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HomeMy WebLinkAbout3795 MAIN STREET u t , F 1 � � r'. 'y., t ';1� r',i{. +li ph Y �1 ye a d !t t ",r rV'1.+' c dk v;, ,,� ;dur, t10$'txy a • r,. {" !. . �:- �* t o rya .•, * rd"r3.. ;i,'" lh 4, "' 3x .`�''.r. c. fit**, `". r. „R - - ',o IE.• .:.,_ :e.. _ :: s;.. _ .° r • a 2V, 371: tr 'o tit ;_. ........ t a• ° a - ° u �}�,ta,,x+, t, � .c, I} 1 .r�l tot,' Ai �r} • +1.. ' , rr 1 r�`+ i aj r w ` }� � m tF � ° ia; ,a d•r, . - ° ro � � ° - a � 7 .mow ', op 1 • P . ,. .. u ,. ° ° - a o $- ° „ ° m ., 6 �. p 'k D.• ea F m a e _ ° ° x ° 4 ° m i p .r - , o e u. e , a .• m e 0. W . a p a .. - ° A ° c • u ° yt e ° - o o W k:1.3N. . �ro^. .. _ " Town yo:m f Barnst(..Ea..m ble w..;..... i�, - a. .i.�� x. . .,o uiling Post This Card So That it is'Visible From the Street_Approved Plans Must be Retained onJob and this Card Must be Kept i `$ iPosted.Until Final Inspection Ha,s Been Made A . ak ' _' Permit �•, Permit aWhere a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made = a ,,--_, ..-....a--,..,-..,.......a 1,41n.- ,-- 44^04r._.40....°..«,...?..,.a u 1`.. - ... . ..0..7,,-6....1.,. s.Sn.,„.,.,$:.,....a.,,,,,v.-,..,..e.....A- .44...,eh.. ....... ,...,....as ..,..: ., ,i...b Permit No. B-20-851 Applicant Name: Jasen Muto Approvals Date Issued: 03/18/2020 Current Use: _ Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 09/18/2020 Foundation: Location: 3795 MAIN ST./RTE 6A(BARN.), BARNSTABLE _ Map/Lot: 335-012 Zoning District: RF-2 Sheathing: Owner on Record: SQUIBB,JOHN B& EDITH V Contractor Name: '.JASEN MUTO Framing: 1 c Address: 9 SCUDDER'S LANE Contractor License: CS-109029 2 BARNSTABLE, MA 02630 . ,"" 'Est. Projectj Cost: $5,827.00 Chimney: Description: Removing existing roof and installing new CertainTeed Shingle ,':Permit Fee: $35.00 Asphalt Roofing in Weathered Wood (like for like) : ? l ° Insulation: Fee Paid:� $35.00 Project Review Req: ,. : Date: 7 3/18/2020 Final. � ��0 Plumbing/Gas Rough Plumbing: •- '' building ufticial This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. a - Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:! 1.Foundation or Footing i Service: 2.Sheathing Inspection , 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed,, ,_„ ___:„,_____4„...-----' ..w: r.. „,__ -----r Rough. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final. 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Pe :.n tracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: R Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT _ Final: ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 35- Parcel ©/a Bu'LDI NG 1D p Application# /3-/L /5� l �U Health Division ',U, Date Issued /0 9 /« ry Conservation Divisioni------ TOWN NOF ie ��� Application FeeSr) l 435- Planning Dept. BARNSTABLE Permit Fee ..-0 Date Definitive Plan Approved by Planning Board . Historic - OKH Preservation / Hyannis 421 ii S1,9 ;2 s Project Street Address 3�1'!S - J,L r v Crj-s Village r Owner SD ebo 4 an-At so,as Address map . }. t. Telephone Ste$ 02 ,6 /iv Permit Request eta . jcajl/t y 2J'7Xif�h 44,2X 13 ) A444) ' © 0) 4 'x4' 7r¢v g q-itekl/ cp 'J Square feet: 1st floor: existing gt3 proposed V ali, 2nd floor: existing 6 proposed b Total new/ 7.4.5 Zoning District Flood Plain Groundwater Overlay Project Valuation 75�a Construction Type As U4rie- posr- giAti I nick, II Lot Size 3ag 333 sg Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family U Mult-Family(# units) Age of Existing Structure /$cs Historic House: '4 +t'�'No On Old King's Highway: t ❑ No Basement Type: ❑ Full ®'Crawl ❑Walkout ❑ Otl per 11119/ Basement Finished Area (sq.ft.) d Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 0 new C) Half: existing new Number of Bedrooms: p existingew otal Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Eas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes 0lo