1 r t F r .. Sb,",e 4 t ] 4 1 > �N', 4. 1 r)P tF h > , 1 r 1 4 r ..{ a �' 1 t r r m,.: , fib. \: 'i ".'+AY \ h C'•" f ex nr�'I 4 !`'byyH �.4,1 {.t r� ":fir 3, Y i, k 2 r ^'iv, Q ! ,,'i t m I x tt q ., _ E:Y f yT L . * 1 f .f t f yk << q:+ k 1 1. i 1 �'' f k i ,k i } 1 F N` �� F 2 ! • e�" * �x 4' f i y,M1 ^F 1 ). N E b •41 5 S, , x R a t £ rY i. y s( .. ,. y,. � Y �y4 i e a '. e .. -.-r -,: _. -, .. _ ,, z .. .. „r.. _ ,r,,, c ,r 1 p X '' p A �. S Y :.. , ., s ' n - . '. —: . , . , i , d ., . , r f Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��-1&11✓ :j>_ C 2DGyZ-46�y Telephone Number ,-Address ��ir� /I?,A//��i �l' License #��,s' 1144, OAS- 7/ Home Improvement Contractor# Email GS 6 19,5-`� j!!q G c-Aoo. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO /loV ZNC' SIGNATURE DATE 11 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y� S Map_ -� Parcel D �i "e ' 8AR1VSTAB�plication # (J Health Division ''', Date Issued i Conservation Division Application Fee 471 '00- Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village - v Ownerl� ,A / D �G� Address �G}�/��/ —4Z Telephone Permit Request �j95 Square feet: 1st floor: existing Aw-proposed 2nd floor: existing proposed Total new 027y Zoning District ` Flood Plain Groundwater Overlay Project Valuation 0 000. �""Construction Type oD Lot Size Zi%���/— 5G� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes o. On Old King's Highway: ❑Yes Ylo Basement Type: ❑ Full Xcrawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ,Z ofor new -- Half: existing / new Number of Bedrooms: 791 existing#/new Total Room Count (not including baths): existing _ new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing c2 -New Existing wood/coal stove: ❑Yes/No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:Yexisting ❑ new siz%-Ahed existing ❑ new size o 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 L, ��� Telephone Number �� q 7' Address �! License # C 0 Home Improveme Contrac or# Email Worker's Cc ensation # ALL CONSTRUCTIO DEBRIS ESULTING FROM T IS PROJECT W L BE TAKEN TO / II SIGNATURE DATE /� Y .5 FOR OFFICIAL USE ONLY 3t APPLICATION# DATE ISSUED ` MAP/PARCEL NO. ADDRESS VILLAGE 0`WNER DATE OF INSPECTION- FOUNDATION 6o�10 41- l f'f FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. .77ie Comrnolnveahh of- assachasetfs Depiwini tit efr4 kustifal'Acciderrtrc i�- @f,dice of Investigadons. 600 Washuigton Street Boston,MA 02111 . . f vyinn mas&gov1dia Workers' Compensaficin Insurance Affidavit:B•Wider-s/Contractors/ElectricianslP'himbers Applicant Inf n-matiou Please Print lkg ilY Name(Bumws%1az nQ tionffn&mdaal) e r,tl Cr0 ulle y Address: eWl. , ✓�/1 Are you an employer?Checkthe appropriate bow: Type of project(required): I.❑ I am a employer with 4- ERI ani a general contractor and I 6- ❑New construction employees(fish andfor part-ime * have hired the sub-contractors 2.❑ I am a sole proprietor orpastner- listed on the attached sheet; 7. ❑Remodeling ship and have no employees , ' These sub-contractors have 8. Q Demolition. working femme in any capacity- employees and have workers' [No niotkers'comp.insm'eance comp_insurance 1 9. El Building addition required-] 5. El We are a corpmaticn and its 10 ❑Electrical repairs cr additions 3.❑ I am a hameoumer doing all work officers have exercised their 1 L❑Plumbing repairs or additions-4 myself- o-workers' right of exemption per MGL € nT3' � - 13-❑R.00frepairs � insurance required]I c.152,§1(4�and we have no employees-[No workers' 13.❑Other `U * comp_insurance required_) 'clay app&csnf that cberlcshoa:#1 oust also fillout the secBoabelow shncsiag t6wir woaecs'compevsatioa pnTicgiaformauoa. #F omeoEvaers who submit rh14 Sf da[u nbffcztmg try am do Sg w903C and then hoe aniside CVUVRCfOIS aamst 5nhIDlt a new affidavit indicating-s IC=Rctors that check this boat mast attached an.additioosl sheet showing the name of the sub-contcscwrs sad state whether or not fhase®Mips bay � employees.If the sub- aafmctuishaveemplgee fiieynni.srpmridathrs warkm'tamp.paliUnumber. T I arrr ail errip r tJeatfs prauidfng iue?rkers'eonrpertsatzixn irtsriraace f or rrr}*errrptaynees Below fs fire p &t read joh-,*r n anfarmrrlfan. , lusurance Company Name: Policy#or Self-ins-l ic.# F_Xpirat n Date: Job Site Address: CityJStat'et7.tp: ' Attach a copy of the workers'compensation policy dedaration page(showing the policy number and expiration date). Failure to.secure coverage as required.under Section 2 5A of MGL c 152 can lead to the imposifiion of criminal penalties of a fine up to,$00D 00 andfor otie-ye r imprisonment,as well as civil penahies.im the form of a STOP WORK ORDER and a flare of up to 0-00 a day against the violator. Be advised that a copy of this statement may,be forvmded to the Office of Investigations of the DIA for insurance coverage L catiun- lido lra--e-by cm"Wry rastdar thepdfns an rims ofperjary thatAe urforma6wjpr mirW abmv is tars and correct Simature: ,. Date: Phone tiocial um drily:. Do not write fn furs 4Ma,to be compktod by city arton'n offWW C'ify War Town.: Perm if kense# Issuing Authority(drde one) .. L Board of Health 2.Building Department 3.City7Town Clerk '4.Electrical Inspector 5.Plumbing Inspector.' 6.Other Coact Person: -Wormafion and Instruefions ; Massachusetts Gmteaal Laws chapter 152 mgaaes all employers to provide wLlkeas'compensation for their employees. p {u this she,an mnp&Yee is refuted as."_.every person iu the service of another under any conhna of hire, express or implied,oral or wrh!:n " An evTTayer is defined as"an is ividnal,partnership,association,corporation or other Iegal eatitp,or any two or more of the foregoing=g�m a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,paxtership,association or othm legal entity,employing employees. However the owner of a.dwelling house having not more than three aparfineats and who resides therein,or the occapant of the - dwelling house of another who employs persons to do maintenance,com uction or repair work.on such dwelling house or on the grounds or building appubrfenantthe:mtn shall notbecanse of such employment be,deemed to be an employer." MGL cbaptrr 152,§25C(6)also sues that"every state or local licensing agency shall withhold the issuance or renewed of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant Who has not produced acceptable evidence of cdruplisnce with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)stah-s."Neither the commonwealth nor jily ofits political subdivisions shall enter iota any contract for the perfonnanco ofpubho work until acceptable evidence of compliancev{ith the i„sU ar,ce.- recpLements ofthas chapter have been presented to the contracting authority" Applican-ts Please 01 out the workers'compensation affidavit completely,by chum_�the boxes that apply to your sitaaiion and,if necessary,supply sab�entactor(s)name(s), address(es)and phone numbers) along with their cmtJa-cat*) of irmzranc0. Limited Liability Companies(LLC)or LimitedLiabrity Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an.LLC or LLP does have employees,apolicy is required. Be a.dvisedtjoatthis a$davitmaybe submitted to the Department of Industrial Accidents for confiimation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be retuamed to the city ortnwn that the application for the permit or license is being requested,not the Department of Lndu at r a1 Accidents. Should you have amy questions regarding the law or if you are regied to obtain a workers' compensation policy,please call the Department at the number listed below. Self-inn ed companies should enter Breit self-i surauce license number on the appropriate line. City or Town Officials f Please be sure that the affidavit is complete and printed legibly. The Department has provided a space of the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fDl in the peumi cense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/Hceuse applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or. town) "A copy of the affidavit that has bean officially stamped or marked by the city or town maybe provided to the . applicant as proof that a valid affidavit is on fide for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not ielatEd to any business or commercial venture (Le,. a dog license or permit to bum leaves eta.)said person is NOT required to complete this affidavit The Office of Invetiggatims would like to thank you in advance for your cooperation and shoBld you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax er_ Thu C_a tt1t of 1,4amarhns fb; . DegarCinmt Qf Iadusftzal Accident% �ltce of�t�•e�tig�tia� _ F �Q4�ashiugtan t - Boston,MA 02111 T(,-1.#617' -4.9W QMt 4-06 Or 1-M MASSAM Fax 617-727 7749 Revised 4-24-07 f - Town of Barnstable �'ME Regulatory Services a do Richard V. Scali,Director ` BARNSrABLE ; Building Division BA�#k Mass $ M 9eb 1639. �� Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 September.22, 2015 Derin Crowley 3 8 8 Main Street Apt E Wareham, MA. 02571 RE: 36 Johnson Ln., Centerville,Map: 193 Parcel: 042 Dear Mr. Crowley, This letter is in response to application number 201505690 submitted to construct an addition and renovate at the above referenced address. Unfortunately, the application can not be approved at this time because of the following: 1) Property owner's letter of permission states Erik Ward Construction, Inc. is authorized to apply for a building permit. 2) No home improvement registration under the name Erik Ward Construction, Inc. as required by law is included with the'application submitted. A supplemental card with the name of the business and Derin Crowley would be required to match applicant to authorized party. 