Fireplaces: Existing d Neves Existing wood/coal stove: E Yes ❑ No Detached garage: 'existing ❑ new s&ze_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use • APPLICANT INFORMATION (BUILDER OR HOMEOWNER) cJ U Telephone Number Name �V/ � Of/ a16 illy- I Address 1-041+1 License# C S— p 340 - RA06-1744914, Alii- .o'p?63O Home Improvement Contractor# Email j oltttbsialh atc.owicks-1'..h Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO APAK4424 ,cf/ SIGNATURE DATE I////p0l6, FOR OFFICIAL USE ONLY APPLICATION # F 'DATE ISSUED r MAR/ PARCEL NO. ADDRESS VILLAGE OWNER ti4 • t DATE OF INSPECTION: • FOUNDATION • • FRAME �- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH • FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • Town of Barnstable - , Regalatory Services Rirliard Y.Scan,Director , . 31: . �� _ - . BthIdloag Di�ion . (t R � Tom Perry,Dialling Commissioner 2•63g- -, 200 Mom.Street gyms,MA 02601 • Eo► wcvw town.ba r s fable mays Office: 508-8624038 Fa= 508-790-6230 . HOMEOWMERr-rrE]crcF.7o TTON + P1iescPdnt DATE: 7/tO //la /p / Q �Q JOB LOCATIOR: 3 7T5 . •" / carfDA' 1.��� 7� nnmb�r !( . _ ..5'd9 a�uq� "SONlEOW2gR= `ram"�"' scut- . hamephone# work phone# CIIBRENri EINGADDRESS: — ` • • . city/tows - • sty zip code The current exemption for`homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeow n.er's to engage an mdiyirinat for hire who does not possess a license,pi uvided that the owner acts as supervisor_ D.F1NflTON OF HOMEOWNER •Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which these is,or is intend Psi to be,a one or two- famiiy dwelling.atta.cbed or detached strictures a rr-Pssory to such use and/or farm structures. A person who constricts more than one , home in a two-year period 41711 not be cansidered.ahomeowner. Such 5.omeownef'.q11 T.1 subraitin the BmiTriing Official as a form, acceptable to the Bribing Official,that 12thliZ qT1AT!be responsade for all such work perfo nedniderthebm1dmapermit (Section 109.L 1) - . The undersigned`homeowner'asr�es uaponsbfity for compliance withthe State Bril ig Code and other applicable cotes, bylaws,roles and reg laboos_ - - . • The undersigned`•lomeowne f'cer(ffies thathe/she understands the Town ofBa=nstable Building Department minim inspection pro ,. ..: requirements andtbat he/she will comply with said procedures and requirerneris. o % Approval ofEiiparing OtSciat dwellingscontamin cable feet or larger wiUbe required to comply withtbe State Br'rTriing Code Note. Three-family g 35,000 Section 127.0 Coustrnrkon Control- gpMEOWiE$'S EKEZMION The Code states that 'Any homeowner performing work for which a brriTtlin permit is required shall be exempt from the provisions of this section(Section 109.t1-Licensing of construction Supervisors);providers that if the homeowner engages a person(s)for hire to do sack work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are uaaware.that they are assuming the responsIiTrfi'es of a supervisor (see Appendix Q,Rules&Regulations for Licensing Constriction Supervisors,Section 2..1.5) This lack of awareness often results in serious problems,particularly when the homeowner hires Tmrrensed persons. In this case,our Board cannot .proceed against the unlicensed person as if would with a licensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible. ' To ensure that the homeowner is fully aware of his/her responsrrlff ties,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsiblT 'Ps of a Supervisor. On the last page '• of this issue is a form carreaflp Used by scr ri as towns. You may care t amend and adopt sack a form/certification for use in your commuy - • Q WFFIDESTdBD2S P tirms11MPHFss.doc Revised 061313 1 • • Town of Barnstable i Regulatory Services ' E A1StIVlTlAT4. f ' noes Richard Y.Seel,Director a �kti Building Division TomPerry,Rrarr Commissioner • 200 Maim SLcet,Hparrrria,MA 02601 • • • ww�town