3) Workers' Compensation Insurance Affidavit not signed"by an authorized party for Erik Ward construction, Inca 4) Construction documents include design that requires engineering for existing trusses. Please do not hesitate to contact this office with any questions. Respectfully, 1, J L: Lauzon Local Inspector , jeffrey.lauzon o,town.barnstable.ma.us (508) 862-4034 X ��;%sjrs Town of Barnstable Regulatory Services Richard V.Scab,Director � Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign Tbis Section If Using A Builder ' I, �r�a�� �r✓k e.�l; , as Owner of the Subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this bolding permit application for. &> Ce,ww,lle, (Address of Job) "Pool fences and alarms are the responsibilityof the a li applicant. Pools are not to be filled or utilized before fence is installed J�all final inspections are performed and accepted. Signature of Owner Signa of Applicant Print Name n Print Name Date . QFORMS:O VR\TIWERM7SSI0N?00LS ?'lie Comraromvealth of1Vassachusetfs Repay tent ofrudusftial'Acciderds `. 00 Ice ofIn ir'gadens. 600 IEashurgion Street Boston,MA 012111 " win-Lrnam£gavIdia Workers' Campensaf an Insurance Affidavit:Budldex-slCnntractursfEIectiicians]PIumbers Applicant Inf n-mai an \ Please Print IkaIy NaYlle(Basaless�DFganQaGionlJndir�dnal�_ ��f�}- �l�+S�1�..`F�b 1 CitgfSlatel : Ali e���S `�c �� Phone 4 fle -To Are you an employer?Check the appropriate bom Type of project(required): _ lam a employer veith. 4 ❑I am a general contractor and I employees(frill an&or part-lime * have hired.the sub-contractors; 6. ❑New cansfiuctiaa 2.❑ I am a sale proprietor orpariner- listed on.the attached sheet I- ❑Remodeling ship and have no employees. These sub-confrac-tars have 8. ❑Demolition wo dnQ forme in any capacity employees and have wodcers' 9. ❑Building addition [No worlm' comp.insurance camp-inswanml required_] 5• ❑ We are a corporation and its 10❑Electrical repairs or additions 3.❑ I am a homecumer doing all work officers haveexercised their 11-❑Plumbing repairs or additions myself-[No workers'comp- right of exemption per MGL 12.❑Roofrepairs insurance required]i c.152, §1(4�and we have no employees-[Na workers' 13-0Other comp_insurance required_] •AYnyaMHcsafthatchecksbox#1mast also fal out the secdcmbelawsbmving their wodterecompensatiaupoHeyin5 msuaa I Homeawners wbo submit this aifdava indicating they use.daing all wok and then bite outside contracrors mast submit a new affidavit mdk=ug snrT+ IContractors that cbect this box mast attached at[additional sheet showing the mmne of the sub-cao=c-t rs and state whether or not those entities have aVI yeas.Ifthesub contractnEshave empleyees;they mustpmuide,their warkus'cmnp.policy number_ I ant arr erlipIayErr fltat isgrarzding�uarkets'canrperesaffart irisrira>Zce f ar my*enzptayees .Setoiv is Ma patiry and job site irtforrnadon. a; Insurance Company Name: �`�T`�� �✓I�V r4.'� C p� - i Policy ore1f--iQs.Luc. - ©� W C S.,�- E�piratioa Date: ' Job Site Address ) "l'�� '� y, , �, M V!- IG - � _ L� cityrstater�p:Cep G� _ Attach a copy of the workers'compensation policy dechration page-(showing the policy number and eg:pu ation Tite).Cn Failure to secure coverage as required under Section 25A of MGL c. 15 can lead to the imposition of crimidal penalties-of a fine up to SU0U Oa and/or one yns3rimprisoumenn as well as civil penalties.in the form of a STOP worn bi6ERand a of up to$250-00 a day against the violator- Be advised that a copy of this statement maybe forsrraded to the Office of� Irr*,restigati,ons ofthe DIAL for insurance coverage verification- Ida hereby retry;ffy under the praxes ant periawes o.Feduly fllattrio igf0rnza&u pm,,V d a e s true and correct Simature_ `� ' Dab z N Phone A- Jb p So 1a�9 Ojyfcial use only.°Da not write in d ds area,tie be completed by c4 tartatrn Q;frciat City or Town: PerrmtfI.cease# Issuing Iknihority(ca de one): L Board of Bealth 2.BuRd"ing Department 3.Cty(rown Clerk 4.Electrical Inspector S.Plumbing Inspector, b.Other Contact Person Phone#: Taformation and lnstruefions Massachusetts General Laws chapter 152 requires all employers fin provide wows'compensafion far their employees. pu saantto this stye,an mnproyee is defined as."_.every person m the service of another ender any conirar t of hire, r express or implied,oral or wrifbn." An erripkyer is defined as"an mdividnA partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a Joint enbmpase,and inclnding the legal representatives of a deceased employer,or the receiver or trustee of an individual,pip,association or other legal entity-,employing employees. However the owner of a.dwelling house having not more than,three apartments and Who resides therein,or the occupant of tine - dwelImg house of another who enTIoys persons to do maintenance,contraction or repair work on such dwelling house or on the grounds or building app !h=t o shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also sues that"every state or local Rceasnag agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bufidings is the couunonwealth for any applicant Who has not prod-acedacceptable evidence of edrapli=ce-With the incura_n.ce coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor airy of its political subdivisions shall enter into any contract for the perf=ance 0fpubhc work until acceptable evidence of compliance With the i 0SUrance• re uuri meats of this chapter have been presented to the contracting authority-." AppJican-& Please fill out the�workrrs'compensation affidavit completely,by cht--r .g the boxes that apply to your situation and,if s nam s address es and ne numb s along with their certificates)of necessary,supply snb�ontractor() .e ), address(es) Pho er() jhmz-ance. Li�Liability Companies(LLC)orLir itedLiabiif- Partnerships(LLP)With no employees other than,the, members.or par►ners,are not rbquii d to carry woik=' compensation msmrince 1f an,LLC or LLP does have empioyees;tapolicy is regnired. Be advised that this affidayk maybe submitted to the,Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to thecity or town that the application for the permit or license is being requested,not the Department of Industrial A_=dents. Should you have any questions regarding the law or ifyou are regaued to obtain a workers' compensation policy,please call the Department at the number listed below_ Self-insured companies should enter their self-i gurance license number on the appropriate fie. City or Town Officials f Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out i a the event the Office of Investigations has to contact You regarding fire applicant P lease b e sine to till in the per is / cease munber which will be used as a reference num n number. In addition,a applicant that must submit multiple pemlibUcense applications is any given year,need only submit one affidavit indicating current policy information�if necessary)and ceder"Job Site Ad rerse tie applicant shoed write"all Iocations in (city or town)--A copy of the affidavit that has been officially stamped or marked by the city or tnwa maybe provided to the applicant as proof that a valid affidavit is on file for future pmm..its or licenses. A new affidavit must be filled out each owner or citizen is ob a license or permit not re7.ated to any business or commercial verse year.Where a home own taming P (Le. a dog license or permit to bum leaves etc.)said person is NOT regrrized to complete this affidavit, The Of of Investigations would hke to fhank you in advance for your cooperation and should you have any questions, please do not hesifafe to give us a call The Department's address,telephone and fax mmmber. - l e C_G�n the of c.��nsetts Dqm-finwt of Iadustdd Accidents Office Q Investigatio= 604 wawmatml st=t Boston YA E 111 Tf,-L*f Z7' -4900=t 4-06 Or 1-977-MASSAFE Fax 617 727 7M Ksvise 4-24-07 -Ma..s5 vidia- qtiS 2 p; 1, 2015 1 7; 36 PMCERTIFICATE OFNo. I > >8 F9FERS rDATE(MMIDDIYYW) LIABILITY INSURANCE /1/2Q15 THIg CERTIFICATE IS ISSltED,A9 q MATTER OF INFORMATION ONLY AND CON NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES' NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THI8 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 POIICy(fes)must be endorsed. If SPROOATION 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 10 the certificate holder in Ileu of such endorsement(s). PRODUCER CONTACT MCSHEA INSURANCE AG4NCY INC NAME: PHONE N (508)420-9011 a c No; -90101550 Falmouth Rd Ste #2 Centerville, MA 02632 ADDRESS: INSUR6rg6)AFFORDING COVERAcR NAIC6 WSURERA:The Hartford Insurance Company INSURED Erik Ward Construction Inc The Hartford tnatxrance Company 2 Mill Pond Rd INSURERS: y Marstons Mille, MA 02648 INSURER :D INSURER INSURER E COVERAGES INSURER F 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 TtzRMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD R LTR TYPE OF INSURANCE IN6D MMI D POLICY NUMBER X COMMERCIAL OENERAL LIABILITY MM�O LIMITS CAIMS•MAOE �OCCUR EACH OCCURRENCE $ 1 0 0 0,0 00 L PREMISES Ea occurrence $ 1,000,000 A OBSBMIL7855 MEDEXP(Any one person) $ 10,000 5/12/155/12/16 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; POLICY PRO- ❑LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER: AUTOMOB14E LIABILITYCOMBINED $ Es aWdenl ANYAUTO ALL OWNED SCHEDULED BODILY INJURY(PeY:.pa"lson) $ AUTOS AUTOS BODILY INJURY Per ec dent) $ HIRED AUTOS NON-OWNED E, AUTOS Per dccldenl ACE $ , UMBRELLA LIAR OCCUR $ "' EACH OCCURRENCE, $ EXCESS LIAR CLAIMS-MADE AGGREGATE S a DED RETENTIONS --!WORKERS COMPENSATION $ AND EMPLOYERS'UABILITY SPER TATUTE ER 3 ANY PROPRIETCMPARTNFAIEXECUTNE YIN OBWECCQS125 B OFPICERIMEMSER EXCLUDED? [N NIA a E.L.EACH ACCIDENT $ *5 O a pQ)0 0 (Mondedeslwy describe e u S 12 15 5/12 16 If yes d PTIOe under / / / E.L.DISEASE-EA EMPLOYE $ 500,000 DE9L�RIPTION OP OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 5001000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION BARBARA SIMONELLI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 37 JOHNSON 14ANE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CENTERVI>aLE MA 02632 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ),nCatq— ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD25(2014101) The ACORD name and logo are registered marks of ACORD e a F Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS 104885 DERIN D CROWLY ,•� 388 MAIN STREET APT Wareham MA 02S71 Expiration Commissioner 11/23/2015. " G � C���e�o.