harnstable.ma_us Office: 508-862-4038 • - Fix: 508-790-6230 • T . Prapeity Owner Must Complete and Sign This Section If-Using ABuilder • • • ,as Owner of the subject property r. berebyaT,rl,prize to act on nmybPhaTf, • • • in all matters relative to work an4 nri ed byt his building permit application for. • • • (Address of Job) • fences and alarms are the responsibility-of the applicant.Pools are not to be filled or utilized before fence is installed and all final inspections.are peifom ed and accepted. • Signature of Owner Signature ofAppl;ranr • • Print Name • Print Name • • I. bate . • •Q:FORMS:OWII 1ERPEB SiD DOLS • .2-he Commonwealth of Massachusetts -r, �� Department ofindri striatAccident. fr. Office of Investigations `.6 600 Washington Street ' y Boston,MA 02111 .kt:t ,30 111Wlt:nrassgovhdia Workers' Compensation Insurance Affidavit~Buihler /Cnn#rac-tars/EIectricians/Plumbers Applicant Information Please Print Legibly • Name e(Susrace ganizatioaffndividual} b S(Q 0 16Qj Address: / SuD P62 CitylState1Zip 46, M4o143u Phone# 57)0 a2 46 l/1 qg Are you an employer?Check the appropriate box: Type of project(required): I.❑ I am a em 10 er with 4 ❑I am a general contractor and I P Y 6_ ❑New construction ployees(full and/or part-time).* have hired the sub-contractors am a sole proprietoror partner-rtner- listed oldie attached sheet. 7_ ElRemodeling ship and have no.employees. These sub-contactors have 8_ Pite olition working for me in anycapacity. employees and have workers' b ct3 g_ [vuilding addition [No workers' comp.insurance comp_iauraute.t 3.lequired] 5. El We are a corporation and its 1O❑Electrical repairs or additions ama homeowner doing all work officers have exercised their 11.0 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.[No workers' 13.0 Other comp_insurance required.] 'tiny applicant that checks box#1 mns;also fill out the section.below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all wofs and then lore outside contractors nmst submit a new amdavit indicating sswk /Contractors that check this box must attached an additional sheet showing the name of the snit-cantructars and state whether or not those entities have employees.Tithe stir-cane ctnsshaveemployees,theymustprovidetheir workers'comp.policy manber_ I am an employer that is providing workers'corrpensahon insurance for my employees Below is the policy and job site information Insurance Company Name: Policy 4 or Self-ins.Lic. Expiration Date: Job Site Address: City/State/T.tp: Attach a copy of the workers'compensationpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to SS 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDERand a fete of up to$25014 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ida hereby certzff Tnir the pants tdpenalfres ofp itty that the information-provided above.is truce and correct Sitsiature: Date: 7/Ivigive Phone if: d7 D S' a 4 //Q7" Official use only. Do not write in this area,to be completed by city or town official City or Town.: PerraitiLicense i Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityiTown Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: ----- -- - ------ - -- - - - - - - -- - - 6 P Information and astrnc ons • Massachusetts Ge aeral Laws chapter 152 requires all employers to provide workers'compensation for their employees.Porsuant to this statute,an errpTayee is defined as."_.every person in the service of another under a.y contact ofhire, express or implied,oral or written?' An e nprcyer is defined as"an individual,partnership,association,corporation or other I- a■[if-y,or any two or more of the foregoing engaged in a joiat enterprise,andincInding the legal representatives of a,- - sed employer,or the receiver or trustee of an indivirhnal,partnership,association or other legal entity,emplo , : employees. However the owner of a dweTThi g house having not more than three apartments and who resides tit.,sin,or the occupant of the - (lw elling house of another who employs persons to do maintenance,construction o -pair work on such dwelling house or on.the grounds or burl g appurtenant thereto shall not been/cc of such empl. ••ent be deemed to be an employer." • MGL charter 152,§25 6)also states that"every state or local licensing ar-ncy shall withhold the issuance or renewal of a license or .ermit to operate a business or to construct b• .:a,gs in the commonwealth for any applicant who has not p .diced acceptable evidence of compliance • '. the insurance coverage required_" Additionally,MGL chapter 52,§25C(7)states"Neither the commonw• situ nor icy of its political subdivisions shall enter Into any contract forth'performance ce ofpublic work until accep ..le evidence of compliance with the insurance.. requirements of this chapterh-ve lP.en presented to the contracting Duty." • Applicasrts , Please fill opt the workers'comp anon affidavit completely by checking the boxes mat apply to your situation and,if necessary,supply sub-contractor(s)•.ame(s), addresses)and,Lone number(s) along withtheir cep(ilrcate(s)of insurance. Limited Liability Comp-,.,'es(LLC)or Limited iability-Parbaerships(LLP)with no employees other than the j members or partners,are not r'• •'. -. carry workers' c.;...ensation insetamce. If an LLC or LLP does have employees,a policy is required. Be -• edthatthisa- yit maybe submitted to the Department of Industrial Accidents for confirmation of insuran --coverage. • be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the-.^.lir-al-ion for is e permit or lirpnce is being requested,not the Deparment of Industrial Accidents. Should you have an, gaestio.•regarding the law or if you.are ic..}uiied to obtain a workers' compensation policy,please call the Dep •.•ent at- .e number listed below Self-insured companies should enter their self-insurance license number on the appropl ; e. City or Town OfrzriaLs t - Please be su.c 0 that the affidavit is completes ai p 't.-a legibly. The Department has provided a space at the bottom • y of the affidavit forou to fill out in the event .e 0 is - of Investigations has to contactyouregarriing the applirant P 1�se be sure to El ia the permit/license n..■bee whi.•1 will be used as a reference number. In addition,an applicant that must submit multiple permit/license i locations in�.•y given year,need only submit one affidavit indirang cmreat policy information(if necessary)and mod: "Job Site A -ss"the applirarit should write"all locations in (city or town)."A copy ofthe•affidavitthat1,as .een officially ....'.ed or marked bythe city or town may be provided to the applicant as proof that a valid affidavit' on file for Lului e p a, ..'R. or licenses. A new affidavit must be filled Dist each year.Where a home owner or citizen y obtaining a license or i'ermit not related to any business or commercial venture (ie. a dog license or permit to bum leaves etc.)said person is ' required.to complete this affidavit The Office of Investigations would Ake to thank you in.advance fo our cooperation and should you have any questions, 1 please do not hesitate to give us a civil. i The Department'a address,telephoilie and fax number: - ' . l T.he Cognalanwealill of Massa,hasttts • . , • • De• partment of Ind a1A• '►end f ffke a Dis estigatio-= 644 Wa,atingtan Stet . o-n=1\fA 4111 `ra.