�rvrrec�rrrne�r�/�a�P/`lcc.ztcrc�rr.te/Ct Office of Consumer Affairs&Business Regulation h�— (NOME IMPROVEMENT CONTRACTOR Registration t 182391 Type: i ', Expirations $/ 9/2017 Individual DERINVCROWLEY t OERIN CROWLEY 388 MAIN ST APT E •:�:.1�-ems: ..; . .:�---- i WAREHAM,MA 02571 Undersecretary s Unrestricted .Buildings of any use group which contain less than 35,000 cubic feet(991m3)of i..enclosed space. Failure to possess a current edition of the Massachusetts s state Building Code is cause for revocation of this license. For DPS Licensing information iisit: www.Mass.Gov/DPs License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not val without signature 9 ' Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991m3)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: www.Mass.Gov/DPS License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 Not val without signature Z•"_ - I:�� ,,. „.,�Y •:mac, Widing T&I/'N OF BAr�NSTABLE tNE rpw � "� _ 2015056910� Permit BARNSTASLE, Issue Date: 10/08/15 9 MASS 1639. �� Applicant: Permit Number: B 20152837 �FO NIA'I A ' Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/06/I6 Location 36 JOHNSON LANE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 193042 ;` Permit Fee$ 612.00 Contractor CROWLEY,DERIN D Village CENTERVILLE App Fee$ 50A0 License Num 104885 Est Construction Cost$ 120,000 1 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADDITION-MASTER BEDROOM &MASTER BATH ,NEW DOORS WIN W$W ARD MUST BE KEPT POSTED UNTIL FINAL AND DECK INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SIMONELLI,BARBARA E BUILDING SHALLk,'NOT BE OCCUPIED UNTIL A FINAL Address: a36 JOHNSON LANE INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 r Applicatio Entered by: JL. 'f Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER T ORARILY 0 R TLY. CROACHMENTS,ON PUBLIC PROPERTY,N0. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE.APPROVED BY THE JURISDICTION. STREET�OR ALLEY GRADES�AS. I AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE e OBTAINED FROM THE DEPARTMENT OI PUBLIC WORKS. ISSUANCE'OF,THIS PERMIT DOES=NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVIISION A RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTIONh 3.AL -FIREPLACES MUST BE INSPECTED AT THE,THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTION&O.O BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS tF,RAME INSPECTION). 6.INSULATION. h 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. t,. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORMS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. - F PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS,TO GUARANTY FUND(asset forth in MGL c.I42A).' < BUILDING INSPECTION-APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 . 2 2: - 3 1 Heating Inspection Approvals Engineering Dept �4, Fire Dept 2 '�,:} _ Board of Health *, ,•a,p i �; fk-...���.y-ti a4.r^�q,yf�'.� `.s y . ' �M:.' - y - _ 1. SEA&B Engineering ' P.O. Box 688 Eastham,MA 02642-0688 � ' 508 240-3987 September 28,2015 Mr. Joseph Botelho = P.O.Box 285 West Barnstable,MA 02668 /�� ! f Reference: Simonelli Residence,364ohnson.Lane,.Centerville,MA Dear Joe, The renovations for this home have been evaluated according to your drawings andjhe requirements of the 8`h edition of the building code for wind exposure B. 4 3 General 7U A summary of required beam members A through E,column supports, connectors and column_ footings is shown in sheet 1. The letter designations for these beams match the beam_ designations A57,--4 through E shown on the drawings. w_ _1 —Analysis Drawing section D conservatively represents the other sections and was analyzed to determine load values for sizing beams B and C. Wind load selection is based on based on roof pitch, wall and roof surface area, and area section location. The main section D roof angle is 22.62 degrees. Maximum R horizontal wind load for this angle is 29.1 psf. This resolves to a vertical wind loading of 10.33 psf. Horizontal wind load for external walls is 22.6 psf. Total-vertical loading on the roof consists of snow plus %2 vertical wind and material weight. First floor live loading is 40 psf. Floor live loading in the loft area is 25 psf. All material weight is evaluated and combined in by the computer. Analytical Sheets • Sheet 1 shows the new framing required for beams, support columns, connections and footings. • Sheets 2 to 12 show the section D model, loading illustrations,node identification,member identification,maximum node deflections,maximum member stress, and support reactions for both the vertically loaded and the wind shear models. • Sheets 13 to 22 are the analytical sizing sheets for the beams. • Sheets 23 to 24 are the analytical sizing sheets for the column footings: +. Please let me know if you have questions. Regards, o Richard P. Anderson Rev Job No Sheet No�nR 1 Software licensed to Mcrosoft Part Job Title Ref • By DICk A Date2-Se'Pl 5 Chd Client File Simondli.Std Datelrl— 27-Sep-201515:06 Iq Simpson Connectors a°X✓!t� 'r 1, 3, 7, 10; 11 EPC 44 r. _ — ®� �r 8,9 EPC 66 outer header to posts, ' i End nail side headers to outer header A/le Or ✓� With three Timberloks, 9 in. long 4,5 EPC 46 12, 13, 14 PC 44 All other posts are to be 6 PC46 . P.T.4x4s 2 Top Hanger, structural ridge to cross beam BA 3.56/11_.88 (Max.) A 15, 16 18 19 PB 44 or EPB 44T, 17 and 20 PB 66 or EPB 66, 17 to 20 Big Foots BF 24 with 10 in. dia.tubes,4 ft.min. below'grade -- PrintTime/Date:2710912015 15[A-' „. § , 6 . STAAD.Pro V8i(SELECTseries 5)20.07:10.66 Print Ri,�+-cwi ,.< y Job No. Sheet No Rev Software licensed to Microsoft Part Job Title Ref • By Dick A , Date26-Sep-15 Chd Client , Fite Simonelli,Sect.D.std DateTme 26-Sep-2015 12:05 z Load1 PrintTrne/Date:26109n01512:11 STAAD.Pro V8i(SEIECTseries 5)20.07.10.66 Print Run t of 1 Job No ' Sheet No Rev Software licensed to Microsoft '' Part ..• _�,.. . Job Title t } Ref �"f F By Dick A °ate26-Sep-15 chd Client OFFit,, Simonelli, Sect.'D.std Dat"T1fte 26-Sep-2015 12:05 • y ^ i r r! ti Load 2 � 1 Print Time/Date:26/09/2015 12:12 STAAD.Pro V8i(SELECTseries 5)-26.07.10.66 _ '= `Print Run 1 of 1 y - -- ' - Job No Sheet No Rev Software licensed to Microsoft Part - Jo b b Title . Ref BY Dat - [)ick A e26-_Sep t5 Chd Client File Simonelli,Sect.D.std Daterrme 26-Sep-2015 11:52 4' _. 5., e. 10 6 Y 8 r r 1. • ... Print TimetDate:26/09/2015 11:54 STAAD.Pro V8i(SELECTseries'5)20.07.10.66 Print Run 1 of 1 - Job No Sheet No Rev Software licensed to Microsoft Part, . Job Title Ref - 1 By Dick A Date26-Sep-15 chd Client File Simonelli,Sect. D.std DateRme 26-Sep-2015 11:52 - v ' R , P a 6 7 3' r 2 44 13 10 9 Print Time/Date:2 6/09120 1 5 11:53 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run f of I • Job No Sheet No Rev Software licensed to Microsoft Part Job Title • Ref By DickA oate26-Sep-15 Chd Client File Simonelli,Sect.D.std oateRme 26-Sep-2015 12:05 r - , Node Uc X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 8 3 0.000 -0.066 0.000 0.066 0.000 0.000 -0.001 9 3 -0.000 -0.066 0.000 0.066 0.000 0.000 0.001 3 3 0.021 -0.054 0.000 0.058 0.000 0.000 0.001 5 3 -0.021 -0.054 0.000 0.058 0.000 0.000 -0.001 8 2 0.000 -0.055 0.000 0.055 0.000 0.000 -0.000 9 2 -0.000 -0.055 0.000 0.055 0.000 0.000 0.000 5 2 -0.018 0.045 0.000 0.048 0.000 0.000 -0.001 3 2 0.018 -0.045 0.000 0.048 0.000 0.000 0.001 11 3 -0.003 -0.012 0.000 0.012 0.000 0.000 -0.001 10 3 0.003 -0.012 0.000 0.012 0.000 0.000 0.001 9 1 0.000 -0.011 0.000 0.011 0.000 0.000 0.000 8 1 -0.000 -0.011 0.000 0.011 0.000 0.000 -0.000 4 11 2 -0.003 -0.010 0.000 0.010 0.000 0.000 -0.001 10 2 0.003 -0.010 0.000 0.010 0.000 0.000 0.001 5 1 -0.004 -0.009 0.000 0.010 0.000 0.000 -0.000 3 1 0.004 -0.009 0.000 0.010 0.000 0.000 0.000 11 1 -0.001 -0.002 0.000 0.002 0.000 0.000 -0.000 10 1 0.001 -0.002 0.000 0.002 0.000 0.000 0.000 4 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4-, 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 i 4 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2 1 . 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 ...».w.--.4,- - - •..w-..._w.�-.•.'-...•.--...v-...+.•.+Y.+.+...Fr--•'-"!.'^M w* .....w.� -"�. .- ,a«.w•....-..... -.. - ...�-." -.w..,..-.-.....r ,.._«w ........-..... •. f - 6 ..-...^'^»_i.. a 1 Pans rme/oate:zsiosnots 12:12 STAAD.Pro V&(SELECTseries 5)20.07.10.66 Print Run 1 of 1 . Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref *T t By Dick A oa1e26-Sep-15 Chd Client File Simonelli,Sect.D.std oateRme 26-Sep-2015 12:05 } Beam L/C Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) a (psi) (psi) (psi) (psi) 7 3 1.000 28.412 0.000 -438.602 467.014 30.935 -0.000 15 3 0.000 28.412 0.000 -438.602 467.014 30.935 0.000, 15 2 0.000 25.225 0.000 388.841 414.066 28.141 0.000 7 2 1.000 25.225 0.000 -388.841 414.066 -28.141 -0.000 7 3 0.917 27.100 0.000 -301.941 -329.041 27.397 0.000 15 3 0.083 27.100 0.000 -301.941 329.041 27.397 0.000 .A 13 - 3 :0.000 4.750 0.000 -292.987 297.736 9.758 0.000 • 12 3 10.000 4.750 0.000 -292.986 297.736 9.758 0.000 f 7 2 0.917 23.993 0.000 -264.764 288.757 -24.820 0.000 15 2 0.083 23.993 0.000 -264.764 288.757 24,820 0.000 13 3 0.083 4.831 0.000 -256.511 261.342 9.703 0.000 12 3 0.083 -4.831 0.000 -256.511 261.342 9.703 0.000 13 2 0.000 9.,593 *0.000 -244.642 254.235 7.862 0.000 ` 12 2 0.00 0 9.593 0.000 -244. 0.000, . . , 642 ,R 254.235 7.862 14 3 0.000 131.862 0.000 -102.144 234.006 0.771 0.000 14 3 1.000 131.862 0.000 102.144 234.006 -0.771 -0.000 14 3 0.083 131.862 0.000 -99.050 230.912 0.643 0.000 14 3 0.917 131.862 .0.000 -99.050 230.912 -0.643 0.000 14 3 0.167 131.862 0.000 96.518 228.380 0.514 0.000 14 .3 0.833 131.862 0.000 '-96.518 228.380 -0.514 0.000 14 3 0.250 131.862 0.000 -94.549 226.411 0.386 0,000 ' 14 3 0.750 131.862 0.000 94.549 226.411 -0.386 0.000 13 3 0.167 4.911- 0.000, -220.244 225.156' 9.647 0.000 12 3 0.167 4.911 0.000 -220.244 225.156 9.647 0.000 s 14 -3 0.333 131.862 0.000 -93.142 .225.005 0.257 0.000 , 14 3 0.667 131.862 0.000 93.142 225.005 -0.257 0.000 13 2 0.083 9.593 0.000 215.171 224.764 7.862 0.000 12 2 0.083 9.593' 0.000 -215.171 224.764 7.862 0.000' 3 3 .1.000 0.969 0.000 -223.515 224.483 -26.992 -0.000 6 3 0.000 0.969 0.000 -223.515 224.483 26.992 0.000 r 14 3 0.417 131.862 0.000 -92.299 224.161 0.129 0.000 14 3 0.583 131.862 0.000 -92.299 224.161, -0.129 0.000 ' 14 3 0.500 1 131.862 0.000 -92.017 223.880 0.000 0.000 .6 3 1.000 7.600 '0.000 205.279 212.879 8.946 -0.000 3 3 0.000 7.600 0,000 205.279 212.879 -8.946 0.000 ` 7 3 0.250 16.603 0.000 194.481 -•211.084, 0.910 0.000 15 3 0.750 .16.603 0.000 194.481 211.084 -0.910 0.000 15 3 ° 0.667 .17.915. 0.000 .190.457 208.372 2.628 0.000 7 3. 0.333 17.915 0:000 190.457 208.372 72.628 0.000 7 3 0.833 25.788, 0.000 -181.860 207.648 23.858 0.000 - ;15 3 ,0.167 25.788 0.000 181.860 207.648 23.858 0.000, . .__7 -3 0.167 1 15.291 0.000 - 181.926 197.217 4.449 0.000 15 3' 0.833 1 15.291 0.000 181.925 197.217 -4.449 0.000 13 2 0:167 9.593 0.000 -185.700 195.292 .7.862 0.000 12 2 0.167 9.593 0.000 185.700 195.292 7.862 0.000, j 6 3 0.917 7.048 0.000 185.994 193.041 10.450 0.000 Print Ttme/Date:26/09/2015 12:13 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run 1 of 11 �� _ ♦ Job No Sheet No Rev Software licensed to Microsoft Part Job Title-- Ref 6y Dick A oate26-SeP05 Chd Client File Simonelli,Sect,D.std DatelTme 26-Sep-2015 12:05 Node Uc Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z , (kip) (kip) (kip), (kip-in) (kip•in) (kip in) Y , 4 3 0.000 0.932 0.000 0.000 0.000 0.000 „ 4 2 0.000 0.818 0.000 0.000 0.000 .; 0.000 6 3 -0.200 0.580 0.000 0.000 0.000 14.448 2 3 0.200 0.580 0.000 0.000; •0.000 14.448 , 6 2 0.170 0.497 0.000 0.000 0.000 » 12.095 2 2 0.170 0.497 .'0.000 0.000 0.000 12.095 4 1 0.000 0.114 0.000 0.000 0.000 1 0.000 6 1 -0.030 0.083 0.000 .0.000 s 0.000 -2.352 _ f 2 1 0.030 0.083 0.000 1 0.0001 0.000 2.352 - «+.•^h•+!•_ ..a..-w �.,•-r....s..-.._..-,ter-.. �:.•......+,._......r.q-..«�,i.,rrra.:.,..Y. .�yr te...�,.,.rr+,n�-,:.. .- .r<_i. +pr_.r.a.'.a..-.- ..,rrt... �.. r --..r.,• .�....r - -,..... Print TimelDate:26/09/2015 12:13 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Prim Runt`of 1 - Job No Sheet No Rev Software licensed to Microsoft s, Pa rt Job Title - f, ,x Ref „;.. .. By Dick A 0`26-Sep-15 cnd Client File Simonelli,Sect. D Wind s DateRme 2 _ 6-Sep 2015 12:18 4. ' r .f Yam` * i .° ,} .. .• t4+.: ±aY r. i , � ' j` r s -1 .Load 2 ._.._._.�-..�.,�. ......._.«.�..�--......,r.-....-��'+..�..�.....-i.�.�.....»tea-.....-..,.. ...,...---..,-.•.-.....:.��w.. «.a.._...r.�„- Prim rmeroate:.zsfosnots 12a9 STAAD.Pro V8i(SELECTSeries 5)20.07.10.66` - - - 'Print Run of 1- - --a - _ . - " + - Job No + Sheet No -- Rev Software licensed to Microsoft _'. - Part - •j{ Job Title • Ref fl Yj By Dick A oate26-Sep-15 7 • Cnd Client Simonelli;Sect.D,wind s oaterrme 26-Sep-2015 12:18 Node L1C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan ' (in) (in) (in) ,(in) (rad) (rad) (rad) 9 3 -0.000 -0.025 0.000 0.025 0.000 0.000 0.000 5 3 -0.009 -0.020 0.000 0.022 0.000 0.000 -0.000 8 3 0.000 -0.014', 0.000 0.014 0.000 0.000 -0.000 ' 9 2 -0.000 -0.014 0.000 0.014 0.000 0.000 0.000 . 5 2 . -0.005 -0.011 0.000 0.012 ,0.000 0.000 -0.000 - 3 3 • 0.004 -0.011 0.000 0.012 0.000 0.000 9 1 0.000 -0.011 0.000 0.011 0.000 0.000 0.000 8 1 -0.000 -0.011 0.000 0.011 `0.000 0.000 -0.000 3 1 0.004 70.009 -• 0.000 0.010 0.000 0.000 0.000 5 1 -0.004 0.009 0.000, 0.010 0.000 0.000 -0.000 11 3 -0.002 -0.005 0.000 0.005 0.000 0.000 -0.000. 11 2 -0.002 -0.003 0.000 0.003 0.000 0.000 -0.000 _ 8 2 -0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 ` 3 2 0.001 0.002 0.000 0.002 0.000 0.000 0.000 11 1 -0.001 -0.002 0.000 0.002 0.000 0.000 -0.000 . 10 1 0.001 -0.002 0.000 0.002 0.000 0.000' 0.000 10 3 -0.000 -0.001 0.000 :0.001 0.000 , 0.000 0.000 10 2 0.001 0.001 0.000 0.001 0.000 0.000 .. 0.000 2 3 0.000 0.000 0.000 0.000 0.000 s 0.000 0.000 2 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4 3 0.000 0.000. 0.000 0.000 0.000 0.000 0.000 4 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 3 0.000 0.000 - 0.000 0.000 0.000 0.000, 0.000 4 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 2 0.000, " 0.000 a 0,000 0.000 0.000 '0.000 0.000 2 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .. 4 r ... .,i..::..r.....n........,.....-..+..++....,r.............-..a.':''-.+.w•.ww•-.•.y.-,...-a.c�.-:i....:..:+n.'+:4..-.+.,r..r..r:........,.....•M.+•r•rw..�.p�r�w.�++n•-+rviw.w.,..r.ywv..wiwv+.w.--.+.n'.-+.�.m+.r Print Trneroate:26109t2016 12:19 STAAD.Pro V8i(SELECTSeries 5)20.07.10.66 Print Run t or t- ,e �- 'Job No Sheet No Rev Software licensed to Microsoft Part :. t Job Title - . „ Ref , 6y Dick A Date26-Sep-15 Chd Client do File Simonelli,Sect.D,wind s oaten` 26-Sep-2015 12:18 Beam UC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) v (psi) (psi) (psi) 12 3 0.000 2.506 0.000 123.527 126.033 4.786 0.000 12 3 0.083 2.587 0.000 -105.690 108.277 _ 4.731 0.000 12 3 0.167 2.668 0.000 -88.062 90.729 4.675 0.000 6 3 0.000 16.483 0.000 -7.1.978 88.461 9.545 0.000 14 3 1.000 42.386 0.000 41.358 83.745 -1.047 -0.000 6 3 1.000 6.097 0.000 77.023 83.120 ' ' 2.943 -0.000 12 2 0.000 7.349 0.000 -75.183 82.532 2.890 0.000 12 3 1.000 3.475 0.000 76.771 80.246 4.120 -0.000 14 3 _ 0.917 42.386 0.000 -37.055 79.442 -0.919 0.000 6. 3 0.917 6.963 0.000 70.623 77.585 3.493 0.000 : 3 3 1.000 3.414 0.000 -73.112 76.525 -6.646 -0.000 ' 3 3 0.000 3.822 0.000 72.226 76.048 5.535 0.000 14 3 .0.833. 42.386 0.000 33.315 75.702 -0.790 0.000 5 3 0.000 0.966 0.000 -73.414 74.380 3.249 0.000 12 3 0.250 2.748 0.000 70.641 73.390 4.620 0.000 14 3 0.750 42.386 0.000 30.137 - 72.524 -0.662 0.000 12 2 0.083 7.349 0.000 -64.350. 71.699 2.890 0.000 7 3 0.250 2.491 0.000 69.082 71.573 0.424 0.000 a 6 3 0.833 7.828 0.000 63.129 70.957 4.044 0.000 14 3 0.667 42.386 0.000 -27.522 69.909 -0,533 0.000 5 3 0.083 0.365 0.000 -69.185 69.550 2.861 0.000 14 3 0.000 42.386 0.000 26.853 69.240 0.495 0.000 6 3 0.083 15.617 0.000 -53.544 69.162 8.995 0.000 7 3 0.167 4.527, '0.000 64.038 68.565 1.728 0.000 7 3 0.333 0.455 0.000 68.015 68.476 -0.880 0.000 14 3 -,0.583•V42.386 6 0.000 -25.469 67.856 -0.405 0.000 15 3 ', 0.0002" 0.000 62:820 67.852 3.365 0.000 14 3 0:083 0.000 24.968 67.354 0.367 0.00014 3 0.500 0.000. 23.979 66.366 -0.276 0.000 14 3 0.167 0.000 -23.645 66.031 0.238 0.000 14 3 0.417 0.000 23.052 65.438 -0.148 0.000 5 2 0.0000 0.000 -53.714 65.304 3.628 0.000 14 3 0.250 0.000 -22.885 65.271 0.109 0.00014 • '3 0.333 0.000 22.687 65.073 -0.019 0.000 3 '• 3 0.083 3.788 0.000 61.127 64.915 -5.628 0.000 12 3 0.917 3.395 0.000 61.225' , 64.619 4.175 .0.000 3; 3 0.917 3.448 0.000 -59.987 63.435 -6,554 0.000 'k • 6 3 0.750 ,8.694 0.000 54.541 63,235 4.594 0.000 >` r 12 2 1.000 .7.349 '0.000 54.811 62.160 '2.890 -0.000 12 2 0.167, 7.349 0.000 -53.517 60.866 2.890 0.000 } 5 2 0.083 10.965 0.000 48.915 59.880 3.305 0.000 7 3 0.083 6.562- 0.000 52.884 59.446 3.033 0.000 15 3 1.000 4.062 0.000 52.869 56.931 0.750 -0.000 12 3 0.333 2.829 0.000 -53.429 56.258 4.564 0.000 Y 5 2 0.167 10.341 0.000 44,564 54.905 1 2. ' 0.000 6 3 0.,667 9.559 0.000 44.859 1 54.418 .5.144 0.000 Print Time/Date:25rosn015 t2:2o STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Y Print Run 1 of 11 ~�. Job No Sheet No Rev . Software licensed to Microsoft Part Job Title Ref • P © By Dick A oal126-Sep-15 Chd Client File Simonelli,Sect. D,wind S Dale/rime 26-Sep-2015 12:18 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip in) (kip in) (kip in) 6 2 0.327 0.004 0.000 0.000 0.000 -3.641 4 3 0.302 0.099 0.000 0.000 .0.000 1.829 4 2 0.302 -0.015 0.000 0.000 0.000 1.829 6 3 0.296 0.087 0.000 0.000 0.000 -5.994 2 3 0.081 0.094 0.000 0.000 0.000 2.500 2 2 0.051 0.011 0.000 0.000 0.000 0.147 2 1 0.030 0.083 0.000 0.000 0.000 2.352 4 1 0.000 0.114 0.000 0.000 0.000 0.000 6 1 -0.030 0.083 0.000 0.000 0.000 2.352 - e n Print Time/Date;26109l2015 12:22 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run l'of 1 Simonelli, Beam A, outer porch header,`3 1-2 x 9 1-2 LVL �_ �,> ME Beam Length: 336.0 in ' Location: 0.0 in -0.01701693 in ¢°0.08077643 Deflection 0.0 (- — 01118574 — deg i ,,0.1130259 f Slope -0.006293695 F >— — — — — 49567.07 lb-in - -31826.06 Moment 0.0 �1696.67 lb ,�.21 - -1741.3 Shear — 231.1396 lb/in' � - ill I III ��I► �11►� . , - 941.7744 Bending Stress Tensile:00y C6mpressive:0.0 52.36993 lli� „i,'I 1b/in' {{ I �ih,li, 0. I ,.;�I+.Iiilll ill�i"f LFllllil��ll, - Average Shear Stress 6.951567 ** Simonelli, Beam A, outer porch header,.