#617 727-4 ,xt 4€16 ar 1-4 MAS Fax#617-727:774.9 Revised4-24-07 W. ..m.gg govfdia. I,P / - . /'°` i . ` �Y1.1 , ' f, 3S•y•i 44\ 4 • 1 4Z 4° 11` • 513 ' \ w o I W_ 'fi \r �` 1 \ F��D \ 0 7 \• al • , I certify that this property is located in .Flood Hazard Zone 0 (out- side the 500 year flood) as :identified by the Department of Housing and Urban Development (HUD) . Date Aic, -2 /? C '_ CERTIFIED PLOT PLAN ��'�P "�SJ40 LOCATION 13A.e^1-s?F9"•� M•C6,. qs 3 'RECEIVED SCALE . / ,•=co' DATE !qe6.Z7./1.9 4 !.0 Reg •Pro-Tt.0 PLAN REFERENCE PL/. ..,./ Book $ MAY 0 Fsr -1.2_L SJQ PACG -f 7 / DG�� /N I A Y T`1 + 1T. 4-i„i,,,.,, Boo ZSzS Pc 30 3 I certify to its title insurance compa;;y • that there are no visible encroachments !CERTIFY. THAT THE �X!STi""G DG✓�z�..i.JG or easements except as shown and that this; SHOWN ON THIS PLAN IS LOCATED ON THE GROUND planprepared under m i.;meda.ate ` AS SHOWN HEREON AND THAT IT CONFORMS 10 TI'I was y r SETBACK REQUIREMENTS OF THE TOWN OF supervision. , &.9.-1L45Ti f 4. .. WHEN CONSTRUCTELT- DATE Ate. Z7 /q9C / �« T. .1:�uffiv� REGISTERED LAND SURVEY r e Granite, NH Circa,1870 7/22/15,5:45 PM Maine Mountain POST & BEAM APPROVED MAY 25 2016 Town of Barn6tBble Old Icing'%f ignwaY CO11 Mitta 3 t4z @.lie Freshly y Cut Timber ram SaNingOurHeritage}�orFutureGenerations S Home About Frames For Sale Our Previous Work Contact Us G 7: ; S<_ci:= i r ,;:. c?% Granite.NH Circa 1870 - — k + a Granite,Nh Barn is �, 4 .t-:- K X , t - x , he plate.With a 3'6 k . { i ,rr` 61k '+ , iThis would make a gre . -'i :� , s`stil . 1 `' studio.Another option, ' ,' : ' At , '€. R l .---`am :" �i• car garage. a":r t. fi '• .. it. ,41 yt = .o t .t -o f. Attu( 1,4 gt ' ,;� rA _ i Y (cP'•' - R '.) Qfy.., k t a ..-...--,...---.1.—. r en� '.. _, a l r •Pi.`,.(..0 Y f" • t ,$�'� oy;�:7 ; j..'t.i} f {�. y,,� a �y ..,,,,,,,u,r�,�}c .� t,;'' ,,. ''-r`4 �"�� r,a t ' , s g ( a g . ..� -., - t '4tw c i 3 1, ._ "'..""` [t f f 1 i / k, .w `. .. '. :4u_ 1kt _ f`• t ,' .f ..:fix_ _ -. � ,.-u.. ' �+j ei F----- ( 4 t..". " F . . ' p, ' ° 9 'a - .."'.;..1 -‘"- I 'a . qa t mo " r * ": a 1 1 U',a< � ' 4 � � P�f /0� �. � ; �', +' y ' ,tYi. t4 H ^ . il„.. at . 11 __,....,.,;,,,,f,, ,,:„.„..i.,, , CLOSE X RECEIVED Designed and hosted by egress-applications.com m tiv 3 LU I D GROWTH MANAGEMENT http://www.mainemtpostbeam.com/frames-for;sale/2-antique-frames/16-new-template3.html Page 1 of 1 L t • Swanson Structural, Inc. Paul W. Swanson, P.E. 92 Acre Hill Road Barnstable, MA 02630 `,,` _ paul@swansonstructural.com e L .�i •-, _n 508-446-1042 1 + �. cn October 7, 2016 tip? Paul Roma, Building Commissioner �-r+ Town of Barnstable 200 Main Street Hyannis, MA 02601 Subject: Reconstructed Antique Barn Frame for John Squibb: 3795 Main Street, Barnstable, MA Dear Mr. Roma, I was retained by John Squibb to provide structural engineering services for the subject project. The original antique barn frame is a 28' x 30', 1 '/2 story post and beam structure which Mr. Squibb proposes to relocate from New Hampshire to the subject site. Mr. Squibb is working with J. Scott Campbell of Maine Mountain Post and Beam to source the antique frame. Per Mr. Campbell, the member sizes of the antique frame are as follows: "There are four bents in the frame on 10' centers. Ties are 7x7s with posts below. Loft joists (half rounds'6x6) were laid over the ties (not morticed) on—two foot centers. At each bent there is a major rafter 6x7 with a queen post(-6x6) at the same layout as the post below the tie. Between the "major"rafters are common rafters 3x5 on 3 foot centers." It is my professional opinion that these components are appropriate for the proposed re-use, especially considering that the snow loads on the structure are likely to be considerably lower in its new location that they were in the Granite State. The roof and loft framing will be re- used on top of a new foundation and first floor structure. As an addition to the antique barn frame, Mr. Squibb proposes to build a shed roof structure 14' wide on two sides of the original footprint. This addition will serve to brace the antique structure against wind loading. If you have any questions,please feel free to contact me. Sincerely, , f(�-µ OF lygs 4,64kV4 ��o�4 PAUL W. cti\• I SWANSON 5.1 STRUCTURAL r Paul W. Swanson, P.E. \ No.35Y‘t 9F _ /D 7 Za/Swanson Structural Inc. �isr / Ref. 5617 S��NAL�N%+ Swanson Structural. Inc. • . Paul-W.Swanson,P.E. ' Engineering Services 92 Acre Hill Road commercial `' Barnstable,MA 02630-1529 residential Phone 508-446-1042 heavy timber Paul@SwansonStructural.com • • • �jvtJvO Dgsra! P ass con P es° �1%... ...LQG ._.l _3oj . 2.I. .. OffloU 3 ' o eaoarrxN,Aiv^GEI/ (L • *5C 1 MiN!MUM DES((SN.fQRt s ./� INurMAssq o*�. - • � W (.I.�....M PN B....:... ?. TRUCT RA p S L Cn a 3533 • �,S IONALEj� • • • 'Vr 1 a 1 , : • 4a M • N1 L. • I - • F 4 r T+. •�._++� f — • ... • err...! T r L C�fn E�EUAriCI� ' • g„ a�O�� G JLo% Cu.6N p G� : . Si g 2.._. w4 ;c.S lID "iP 4 I ese. 8 • A19. ZPy� ,' 9x J2S • 1i tt' 4� l C. /2 7 -' 31')4I/ : • • 0 3 � • • xl�o _ d ._-�. = D,7 091 2 `i _ • x. . 23[® Dv•'� 40• 5PF cr.�5 32Bs 231D 7;. Job Name /t ELOPsnidcrm +mricitic 64 AA/ Job Number f"/7 " wht1 • Location 379 S 444➢i Sr g4QNSr:4ks 444 Sheet I of I Client ,101-f ti 3 a ll16 6 • By / 4 Date 10/7/Z 014 't Boise Cascade Triple 2 x' 8 SPF #2 Roof BeamlBeam01 Dry 11 span I No cantilevers 13.2/12 slope October 6, 2016 14:21:33 BC CALC®Design Report Build4516 File Name: BC 5617 Job Name: Antique Barn Description: Designs\Beam01 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Squibb,John Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5617 • >,/-13.2 12 • _kiit2 �. r,,,,yyYY zy Fs t ,�r:6 sir F i s ' ✓,'k7ditia,.,t��a,�.;'"... ,. ,o.. :, N r�,,. 5, sf, X ,,. x�,,.a ._. , ,,,, _ 141t r i„J WBO 08-00-00 B 1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (Ibs) - Bearing Total BO, 1-1/2" 577 B1, 1-1/2" 577 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 08-00-00 16 30 03-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 1,119 ft-lbs 28.2% 115% 4 04-00-03 Completeness and accuracy of input must End Shear 560 lbs 16.6% 115% • 4 00-01-08 be verified.by anyone who would rely on Total Load Defl. U999 (0.067") n/a n/a 4 04-00-03 output as evidence of suitability for Live Load Defl. U999 (0.042") n/a n/a 5 04-00-03 particular application.Output here based Max Defl. 0.067" n/a n/a 4 04-00-03 on building code-accepted design Spands. /Depth 13 n/a n/a 0 00-00-00 propeteeo and Boiseanal Cascadeis meth engineered p Installation of Boise engineered wood products must be in accordance with Allow %Allow - current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 1-1/2"x 4-1/2" 577 Ibs 11.8% 20.1% Spruce Pine Fir or ask questions,please call B1 Post 1-1/2"x 4-1/2" 577 lbs 11.8% 20.1% Spruce Pine Fir (800)232 0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDTM BCI®, Plumb Cut with Hanger to dbl.top plate 3.2/12 7-1/2" 08-00-00 08-05 05 BOISE GLULAMTM SIMPLE FRAMING •SYSTEM®,VERSA-LAM®,VERSA-RIM Notes VER A-STRA D®,VERSA-STUD®are Design meets Code minimum(U180)Total load deflection criteria. trademarks of Boise Cascade Wood Design meets Code minimum(U240) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total-load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. ,,_.,,,,..*:*._.LA The analysis of solid sawn wood members is in accordance with the NDS and is limited to the j. P\�H OF lips, ' , • output shown above. All other support and design for these products, including but not • ,l�� PAULW. 4e, limited to notching, connections, installation, and engineer/architect certification is the SWANSON �+1:. responsibility of the project's design professional of record. o STRUCTUf2J -4 ._ Deflections less than 1/8"were ignored in the results. ' 0 -No.35U-R Cl) q Q Q '\90 �G/STS`�� , `► ss/ANAL 1+ . c!' � N-. ,, tiv yo/7hog Page 1 of 1 F • ijq►)BoiseCescade Triple 2 x 8 SPF #2 Roof BeamSeam02 Dry I 1 span I No cantilevers 13.2/12 slope , October 6, 2016 14:21:34 BC CALC®Design Report Build 4516 File Name: BC 5617 Job Name: Antique Barn Description: Designs\Beam02 ' Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5617 �3.2 12 2 V w w ► V i r w ♦ i w w s s w s w V .i '► i w ► it s s v yr s s + it q r f-. 