-3 1-2 x 9 1-2 LVL ** BEAM LENGTH = 336.0 in MATERIAL PROPERTIES ' Modulus of,elasticity = 1900000.0 lb/in' i CROSS-SECTION PROPERTIES ` Moment of inertia = 250.0 in^4 Top height = 4.75 in Bottom height = 4.75 in r Area = 33.25 in2 ' . EXTERNAL CONCENTRATED FORCES 2409.0 lb at 167.04 -in UNIFORMLY DISTRIBUTED, FORCES• 8.4 lb/in at 0.0 over 336.0 -in t17 0.87 lb/in at.0.0 over 336.0 in ` SUPPORT REACTIONS *** Simple at. 0-0 in Reaction Force =-231.1396 lb Simple at 110.75 in Reaction Force 2492.183 .1b Simple`�at 221.75 in Reaction Force =-2549.'414 lb „ Simple at 336.0 in Reaction Force =-250.9837 191, . MAXIMUM #DEFLECTION **.. .. 7 7 ;~ 0.080 64 'h. - 3 i at 166.5486 in No Limit specified ' MAXIMUM BENDING MOMENT`*** 49567.07 lb-in at 167.04 in �! MAXIMUM SHEAR FORCE ***. -1741.3 lb at .221.75 in MAXIMUM STRESS,*** ••s Tensile '941.7744Y1b/inz No Limit'specified Compressive 941.7744 lb/in2 '.,No Limit specified # s� Shear' (Avg) ,=Y52.36993 lb/inz t,No Limit specified ' Gy Simonelli, Beam B, porch side headers,",3 1-2 x.9 1-2,LVLs •q.-.. J—CI ! _ T MUM ME ILI, Y4. k ua Beam Length: 144.6 in 'Location: 0.0 in --, 0.0 in L� 0.4375252 Deflection 0.0 .0.5570744 f— -- ----- deg - , -0.5570744 Slope 0.5570744 _ 96215.04 lb-in -0_I_ - --�_. - Ill�1_L> 0.0 Moment — O.o- � 2672.64 ' IJ_W : ZEE[[ Ib -- — 2672.64 Shear 2672.64 1824.237 _ �; IJ1 I ill ►.I ► i �,. iblin2 1 I'- 1828.086 Bending Stress r Tensile:0.0 Compressive:0.0 '- . 80.38015 1!L a: tRi .R{ii.i!4 W '�I't.t I.t :,= . • . . s n C,11e.}t1, ,tll ` i �t if •:ti {� �!iI !�.�R ,���� �� I.,I f �r I j .l t , I � � � I• I fC. L I .. . I I f tl+!i I� LI Average Shear Stress 80.38015 ** Simonelli, Beam B, porch side headers 3 1-2',x• 9 1-2 LVLs ** BEAM LENGTH = 144.0 in' MATERIAL PROPERTIES Modulus of elasticity = 1900000:0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 250.0 in^4 - # ' Top height = 4.75 in Bottom height = 4.74 in Area = 33.25 in2 . UNIFORMLY DISTRIBUTED FORCES'' „ 36.25 Win at 0.0 over`144.0 in 0.87 Win at 0.0 over. 144.0 in SUPPORT REACTIONS *** Simple at 0.0 in + Reaction Force =-2672.64 lb_ Simple at 144.0 in - ¢ Reaction Force =72672.64 lb . MAXIMUM DEFLECTION *** 0.4375252 'in at ' 72.0 in No Limit specified MAXIMUM BENDING MOMENT **.* 96215.04 lb-in at 72.0 in ' MAXIMUM SHEAR-FORCE *** Al 2672.64 lb at 0.0 ;inp �. -2672.64 lb at*. 144.0 in«' s MAXIMUM STRESS Tensile = 1824.237 lb/in2 No Limit specified Compressive = 1828.086 lb/in2. No Limit specified Shear (Avg) = 80.38015 lb/in2 ' No Limit specified - �...�-....----•,•ems r.,,.m.,..,..:..... .+..� ......+_ ....... ..,.... _....«.,,.-�,. ,.. _-_ .•.........,.. .. ....,.....,,..._.,�.,.-.�.......__ ......- ,::-•-..,-......._.-.r--.«.. + - 1? Simonelli, beam C, structural ridge beam, 3 1-2 x 11 7-8 LVL Beam Length: 391.2 in Location: 338.0201 in ' v _ in 0.4024534 Deflection 0.08728074 0.3166334 deg- , .. u _ -0.2563658 Slope -0.009625988 — . - - 70182.59 lb-in r 141803.5 Moment 60050.27' . 4350.454, . T _ ----- _ _ -3829.67 Shear — 150.0721 ! --- - - - -- — ----- �........ 1725.325 ' i I ; If T i�� �� !� (il i � �I I lb./in' 1725.325 Bending Stress Tensile:730.6321 Compressive:730.6321 104.6726 Win 2 Ilia !, !I�I�ssi ill i!I 'I llhii, lii�il _ 11IjI r i� I`�f f ItFy'I {€�.f.�ftl �f �IIL1�il I(lY.+rl°LL..�.���.., !.i11�. :.!f�.Ii.i+�l �lj �l�t��i� LL_.gi i0.0 - . I I C f Average Shear Stress 3.61.0756 . a x _ ** Simonelli, beam C, structural ridge beam, 3 1-2 x 11 7-8 LVL ** BEAM LENGTH = 391.2 in MATERIAL PROPERTIES Modulus of elasticity = 1900000.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 488.0 in^4 Top height = 5.9375 in Bottom height = 5.9375 in Area = 41.5625 in2 UNIFORMLY DISTRIBUTED FORCES s 1.0833 lb/in at 0.0 over 391.2 in 7.0275 Win at 0.0 over 391.2 in 0.0 to 40.0 Win at 83.0 over '191.32 .in 40.0 lb/in at 274.32 over 116.88 in SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force =-1085.966 lb Simple at 249.36 in Reaction Force =-8180.125 lb n Simple at 391.2 in Reaction Force =-2408.455 lb MAXIMUM DEFLECTION *** 0.4024534 in at 115.1153 in No Limit specified MAXIMUM BENDING MOMENT *** -141803.5 lb-in at 249.36 in MAXIMUM SHEAR FORCE *** - 4350.454 lb at 249.36 in MAXIMUM STRESS ,*** Tensile = 1725.325 lb/in2 No Limit specified Compressive = 1725.325 lb/in' No Limit specified Shear (Avg) = 104.6726 lb/inz No Limit specified V Simonelli, beam D, supports inner.end of str ridge beam, 31-2 x 11 7-8 LVL Beam Length: 251.04 in .° , Location: 0.0 in 0.0 . in 0.3803136 Deflection 0.0 — ---; - 0.3005479 deg 0.2443742 ° Slope 0.3005479 66247.45 lb-in �� L 0.0 . Moment _- ,.-;.___ - __ _=---- ,. I¢ -r-------------`-----.-0.0•:: •p *. }; + T,I i , i — 879.3563 lb .,'_TNTO' _I _�_ 478.5953 f Shear' - — —�'— .879.3563 1806.0332 ' _ �i .4� � ! ! !� 1.1 � III !�! I� �� �'•'i ���' � � �' � I 4- ll Ti f lb/in? ( r� 806.0332 Bending Stress Tensile:0.0 Compressive:0.0 21.15745 !!. I�iI.i�.� I.I•l(�!�i(C lb/inII� a1 ii l 11( l iHj -a. .. .�. Rl Fbi iR FE t f- t 4 iF fpffl�I4i' 1r+(f {{ll IItI.F+, IFilii.. LUJJ i 0.0 Average Shear Sir s 21.15745 ** Simonelli, beam D, supports inner end of str, ridge beam, 3.• 1-2 x 11 7-8 LVL ** BEAM LENGTH = 251.04 in MATERIAL PROPERTIES Modulus of elasticity 1900000'0 Wini CROSS-SECTION PROPERTIES F ' +.- Moment of inertia = 488.0 in^4 Top height = 5.93.75 in Bottom height = 5.9375 in Area = 41.5625 in E . f EXTERNAL CONCENTRATED FORCES ,x •- 1086.0 lb at 79.2 in ` UNIFORMLY DISTRIBUTED FORCES r _ 1.0833 lb/in at O.O.over 251:g4 in + SUPPORT- REACTIONS *** Simple at 0.0, in Reaction Force•=-879.3563 lb . n Simple at 251.04 in ' Reaction Force =-478.5953 lb. MAXIMUM DEFLECTION,*** ` 0.3803136 in, at 1'15.3536 in No Limit specified . m MAXIMUM BENDING MOMENT 66247.45 lb-in 'at 79.2 in MAXIMUM SHEAR FORCE *** 879.3563 lb at '0.0 in MAXIMUM STRESS *** Y Tensile = 806.0332 Win No Limit specified. Compressive = 806.0332 ,lb/in 2 No Limit specified, Shear (Avg) = 21.15745 lb/in2 No.,Limit specified Simonelli, Header over sliders to new porch, 51-4 x 11 7-8 LVL F-F f FTT F F r T 17ITT r(1Tfi Beam Length: 150.0 in Location: 0.0 in I - i 0.0 I in s 0.4532509 Deflection ,• xe 0.0 . -- 0.5367911 deg 41 0.5708089 Slope 0.5367911 270795.6 I I Ib-in ` I _ - - LLI 5 0.0 Moment 0.0 6076.875 1� ! !_(_I_�LJ111W� ' � Ill1Li1 �lu� T r` `I lb IT _ ` 8281.875 Shear 6076.875 j 2.193.518,, 4 li� 2( lb/in - 2193.518 Bending-Stress , Tensile:0.0 Compressive:0.0 132.8421 •. �; � ,;� f( !'(Ili ; I I111I ;F ; 1 � � �,��,�If�IG I l lb/in' }r :LII11i►�1 II li} �.,,I►ili1 J��I:I��II Ii�III ��,1 +.�.--..._.�..•.,�..,._ _:..:...>_.... _ i lil( l,i� ��I�� 11.i.liL �Lsf.. _ i 1lll.}_i 0.0 Average Shear Stress 97.47369 ** Simonelli, Header over sliders to new porch, 5; 1=4 x 11 7-8 LVL ** BEAM LENGTH = 150.0 in F MATERIAL PROPERTIES Modulus of elasticity =' 1900060.0 lb/in2 CROSS-SECTION PROPERTIES Moment of inertia = 733.0 in^9 ' Top height = 5.9375 in Bottom height = 5.9375 in r Area =,62.34375 inz UNIFORMLY DISTRIBUTED FORCES +® t 50.0 Win at 0.0 over 150.0 in 1.625 lb/in at 0.0 over 150.0 in 0.0 to 88.2 lb/in at 0.0 over 150.0 in 1 4 SUPPORT REACTIONS *** Simple at 0.0-in Reaction Force =-6076.875 lb •� - Simple at 150.0 iri` Reaction Force =-8281.875 lb ' MAXIMUM DEFLECTION *** 0.4532509 in at 76.342 in—, No Limit specified ' MAXIMUM BENDING MOMENT *** 270795.6 lb-in .' at 80.66029 in {'- MAXIMUM SHEAR FORCE -8281.875 lb at 150.0 in MAXIMUM STRESS Tensile = 2193.518 lb/inz' 'No Limit specified Compressive = 2193.518 lb/in2 No Limit specified : Shear (Avg) 132.842111b/in2 No Limit specified a..r.��......�-...��....-wr..�..-...._.._..v_...-.—�.��....y.•...f-.r...�..r.�•:•....v-..sm.,w-;-•.•.r-.+..fir.-a..r.+Fn.+.. ++�.��..+w. ..�+-.•.wri-w.-r �a.K - ..w..-�.rw. t ..raa..--.•.F..«... - J j � v .w fie. .� v �� .i uj'C.' •,. , .. • Simonelli, footings for columns supporting beam D P L 2 n, Input Constants Description Input Constants 6 P,column load,pounds Sc,soil load capacity,psf P :_ 91.8-lbf fc,compression stress limit, , for concrete,psi f lbf 2 ac ttvp.l —4 e • fs,tensile stress for steel ` SC := 1500- d r" 3 in. reinforcing bars" ft2 .003 ti (for 60 ksi rebar,fs=36000 psi) fC;: 3000•psi (for 40 ksi rebar,fs=24,000 psi) Fc Ec,modulus of elasticity for fS ;— 60000•psi Fs concrete(3,122,019 psi for 3000 psi concrete) • .004 Ec '3122019•psi 0.007 Fc =0.003 in./in., concrete compression • strain limit ' Size of footing surface area required`• : Fs= 0.004 in./iri:, steel reinforcing;bar tensile strain limit Sa .= P Sa=0.612�ft2 ry Sc . For,balanced condition,Fc— Fs Depth of footing required Min. length of side required Ls'�:= Sao-' T Ls ;.. Ls =9:388•in .. . ` b - —2 b =4.694'-in -Min. base for"Big Foot" or sonos Depth of lower rebar - E' (LS)2 05 G ' d =b- 0.25•ft : B •_ 2 � . B = 10.593 gin _ d -0.141 oft, Moment Balance ' ' " • • Pressure on soil due to weight of concrete (3 0.9 flexural resistance factor lbf lbf As(fs)(P)d=P(Ls)/4 We := b•150•fts WC 58.673 ft Min. cross sectional area of steel arequired at bottom unless As< 017 Remaining soil capacity.after applying footing' Ls weight As : P•`, „_,. .. ._ ... ._,.Se.,._;=..Sc--Wc_�.