08-00-00 B BO 1 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (ibs) Bearing Total BO, 1-1/2" 1,059 B1, 1-1/2" 1,553 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 Hi roof Trapezoidal (Ib/ft) L 00-00-00 47 90 n/a 08-00-00 171 330 n/a Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 2,551 ft-lbs 64.3% 115% 4 04-04-10 Completeness and accuracy of input must End Shear 1,489 lbs 44.1% 115% 4 07-10-08 be verified by anyone who would rely on Total Load Defl. U647 (0.151") 27.8% n/a 4 04-01-01 output as evidence of suitability for Live Load Defl. U999 (0.097") n/a n/a 5 04-01-01 particular application.Output here based Max Defl. 0.151" 15.1% n/a 4 04-01-01 on building code-accepted design Span/Depth 13 n/a n/a 0 00-00-00 properteo and Boiseanal Cascadea meth en. p Installation of engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 1-1/2"x 4-1/2" 1,059 lbs 21.6% 36.9% Spruce Pine Fir or ask questions,please call B1 Post 1-1/2"x 4-1/2" 1,553 lbs 31.7% 54.1% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"", Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDT"' BCI®, Plumb Cut with Hanger to dbl.top plate 3.2/12 12-1/4" 08-00-00 08-05-05 BOISE GLULAMT"' SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUNotes VERSA-TRA D®,VERSA-STUD®are Design meets Code minimum (U180)Total load deflection criteria. trademarks of Boise Cascade Wood Design meets Code minimum (U240) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. ,,�,..i i. ,, Design based on Dry Service Condition. ,.'��N OF M46 `1-4 The analysis of solid sawn wood members is in accordance with the NDS and is limited to the x.//�,A� s5 output shown above. All other support and design for these products, including but not ,of PAULW. tiG., limited to notching, connections, installation, and engineer/architect certification is the � SWANSON m��: responsibility of the project's design professional of record. STRUCTURAL • 1/8" results. No.35334 Deflections less than were ignored in the .. 9 o Q ''. 96' FG/ST Q'���`�1 �, SS/ONALNC%' Page 1 of 1 ®Boise Cascade Triple 2 x 8 SPF #2 Roof Beam\Beam03 Dry 11 span I No cantilevers 13.2/12 slope October 6, 2016 14:40:15 BC CALC®Design Report , Build 4516 File Name: BC 5617 Job Name: Antique Barn Description: Designs\Beam03 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5617 ,,,--13.2 12 T ' . S I 4 I e S T . 1 ! . V P ! V .1 . e . : S T d ! t 7 s f ,� �.. ,z. �..t„�_ ,,..,,,. _.. ?`�_�. d .. �,_, a_..r.r a .z.....m . s� a:�.��_.� �� IN 10-04-00 P BO B1 Total Horizontal Product Length=10-04-00 Reaction Summary(Down /Uplift) (lbs) Bearing Total BO, 1-1/2" 746 B 1, 1-1/2" 746 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 10-04-00 16 30 03-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 1,880 ft-lbs 47.4% 115% 4 05-01-11 Completeness and accuracy of input must End Shear 728 lbs 21.6% 115% 4 00-01-08 be verified by anyone who would rely on Total Load Defl. U672 (0.189") 26.8% n/a 4 05-01-11 output as evidence of suitability for Live Load Defl. U999 (0.118") n/a n/a 5 05-01-11 particular application.Output here based Max Defl. 0.189" 18.9% n/a 4 05-01-11 on building code-accepted design properties and analysis methods. Span/Depth 16.9 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 1-1/2"x 4-1/2" 746 lbs 15.2% 26% Spruce Pine Fir or ask questions,please call B1 Post 1-1/2"x 4-1/2" 746 lbs 15.2% 26% Spruce Pine Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length ALLJOIST®,BC RIM BOARDT"',BCI®, Plumb Cut with Hanger to dbl. top plate 3.2/12, 7-1/2" 10-04-00 10-10-04 BOISE GLULAMTM' SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets code minimum (U180)Total load deflection criteria. trademarks of Boise Cascade Wood Design meets Code minimum (U240) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. . Design based on Dry Service Condition. a The analysis of solid sawn wood members is in accordance with the NDS and is limited to thek. output shown above. All other support and design for these products, including but not ►kr- bF Ss4c� limited to notching, connections, installation, and engineer/architect certification is the i pAULW. tiG responsibility of the project's design professional of record. •t I SWANSON rs Deflections less than 1/8"were ignored in the results. ,.