__s..Sc — N 441•t03 lbf fs d.. 4• _ ft` s =0.024-in 2 p i - Check if upper compression steel is required ' For balanced condition, Fc= Fs By similar triangles, c/d+0.003/0.007 =0.42857 for the balanced condition of Fc=Fs. If c/d> 0.42857, then upper compression controls and upper compression steel requirements must be evaluated. B - Ls 2b a - As fs (P-B•fc•in) a =0.523 oin ; a c =0.582 oin c — =0.343 If c/d>0.42857, then upper compression steel is d required unless Acs< 0.17 " If compression steel is necessary e ;= b - 2.00004-in from the illustration and depth of footing calculation' Ls' Acs,= P 4"•fs-p•e. Acs =0.015 oin2 �. Footings are to be 14 in. min. x 14 in. min. x.Min. min. deep with no rebar y 2 SEA&B Engineering P.O. Box 688 Eastham,MA 02642-0688 (508)240-3987 June 6,2016 Mr. Joseph Botelho P.O. Box 285 West Barnstable, MA 02668 Reference: Simonelli Residence,36 Johnson Lane,Centerville,NM Dear Joe, Please refer to my report dated September 28,2015. On sheet 1 of that report,beams A and B (two beams B) are called out to be 3 '/2 x 9 %2 LVLs. The supplier sent these as 3 %2 x 11 7/8 LVLs. This is acceptable and provides greater strength. Also, the illustration on sheet 1 should have a 4x4 column at joint 2 from beam A to beam D, approximately 13 +/- inches long Connected with Simpson PC 44 and EPC 44 connectors. I have seen this area and it is very acceptable as constructed.--, Regards, , f ✓ Richard P. Anderson HARD Shea, Sally From: MacNeely, Martin <mmacneely@commfiredistrict.com> Sent: Thursday,June 01, 2017 12:53 PM To: Franey, Patrick Cc: Shea, Sally Subject: 36 Johnson Lane, Centerville The fire alarm system for 36 Johnson Lane was inspected and approved on 5/31/17 Martin I 1 ASPHALT ROOFING— V SMOKE UETECTCR.S REVIEWED EX0TING TYP. IXB/IX3 L�—((//�� C�J 0u�V4 RAKE BRDS. -��� TYP. IX5 SOFFIT V I 1 B IX5 FREIZE/BED MLDG.h Ew SIDInIG \-I AA E UILDINGDEPT: DATE 4- 'II — B HEM°°°51N° - , FIRE DEPARTMENT DATE doo ❑ ❑ O r�Co BOTH SIGNATURES ARE REQUIRED FOR PERMITTING — ' EX ZT G FRONT ELEVATION - -- — — — _ IX5 FR IZE/BED MLDG.jT = --AS—HALT ROOFING_ TYP. IX5/IX3 - RAKE BRDS. _ ING EXPS sHT ELEVATION RI TYP. IX5 SOFFIT -- - .-IX5 FREIZE/BED MLDG. Gc �\ASPHALT ROOFING---.vt TYP. IX5/IX3 ------ —-___— --- =RAKESHINGLES Li- I L� - :FALSE �a REAR ELEVATION TYP. IX8/IX3 _-- --- - RAKE BIRDS. -=A5PHALT ROOFING— - _ -- -- - TYP. IX5 SOFFIT —' —1 _ IX5 FREIZE/BED MLDG. ...... I f� ;r f� EXISTING' •'�� I I �I Ll� LSX��a G u !� �I Ii LEFT ELEVATION BUILDER JOB ADDRESS DESIGN ' DATE REV!510N DRAWN BY PAGE SCALE SIMONELLI RESIDENCE RENOVATION �✓� !���v `� �` 5-19-15 a JB •�cF_lQ 4"=r-o' J� '��"g�g�`g 36 JOHN50N LANE , FDOTINGS 5HALL TEND aBLOW FRO& vERIF DEPTH. ' — W (N PURCHdSE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE.FOR COMPLIANCE WITH I.L l])EXACT SIZE AND I EID BY LOCAL i OF ALL CO.COITIONS A FOOTINGS '- CENTER V I LLE, MA, r LOCAL BUILDING CODES AND ORDINANCES, DESIGNS MAY NOT BE HELD RESPON5101E MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE :ER L SAL ENGINEER EE ELEMENTS FOR DESIGN r SIZE �rpg�494 9534 zl FOR SITE CONDITIONS OR FOR THE USE OF THE5E ORAUINGB DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.vMlly DESIGN WITH LOCAL ENGINEER. .:iTH LOCAL ENGIN<ER AND BUILDING OFFIC 4_5. WEST—. Nd.OX6B X— 28'-O"OUTSIDE OF BEAM TO OUTSIDE OF BEAM pp ` I'STEP .P �J�c O �.J ------------------ Oo�1r 1AJ SIZED II-l/8"LVL HEADER , i`'�D U it Q _ COVERED 3 PATIO'i — �:` y p PORCH — m lB)SIZED/B)SIZED LVL HEADER LVL HEADER /u 2XIG21 COJC,> — m -- N EXISTING .I,_51I I8'_3S5° - StW_ 14'-III' 8'Oy4n; Tr L '(/r-B-OII,' I�B�_06 :U EXISTING M/BDROOM•I DINING I _ ----- -+- I------- - AREA Ex STI < `+ O TYP.SIZED PSL P05T l0 ______________ ,'?1 _- _— —DECK NG ( -�•L OJI LIVING AREA -��_ G KITCHEN EXIST. \/ - -_ — - --•---�= ---- OM I - AREA M/BATH �J EXISTING I O � '����� c���-•�.-����S[����U LIVING {{{ EXISTING -8�I 3_6„ AREA / _ — O .__ - I � Q NEW ,1! f' .,� - _ - KITCHEN MASTER t2,. ?' - -- g \✓�l�i,w,- EXISTING EXISTING \/ ? m "`oJ d� - i`Jc; -��PORCH ) 0 0 ;�U oV x BEDROOM � EXISTING C Q�O�`O�� G D ,IGi �I�J.. — AREA mq� �_� _ BATH EXISTINGL ® ❑ HALLWAY _ y. � �� s• � �/� Y � I I EXIST, EXISTING -•, - ]-2%10 FLUSH HEA ER ABOVE = I EXISTING I [VALL.AY STING ;p EXISTING EXISTING I' EXISTING 2,_0,1:9 0 BEDROOM•2 51T-ING EXISTING BEDROOM"3 RR __ AREA MUDROOM 00 EXISTING /\ ,MASTER FOYER BATH D )D -- �!--J d CErc-RY I_ NEW --_ SEAT ----- E ISTI - E IS DINING N -_ B DR B R AREA _ LAUNDRY O - ---- - EXISTING FLOOR PLAN F F.C.DRYWALL 0 O EXIST.AND O m WALLS a CEILING. -- NEW ENTRY SrEP =:=s------ _••I CUSTOM 10" I --- COLUMNS EXISTING GARAGE I PROPOSED FLOOR PLAN WINDOW 4 DOOR SCHEDULE ----- - ------------- ID QTY MANUF. MODEL " TII NOTES OGARAGE X \ A 3 �-ANDERSEN TW2852 _ B 1 ANDERSEN TW2442-2 C 2 ANDERSEN TW3842 D 1 __ANDERSEN TW2846 E 2 ANDERSEN CWI35 IL IR -----'-.-----'-------------------------------- F 2 ANDERSEN CWI35/AR251 IL IR _ - - G I ANDERSEN FWG60681R H 3 ANDERSEN TW28310 —� I I ANDERSEN FWG6068L J I ANDERSEN FWG6068FIXED NOTE: BEFORE ORDERING VERIFY I BRAND, SIZE AND QUANTITY, BUILDER JOB ADDRESS DESIGN DATE REVISCN DRAWN BY PAGE SCALE SIMONELLI RESIDENCE RENOVATION �-%C✓� ✓ovC� �all�l�ol��U I/ g_19_Ig a JB •�oF� 1/4"=I'-o° J� 1��siglns 3Ch JOHNSON LANE lU (Il PURCHASE OF ORAWING9 LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL fL EXACT BIZE AND REINFORCEM'cNT OF ALL CONCRETE FOOTINGS !3:..1 1.FOO?iNG9 SIIAL'_ERrE*+D BELOW FROSTL"I:_VERIFY CEPTH. -- CENTER V I LLE, MA, (3 FOR ITEUCLN DTIOUSEOR FORT HE USE OFBTHE=CRAWINGB WRING CONBTR CTION.91BLE PRACTICES OFRCONSTRUCTION.ST VERIFY Dc90N•WITH LCCAL ENGI EER. (<.. '-1 ENGIRNEE2 LAUD eU LDING CFF E UE9I BAFV9rgB E ne.Ouse (50BJu494-9534 A ----- 4V 11 Wll BIG FOOT - --- \-TYP.HANGERS W ' L3-2X10'D PT ' Jf____ -.,_._"______________"._.-._.-_.___.-_--.___...__.__..... ....._...... LL 4 F" ~ U N W d O X ........ UN C 2X10 PT 0 16"O.C. T. B O . . ....... .I-. N 0 LU m — __ -TYF HANERS �2X 10 PT G _ �O ^ -TYP.RIM /.-TYP. 2X6 IT SILL '� 0 CONC.C �p U �DUST OVER NEW F CRAWL OI ------- + �jy E SPACE 0 i f- SI O' -n°- - m 2X8'0 O 16 C"O. . m 1 6.6'I ( BILCO �* I LATERAL V I UPLIFT ;; ;; ;I E ;; �; ;; GIRDER BELOW EXSII _ ---� I N•= GIRDER ANCHOR BOLT AND --- i PLATE Wd04ER ii „ " ;' ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; ;; i; __ _} _ ___ _ _ ___ __ __. ________._________.___. 2X6 PT PLATE SHEA 0; t ndw 4cusE DPAcmG I TYP.30"X30"XIv' _I CONC. FTC.W/3-1/2"RD. __ _ N B " S S ' lc ® _ - _ = ___ _ ICONC. FILLED COL. 2X8's o 16"O.G. V MIN. .° Fm 6.1 FR OM D 6 FOUNDATION WALL ' °n \\ 2X8 NAILER TYP. HANGERS °p,° OF PLATES °p.° °p.° °p.° °p. °. _ _ --- -- ---- - - - - - - - - -- - - ---F�ll r-EXISTING GIRDER ee °°•° ° °•° °bn • ° °p.e e° TYP. ANCHOR BOLT SPACING -- +;¢ 4 — -- --- --- —— _-__-_-' -- ------------------_---------- -- -----"`---._.:._._ = Cl . C.E d ZA XAILERP OF NAILERG 3-RXIO'e PT BEAM2%6 PT SIL:. �1©© (I THROUGH BOLT TO EACH P05T 2XI0'e m 16"O.C. I{ WITH TWO 5/8"DIAM.BOLTS. \ Cam`.--:JL IX TRIM BRD. 7.777••' \ ° TIP.JOIST HANGERS -4m. YP.LG066 BASE 8°CONCRETE WALL ° {{ 2XIO PT NAILER BOLTED m BOLTED(UPLIFT 3525) - DAMP.PROOFING CSA °°' 4"PC.RED CON..SLAB `\ IA W-3/4"LAG BOLTS 24"O.G. ° .APPROVED: JC- G A p. °o 2X6 KEY °3 O FTG.�• O• G COYF-:T=D.GRANJLAS � W J . AN a:; L00 R �dn R FRAMING C� FLAN °BIG FOOT ,{ FOOTING FOOTING DETAILS FOUNDATION PLAN PORCH DETAILS 8" CONCRETE WALL BUILDER JOB ADDRESS DESIGN DATE REVISION I DRAWN BY PAGE SCALE 61MONELLI RESIDENCE RENOVATION ✓�!�o����� � �!�������� 8-19-15 a JB •,_3OF� va°=r-o° J� Desiglns 36 JOHN50N LANE - I (i)LOCAL UI OF DRAWINGS LEAVED PURCHASER RESPONSIBLE FOR E LELIdNCE WITH ALL f])E%ACT SIZE AND I REINFORCEMENT BYL LOCAL OF dLL CONCRETE FOOTINGS (::.. FOOTINGS S'.I_L'_E E-T BELOW=ROST_� •/ERIFY DEPTH. CENTERY ILLE, MA. H LOCAL EE BUILDING CODES AND ORDINdNCEB,2 DESIGNS MAT NOT BE HE D RESPONSIBLE MUST BE DETERMINED BY LOCAL 901E CONDITIONS AND ACLEPTdBLE R; 6 RUCNRAL E EM Ni0 FOR DE91GN.8'ZE P.o.Box�bs (5QB)494-9534 OI FOR DITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING,ONBTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. :-1 LOCAL c GINEER AND BUILDING C°FICIeLO, YFBT BdRA'ST BLE Md.pI668' Z — —Is —X BLOCKING Md.95'O.G. __ I \�OG•� •l i - - ryf\O 2X 10 RAFTERS O 16"O.C. E/ 2X8 RAFTERS+>' 16"0.G- 1/2"ROOF SHEATHING _ _ _ -- ---- - - - ------- _ -- ----- - - `-9 -- --- _ -- -- - U 1 1/2"ROOF SHEATHING 15"ASPHALT PAPER 15"ASPHALT PAPER 'NEW SIZED RIDGE ASPHALT SHINGLES ASPHALT SHINGLES RID / ___ ___ ___ __ __ __ __ __ _____ -- _ lEJ SIZED HEADER PENT XI INCs ROO BEAM :; C ;: ;I ;; C •' ;;�9i -- OVER 12'SLIDER BELOW.: 2XI0'RIDGE NEW IZ TRUSSE 2XI2'6 0 16°O.C. IZEo a-ve•L 3-1X11'e -IL'. l IX6 TIC.BRDS- COLUHN6 I CUSTOry 10"60.GOlI1nN6J •'—�—'1 2X12'S s 16"O.G. — FOYER `� LIVING m ENTRY COVERED N PORCH FALSE CHII-INET "\ i�/' Y t? I /-SLATI FLOOR IX DECKING ! -- -----•- -- - -- — 2XIO's PT B 16"O.C, ''I IX15iING ;I / /• EW FOOTING CRdWL SPACE � / I / i - - :__ ___ - __ _ __ I 2X 12 RIDGE J r• i� / II - I / r I ��� ZED BEAM'BELOW I CROSS SECTION (A) w Iz o RIDGE VENT �.._-_�____."..___„__._-_____u_____"__._ _ 2XI2 RIDGE li=; r✓�_ u_ - _ ._'` 2X6 RAFTERS m 16"O.C. R - 1/2"ROOF SHEATHING 2XI2 RAFTERS o 16"O.G. ' —= .. r x ,� •. m \ 15"ASPHALT PAPER RIDGE VENT I/2"ROOF SHEATHING ASPHALT SHINGLES 2XIO RIDGE ° IS"ASPHALT PAPER .1 _ ASPHALT SHINGLES YP_I!!3fS F3C90F s+/- RIDGE VENT -. :_..,.,:I1_,_u__:•1-:'=::::::: 2X10 RID 2X10 PLATE GE ' 2XIO'6 C.J,m 16"O.C. ., ..----'"...... R49 INSUL. 1/2"WALLBOARD ® 2X8 RAFTERS m 16 OZ. E Iz e .1 0_ 1/2"ROOF SHEATHING ' IX3 STRAPPING 2X6'6 m 16"O.C. e 15"ASPHALT PAPER 1/2"WALLBOARD R21 INSULATION _ I zxb PLAre ASPHALT SHINGLES LAUNDRY W.I_C. I/2"WALL SHEATHING 2X8 C.J. a 16 O. ------------------ NEW ----- -- -- EXISTING G-ARAGEHOUSE WRAP OR EQUAL _+ ---:: ............ :.:� _.__ MASTER SIDING _ e 3 IX6 T/G BRDS. �'—J '=C/� I t/ { � BEDROOM AREA - -per' 2XI2'6 ......:..::.::...-1� U _�U V�,7 _____ - J NAI D PLY. CUS OM lo" _ _ ___/ I NAILED t GLUED. � _ ; L- '— -8----- - - ._ O.COLUMNS - - - - ----"'---._'--------------- o to" lfflk�RI IX15TING CRdWL SP,10E --- - -- •.• NEW CRAWL SPACE ENTRY � // _ -` '�4"CONC. SLAB � SLATE FLOOR I I CROSS SECTION CCU o ROOF FRAMING PLAN CROSS SECTION (5) BUILDER JOB ADDRESS DESIGN Q�Q�Q�QQ� �/f j j`� DATE REVISI�•N DRAWN BY PAGE SCALE SIMONEI_LI RESIDENCE RENOVATION �-✓�-✓I ✓l-00 ��� V���(C�0 8-19-15 a JB •�oF� /4"=l'-o" J� Designs 36 JOI-INSON LANE --' PURCN•'-SE OF CRdWINGS LE<vE5 PYRCHdSER RE3PON5!BLE FOR COHPLIANGE WITH ALL (3)IXACT EIZE AND REINFORCEnENi OF ALL CONCRETE FOOTINGS (�:-:_FOOTIN,'a5 5-1-L-END OELOW Fl2.(.5'_:�E VERIFY DEPiM. -- 1- LOCAL BUILDING CDOE5 AND ORDINANCES,,H DESIGNS ryAT NOT BE HELD U,BE DETERnINED BY LOCAL SOIL CONDITIONS AND ACTABLE 1+ .-RI.Y 6TRUCTURnL ELE.1—FOR DESIG:-.-a v.o.Box:ss (SpgJ 494-9-934 CENTER V ILLE, MA, oI FOR SITE CONDITIONS OR FOR THE USE OF THE-DRAWINGS DURING CONSTRUCTION, FRACTICE9 OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. LOCA_ENGII:Ec AND EUILDING OFFIC.A:S. NEST BARA'$TdBLE HA.O 4Ld RIDGE VENT »� RIDGE STRAPS SIZED RIDGE 2XI0 RAFTERS o i6"O.G. I/2"ROOF SHEATHING / \ 15"ASPHALT PAPER / I' ASPHALT SHINGLES s� �2X6'B o 16"O.C. \ i 2X8 PLATE 2X8 PLAT�y C 12'S C.J,m 16 O. ASPHALT ROOFING / FING `-IX6 T/G BIRDS. ® 15"ASPHALT PAPER �ASPHI5'ASPHALT ALT PAPER IZED 11-1/8"LVL'e I/2"SHEATHING\ J ]- �n•�r� 1/2"SHEATHING •`� 'o �_ YP. N2,5A TIES YP.H2.5A TIES COVERED 'W DRIP EDGE _ 111��_L-Y L— .---- ,--DRIP EDGE PORCH 'a �5"GUTTER 5"GUTTER CUSTOM 10" ;x �� 50.COLUMNS ja •�• �IX DECKING !�• - ,2XI0'e PT 9 16"O.G. \�-IX8 FACIA '-�' !X8 FACIA 400 VENT LYWOOD SOFFIT i�,'•\\ \ _ a400 VENT MATCH EXISTING MLDG. ': f-'LYWOOD SOFFIT \ -MATCH EXISTING MLDG. IZED PEAM \ ��)•, `-NOTCH FR'EZE - / -BC6 CAP OR EQUAL ^" TO RECEIVE SIDING. '// �// ////�'//•�%/�;r.Fom� d (UPLIFT 1050) / W CROSS SECTION (D) e#2 (EAVE) --_ EAVE DETAILS EAVE DETAILS 1 +11Y J015T GALV.CARR.BOLTS I — _. . TYP.6X6 PT POST�(I'{'�IoI�C TYP.LCB66 BASE �.. rW LENGTH 20'O" 111,o t BOLTED(UPLIFT 3525) ALL - - --�- �j�\' ,-,� - —'--- - �-�FULL HEIGHT SHEATHING=1O_-3"I— AD WALL LENGTH=�O" \ FULL HEIGHT SHEATHING=10,_O,I' .`•, \ ACTUAL SHEATHING=_r�% \ IT I (MIn. Requlred��%) °p ACTUAL SHEATHING=��% \�\ RATIO- (rift. Required_°'`%) I �\ I EDGE NAILING=__�LO.C. / < •.AO RATIO= L G= 00 \\ 'FIELD NAILIN _IO.G. — J ° EDGE NAILING- 6°O.C. I ---------' FIELD NAILING=�_O.C. \ � Qn� L--------------- - ,� Qc — - •O .. II '1•.111 LL HEAR Mill �,� SHEAR:: SHEAR:_, 100% j� w<u Ap WALL WALL " SHEAR �• .. . .. rl.'WALL I` l '4'-9 31/32"'. ..V-2 5/32" i"' I .•.. .f- 10.s' -9'h eA ° - -- (�o'BI� FOOTe 'o SHEAR WALL SHEAR WALL RIGHT ELEVATION REAR ELEVATION - - BUILDER JOB ADDRESS DESIGN _ SIMONELLI RESIDENCE - DATE REVISIC DRAWN B7 PAGE ISCALELE RENOVATION ✓�✓w�v�U U�0 U �� v����U 8-19-15 « JB ✓B I��signs 3(o JOHNSON LANE - W (I)PURCHASE OF OR<W:NGS LEGVES PURCHASER RESPONSIBLE FOR COY.PLIAIICE WITH ALL (])EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE:OOTINGS - -'_=OOTINGS SHALL- 1D BELOW FRC9T_ vERIFT DEPTH. M 1- LOCAL BUILDING CODES AND ORDINANCES..B DEWGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITION5 AND ACCEPTABLE ( -'=T 5M'lCTURAL ELEMENT5 FOR DESiG T S-zE P.O.BD sss (Jr'OBl 494-9534 CENTER V I LLE, I IA. Z I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRGCTILE9 OF CONSTRUCTION.VERIFY D'c51GN WITH LOCALE 51NEEi. OCA_E GINEE4 AND BUILDING CFF•G e51 BdR•VSr49 E M L I—' AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE MASSAGHUSETTS CHECKLIST FOR COMPLIANCE C f80 GMR 5301.2.LIJ COMMPCHECK LIANCE GiC '\� O �� w?", I.I SCOPEE POSURE .J U WIND SPEED(3-SEC.GUST) ....... '�- ,�• ��„ _______________________SEES_-SEES_-._____________._.._____.._.SEES_.IIO MPH a'•',yi.�.::.+, 1 WIND EXPOSURE CATEGORY---------------------------------------------.____.-._-_-_____-______.__...------B 1.2 APPLICABILITY I NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) STORIES<2 STORIES_�LDESCRIPTION VUHBER OF OMMON NUMBER OF NAIL SPACING ROOF P[TROOF__________________________________LEES_ (FIG 2) ..___.,__-_ --------------- 14 rT 13B I/ ROOF FRAMING ION NAILS Box NAILS MEAN ROOF HEIGHT._.-------------------_____LEES.------ (FIG 2) ---------------.---------------._-_._J.4_FT C 33 �� BUILDING WIDTH,W-----------_----------------------- (FIG 3).__-_____________--_---_______._.____20-FT<80 �L _.._ BUILDING LENGTH,L_____________________________---. (FIG 3)._._____.___--__-__--.--SEES_.-___.-_ 20 FT C 80��_ BLCCKING'-RAFTERS(TOE-NAILED) � 2-Eo T- 2-I01 EAC4 ENC BUILDING ASPECT RATIO(L/W)-----------.SEES........ (FIG 4)___ ----------------------- C 3:1_1L RIM BOARD D RAFTER(END-NAILED) 1-16d 1 3H6d EdGH END NOMINAL HEIGHT OF TALLEST OPENING------- -------- (FIG 4)-------------------------------------.—A'(6'B"_v` WALL FR=MING 1.3 FRAMING CONNECTIONS TOP PLATE INTERSECTIONS!FACE-NA(LED) 416d I 5-,6d AT JOINT5 GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.._. (TABLE 2)----------_----------------------------------- -V STUD TO STLO(FACE-NAILED) 2.16d 2H6d 24"o.C. P.FIELD NAIL SPACING HEADER TO-FADER(FACE-NAILED) 16d I 16d I6'O.C.ALONG EDGES 2.1 FOUNDATION \ m FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 180 GMR 5404.1 ed COMMON 6"O.C, - _ CONCRETE.___--_--- --------------------------------------------------------------------------.------. �� \ J015T TO SLL -CP PLATE OR GIRDER ROE-NAILED:! 4-Bd 4 011 PER JOIST CONCRETE MASONRY_________________________________----------------------------------------------- TYP.1/16"WOOD ',•`',, ••," E 2-Bd .1Od EA dH BLOC BLOCKING t^:GIST(TOE-NA'L DI STRUCTURAL PANELS BLCCKING T_SILL OR TOP PLATE(TOE-NAILED) 3-16d -I6 C K 2.2 ANCHORAGE TO FOUNDATIONI' LEDGER S;RI=TO BEd M,GR GIRDER IFdCE-NAI'_E 3-160 4-16d EACH JOIST 7--- 5/6"ANCHOR BOLTS IMBEDDED OR 5/8•'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY ,. ,,,'N'•: -,"•_ O ST*,F T M A E- 3-Sd 3-'Od Pc. J IS __-_____- i-__. " 11 ... \ '•>"•>"..'.. ••> >•>, -___ EDINAILED) 2-Ibd 3 PER 1T JOIST N F' R O BEAM O NAIL \ BAND JOIST':J JOIST(END-NA(_ED) 4-Ibtl PER JOIST BOLT SPACING-GENERAL ________________ (TABLE 4)-______..__.._____.__________._____ �Z 12,�_ \ BAND JOIST•D SILL OR TOP PLATE(TOE-NAILED; _ Ibd PER JOtSi BOLT SPACING FROM END/JOINT OF PLATE..--.._-.(FIG 5).__.-.-SEES-------------SEES__ 6, IN.<6"-12"�� '- - BOLT EMDEDMENT-CONCRETE.....................!FIG 50.__--__SELLSEES-_.._____-SEES__-___-�_IN.>l"�/ � ,. ,. ',^, �^ ROOF SHc-.THING __ BOLT EMBEDM'cNT-MASONRY....------_------LEES-(FIG 5) SELL-EELS_.......-------------�_IN.)15"—•� �)`' . TYP.EDGE NAIL SPACING ''•,"'• ---- —'-- WOOD STRt:.;TURAL PANELS H R.______.SEES_-.._-.-SEES-_._______. (FIG 5I______________________________________)3"X3"XI/4 >"'^•:•,",> ',>PLATE WASHER 49 E �� I (Bd\\MM\ 6\\G.\ -,^ RAAFTEf.�OR TRUSSES SPACED UP TO I6`G.C.' Ba 1 Oy 6 EDGE/6"FIELD __ 3•1 FLOORS _ -.. AKE TRUSS EDGE.6 FIELD ' TRU SES SPACED OVER 16"C C. Ba 10d 6"EDGE/4"FIELD FLOOR FRAMING MEMBER SPANS CHECKED-------..__.(PER 160 CMR 55,00)---------- -________. —L_ III II 1', RAFTER CONNECTIONS - - ' MAXIMUM FLOOR OPENING DIMENSION..---------------(FIG 6)_________________SE --------- Q FT<12' NON- ',TYP.H2.5 TIES TYP,HORIZONTAL DOUBLE GABLE C'.,UAELORAKE OR RAKE TRUSS Ed ( ICO EDGE/6 -IELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)_____________________________ - -� LOADBEARING I '. N 'J/STR-:'JRAL CUTLOOKERS A - STUD HEIGHT AIL EDGE(STAGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS (Il `, � GABLE F-.:.uUdLL RAK-c OR RAKE TRU55 ed IGO 6'EDGE/4"=IELD SUPPORTING LOADBEARING WALLS OR 5HEARWALL.(FIG 1)------------------------------------- 0 FT<d L UPLIFT 1 PATTERN Bd COMMON a 3"O.C. W/LOCKCUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL Jr LOADBEARING uEGHT 20' 1 /� �, off ' - CEILING c=EATHIING SUPPORTING LOADBEARING WALLS OR SHEA-WALL.(FIG 8)_______________________________________Q FT<d �L P.l/16"WOOD STRUCTURAL STUD HEIGHT —- -- -- -- )'> ',> `�> GYPSUM WALL SCARD Sd COOLERS T"EDGE/!O"FIELD FLOOR BRACING AT ENDWALLS.,..___________________(FIG 9) ------------------------------------------------ —L �,I I VERTICAL PANEL SHEATHING FLOOR SHEATHING TYPE..-.....-.....................(PER 100 CMR 55.00)..---------------.___.-._---------- _�L iI '� '1 •`. 6III MAX.WALL WALL SHE_%THING FLOOR SHEATHING THICKNE55_________________________!PER 1 50 CMR 55.00J..LEES.____.____-________. - IN.�� ;I I I - - HEIGHT 10' ---- -- FLOOR SHEATHING FASTENING-S E L L S E E S L E E S.__._._.-_ !TABLE 2)-@_d NAILS AT,�JN EDGE/J?_IN FIELD_�. I ) SPACING(ed COMMON I/]ADND 25,4 ---DIBERBO 24" PANELS ea IOd YP.VERTICAL EDGE NAIL WGOD STRUC rJR4l PANELS a'EDGE/12 FIELD I _ 3'EDGE/6'FIELD 4.1 WALLS 1/2"GYPSUM_A LBOARD 5d COOLERS - l"EDGE/10"FIELD WALL HEIGHT LOADDEARING WALLS.- _........._------__•(FIG 10 AND TABLE 5).-__________-SEES_--_.._A FT C 10'_L- � III , 'I > '•,��� DNA 4CIN FLOOR SH�_ATHING ' NON-LOADBEARING WALLS------------------------(FIG ID AND TABLE S).-_-__.----------------�-FT<20;=L I' I1' _ •',> _` C MON G WOOD STRUC*�:RAL PANELS WALL STUD SPACING._______________._------------ _..(FIG 10 AND TABLE 5)._.-_.__.---------- Iry IN<24"O.G.�L_ II 1 1 60 IOd G WALL STORY OFFSETS--_____- -----------------(FIG l(5)-----.-_-SEES____---------------_._._Q FT<d_.i .,' GREATER•.°AN 1" 1Od : toe 6 EDGE/6"-IELD I . > P — '- -- � o G 8d OM O 4,2 EXTERIOR WALLS' WALL STUDS 'Il 1 II� �I; I' F••'',' GENERAL NAILING SCHEDULE LOADBEARING WALLS_________ _____._._--.___.-_.(TABLE 5)._.__._.-_____.._-ELSE .-.-.2X.�-�FT�_IN_��__ °LATERAL - 1 1 I� __ NON-LOADBEARING WALLS------------------------_(TABLE 5).--__.---SEES-.-------------2X_121--1_FT_Q IN_V GABLE END WALL BRACING' FULL HEIGHT ENDWALL STUDS._.________________ __.(FIG 10)---------------- ._-._.--..SEES__-__________. WSP ATTIC FLOOR LENGTH.-_-_-.SEES______________(FIG-ID.__..-LEES-_.SEES..._SE S_-__..____.--0-FT>W/3 II E GYPSUM CEILING LENGTH(IF WSP NOT USED).........(FIG-II)--SEES................. ........ FT)0.9W AND 2X4 CONTINUOUS LATERAL BRACE m 6 FT.O.G.(FIG-IU-.__-SELL.--_--SEES...... ........... ........ -]l �dn^.°O'e 5HEAR 1��I`' ° J \ c ° F' m I6"SPACING MIN.WITH X4 BLOCKING m 4 FT SPACING I __. °OR IX3 CEILING URRING STRIPS SP NG 2 SP C G N END .SEES.... __L R c p '°' ° ( - ° '' ° �OUBLE TOP PLATE. n JOISTOR TRUSS BAYS-------__----------__-------------------------------------------------------------- _� o a ". 24"O.G.MAX. c'•'° �• '°' 24"O,G,MAX,°' ° \ DOUBLE TOP PLATE °B�e .°d'n ---�-'---- SPLICE LENGTH..___-_ ...........(FIG 13 AND TA'.4LES).__.__.._......-_________-_.�.FT o STUD SPACING, STUD SP4CINGp1d°°° ----- -_=""'--'- -' - SPLICE CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 6)________________________________________�_- ° LOADBEARING WALL CONNECTIONS °'° ,°d o °d e ,°d n ,"d e "T e°,°d e°,°d n°,°da d' w •<c LATERAL(NO.OF I6D COMMON NAILS)---.--------(TABLE 1)___-------________ _. - '°' NON-LOADBEARING WALL CONNECTIONS o• o • o ° o +� o• a 1 LATERAL(NO.OF Ibd COMMON NAILS)-------- _-.(TABLE B)_________________...______..._.--------_Z -�/ d'n J•n .< .°d�° .°d'• I I DOUBLE HEADER' LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE S) HEADER SPANS---------------------------------(TABLE 9)....................---------AFT 0IIN.<11' SILL PLATE SPANS ..............................(TABLE 9)---------.-..------ ,. -------QjT 0 IN.<11'�L I I 1 ) I�i 1' FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE S)-------------.--------.----------------—3_ v___ MAXIMUM WALL STUD HEIGHT , STUD SPACING FULL, NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) I HEIGHT HEADER SPANS ------------ __---------------(TABLE%)----------------------.SEE S_.__2_FT QIN.<12'_I/ RAFTER CONNECTION AND WALL SHEATHING II 1II�STUD 1� SILL PLATE SPANS-------- ____________________(TABLE 9)-----------.____--S -Q IN.<12'--J,-_ FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 9J------------------_--------------------- 7_ _\� REQUIREMENTS AT EAC--END OF HEADER ) -DOUBLE..ACK STUD EXTEI�IOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY MINIMUM NUMBER OF 1 MINIMUM BUILDING DIMENSION,(W) HEADER SPAN HEADER UPLIF' LATERAL I I WINDOW SILL PLATE II FULL-HEIGHT _ { NOMINAL HEIGHT OF TALLEST OPENING..... -.. (FT.1 SIZE .-_______________________SEES-..___.-_ -SEES-_.___.b�"(6'8 —� (LB..STUDS HIN TYPE ___________________________(NOTE 4)._._._..._____________-_._._____._.___. I/2 - ..-_--.._._,LESS_____________________ - .' IJ _. __.-ELSE__FIELD NAIL SPACING_____________LEES.__.SEES__-.(TABLE 10) IN.�L ---- _I I --- ----------. SHEATH G Pc._.-_ IN. -.-� EDGE NAIL SPACING__________________..-___.___.(TABLE 10 OR NOTE 4 IF LESS).-SEES___ _________IN._�� 2' 2-2X4 I 2ll 132 f SEES_ SEES I SEE PAGE 5 OF 6 3' 2-2X4 2 416 198 I {'^ 'I''• I 111 SHEAR CONNECTION(MO.OF 16d COMMON NAILS) (TABLE 10)----------- -_..-_ ._________ EELS__ PERCENT FUL L-HEIGHT SHEATHING................. 10)------------------------------------ _)� 4' 2-2X4 2 55•- -__ 264 1 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'B"(DESIGN CONCEPTS)_________________________ —Z 5' 2-2X4 3 — __ --__.... NOMINAL HEIGHT OF TALLEST OPENING 2____________________---------____-------------_--------6�<6'B"�_ �.. � -_.. _ ELSE.. . _ _ 6' 2-2X6 3 83! 39'0 �- �-� �..-� ----------- SHEATH � ING TYPE-------________________SELL-__-.(NOTE 4)-.___-_____-_____SEES._-__________-__-__1L2_IN.� "1' 2-2X8 3 910 462 —�-�------+-- _—_._ EDGE NAIL SPACING----------------------------- II OR NOTE 4IF LESS)---------.----------_IN. 2-2XI2 3 I,IOB 52B d'n .°J° . e <C .°d'e .°A, .-{d G ___ FIELD NAIL SPACIN _____________ ______________(TABLE 11)._____.___._____________.______-_______ IN.—� SEE PAGE 5 OF 6 — q, '> ° c SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE II).__._.___SEES_______________________LEES � D?4 •-4 ^, o •° _ e • ° ° c PERCENT FULL-HEIGHT SHEATHING !TABLE IU--------------------------------------- =1 10 6 °3-2XI2 4 1,385E 60 I� Gro d'n .°.-a . e•°A• °A.. )•° °p•°°°dn 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'B"(DESIGN CONCEPTS)-------------------------- �� — --' c A �P C °a ° WALL CLADDING II' 4-2X 10 4 1,52- l26 c - c.°F ° c ° < °° 3"X3"XI//<"PLATBE WASHER c RATED FOR WIND SPEEDT--------------_-----------.--------.-------------------------------------------- _1— J'e ::'n ,1n Jn d'c d'e d'e d'e .°d'e 5,1 ROOFS WALL OPENINGS - HEADERS ROOF FRAMING MEMBER SPANS CHECKED1(FOR RAFTERS USE AWC SPAN TO L,SEE BBR5 WEBSITE) I N LOADBEAR I NG WALLS d;. °d n°°.°0'n•.°d'n°.°d'e°.°d'n ROOF OVERHANG __.!FIGURE IS).-------------_..24_FT(SMALLER OF 7 OR L/3�/ __ -_ '•.,.: �_�—__-,-'.�—._ --"— TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS PROPRIETARY CONNECTOR5 UPLIFT------------- ---- -----------------.__.(TABLE(2)............. _..-._. U.3lOpLF-_..SEES_LEES. —._.—. . LATERAL---.---. �-.-. ____________________ .______...____.-_...._.SEES_._______.U��yLF_1� \, 5HEAR._.-_ ______________SEES.-__.(TABLE 12)._______.-..-______.. SEES=-3--PLF RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 151E______--..__T__________________T°34if-LF GABLE RAKE OUTLOOKER_-----------------------____(FIGURE 20).__..___.._____5" FT<SMALLER OF 2'OR L/2 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS PROPRIETARY CONNECTORS UPLIFT----- ----------------------------------(TABLE 14)------------------------------------.U24171 I.B.=� LATERAL(NO.OF Ibd COMMON NAILS)----------(TABLE 14-------------------------------------L-14aL _>L STUDS AND HEADERS ROOF SHEATHING TYPE_____________________________.(PER 100 CMR 58.00 AND 59.00)--_-___-__-__.___ _ _� ROOF SHEATHING THICKNESS.___________ ---------------___-------------------------------- 1/9 IN.)l/16"WSP ROOF SHEATHING FASTENING---------------_----- (TABLE 2)..------------------------------------------- AROUND WALL OPENING) BUILDER J05 ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE SIMONELLI RESIDENCE RENOVATION ✓� ✓� ✓�Uv� U�U ul% OV�o�DO // 8-19-18 a JB »�cF� I/4"-1'-O' J� 104sslg(ns 3ro JOHNSON LANE Uj (I)PURCHASE OF DRAWING5 LEAVES PURCHASER Rr$PON515LE FOR COMPLIANCE WITH ALL (2)EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS FOOTINGS SHALL EXTEND.0-OH FRCSTL.\E VERIFY DEPTH. - > 1 LOCAL BUILDING COD-FS AND ORDI NANCES,JB DESIGNS MAY NOT 9E HELD R=5PON51BLE .'^WBT BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE !� �=R FY STRUCTLRAL B_MENTS FOR D- 11 I='ZE � P.O.BGX es 15,pg�494-9534 CENTER V ILLE, MA. ZI FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VB2IFT DE61GN WITH LOCAL ENGINEER. LOCAL ENGINEER AND BUILDING CFFIC•A_S EST B4RNBTABLE HA,0288E' �pGaA`a� �'f.Q�� ' ;_ �.. PL001� ZONE: ZONE: ASSESSORS RE -7- c)J o �� •r ti / Legend: 1 : —1 Map 193, Parcel 042 /IIIJ,, c•^,e15\'—' -''� ... NO Zone B I. RD L�r �a . ubt�c ' 1. The• rop*ert line information shown was Po1nt p y . Community Panel No. Area (min.) 43,560 SF } r�' ° , >, Landing Shiley Ceder Tree comPildd 'from available record information. #250001 0-015 C Frontage (min) 20' y�ERLAY DIS C T. Width (thin) 125' �c� August 79, 1985 AP — Aquifer,Protectibn District a ` � 2.) The topographic information was obtained Setbacks: N��lnn „ $• NYE from an on the ground survey performed on Front 30' .� ,• �- I' Side 10' P1 • Deciduous Tree or between 04/APR and 29/APR/14. �` t\"' Rear 10' 3.) The datum used is based on the Lake elevation, least — ��;;� ' \� �,9 S#on NGVD '29, a fixed mean sea level -datum. e k I + Coniferous Tree ce, 34 x� ;�'• -' .._ r p Wetland Flog N/F jonsson C8 DH 0 CB/DH Brian & 31G 197/345 o - 0 + �f \ Guy Dg19 a a\ + A LOCADON MAP: Utility Pole a! 1" = 2000'± OHW— Overhead Wires o i — —25— — Elevation Contour " 2�3 'by P\o t - ...................- Underground Utility Line 7.35 p0"\o ( f — 5........ .• CiI��CTiOiVS: 7 28 �a ........................... o _ •' From Hyannis Follow Route est e a o� 205' tin9s �' \ right onto rStage ds nRoad,eand kbear Pion a right onto Shootflying Hill Road; �`•, _G pROWEELs ` Take a right onto Johnson Lane; £ DRYO£CK a & O Site is• on the left, #36. s O \ !_ R Lawn CB/D'H FOADp1��pNOFF La ® Fnd \ o PROPOSED ROOF R ADpMON A o.. � •C0 0 ,' #36 OL � rn3 r \ . , o '. \ q sty 1� f{15 ® �9 e \ Lawn Approx I•D W ell in�� m� o $ Lot 3 " c System 1 a 0 422±SF Stone Riprop Septic 2 , by eoH _ — a e sb 7t card ,} To L k Edge \ \ \ Brick Walki� z \ \ \ e m a trj r e �F 4 i Lawn + <� � •.. �' \ Edge Of Lake \ 25/APR/14 o c \ \ #16 O. \ B+ �i o PR PAT 0 D \ OO �W \ \ r, o f' Slab EI=38.9' - L \ D �. O paved ve ac Plantir 5..':............ V" > LG \ �o SS: - \ \ S 00 L OOQQ , s 5� J lantin9 - ----_ J , _ o • a 000 _ \ P '..... •. .=- Plan •. \Lawn �QOOc]CIO` - N85°3500"E ± b \ \ e o Pot& oii Fence N/F Geller Old \ cep Daniel & Sandra Cranberry \ y „P D825856/11)`� g 7\ �lF P; Bog ���L.,eQr°�t'.,�,i1 7HM EI=38.8' NGVD 29 •^ - ^ r�3 \ to of CS DH \ \ s r re ared Prepared For: Scale: , Tiele: `-�~•. -1s ' P Y� �� 1 '=20 Proposed improvements Plan Of Sullivan Engineering, lnl.,,. CaoeSury Barbara E Simonelii 0 SN zu 1ii�,O 36 Johnson Lane Date. PO Box 659 23 West Bay Rd, Suite G 36 Johnson Lane 21/MAY114 Osterville, MA 02655 Osterville MA 02655 Centerville MA 02632 19ARNSTABLE (Centerville) ( ) w . (Centerville (508)420-3994 (508)420-3995 fax C489-4g1 508 428-3344 (508)428-9617 fn k capesurvOcapecod.net