°� 0 STRUCTURAL I ri • -� .0 9 No.35334Q 5t, . ";�"bj, O/STEP it /r 1 \s/ONAL tt. 4 W Pagel oft '4)Boise dascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\Beam04 Dry 1 1 span I No cantilevers 13.2/12 slope October 6, 2016 14:21:34 BC CALC®Design Report .. Build 4516 File Name: BC CALC Project Job Name: Antique Barn Description: Designs\Beam04 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5617 �3.2 12 .,%;,,,,'"k',,,V.-;--,-,,-- -'',-,-1-, .:-':',,,,-,,4 ,,,,,, -,,':,q, .... -. 'ft, ,.,..„ ,-,';‘. . .,:. .. ,,,-.1- .,J, , , : _ ,,,,, EA ���.� ,.,gym&`;, u 'AK... � *ka,.Z %,_ cam,.,. ., _:.,z.,wif�a'P,,. V!'°e -.--4*� *1,4 __ 20-06-00 BO /VV 4 l2 )4 DN 159 B1 Total Horizontal Product Length=20-06-00 FLAN4a4 eij'f 0 QCK 4S e Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 5-1/2" 1,654 B1, 5-1/2" 3,272 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 2 Hi roof Trapezoidal (Ib/ft) L 00-00-00 0 0 n/a 20-06-00 155 300 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 11,914 ft-lbs 48.7% 115% 4 11-07-12 End Shear 3,056 lbs 33.7% 115% 4 20-00-08 Total Load Defl. U274 (0.895") 65.8% n/a 4 10-05-15 Live Load Defl. U438 (0.559") 54.8% n/a 5 10-05-15 Max Defl. 0.895" 89.5% n/a 4 10-05-15 Span/Depth 19.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x w) Value Support Member Material BO Wall/Plate 5-1/2"x 3-1/2" 1,654 lbs 20.2% 11.5% Spruce Pine Fir B1 Wall/Plate 5-1/2"x 3-1/2" 3,272 lbs 40% 22.7% Spruce Pine Fir Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 3.2/12 12-1/4" 20-06-00 21-05-12 Notes -,� SH OF 6 Design meets Code minimum(U180)Total load deflection criteria. y74,, S.q Design meets Code minimum (U240) Live load deflection criteria. %o PAULW. cyG Design meets arbitrary(1") Maximum total load deflection criteria. ' SWANSON WI 1,. Calculations assume Member is Fully Braced. _, g STRUCTURAL y 1- Design based on Dry Service Condition. `` No.35334 r Deflections less than 1/8"were ignored in the results. .L.�09 9F �" w�/` Ai,O C/STEP i '� ONAI E .1:' !e /b . 1077 1.0'16 / I Page 1 of 2 • ®Boise cascade Double 1-314" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1Beam04 Dry I 1 span I No cantilevers 13.2/12 slope October 6, 2016 14:21:34 BC CALC®Design Report • • Build 4516 File Name: BC CALC Project Job Name: Antique Barn Description: Designs\Beam04 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5617 Connection Diagram Disclosure Completeness and accuracy of input must be verified by anyone who would rely on a b d j� output as evidence of suitability for • r• • � particular application.Output here based on building code-accepted design- propertiesand analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=7-7/8" (800)232-0788 before installation. b minimum = 3" d =24" BC CALC®,BC FRAMER®,AJS TM, Member has no side loads. ALLJOIST®,BC RIM BOARDTM',BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. tBolieCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam05 Dry 13 spans I No cantilevers 10/12 slope October 6, 2016 14:21:34 BC CALC®Design Report • Build 4516 File Name: BC CALC Project Job Name: Antique Barn Description: Designs\Beam05 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5617 \:3/ I V II 1 1 lL v d ® w w a I i ® !___+__ v " - m ` ,'. 4 ::: .. > 4r typ;1v � ghlAg^+y 10-00-00 10-00-00 10-00-00 BO B1 B2 B3 Total Horizontal Product Length=30-00-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Total BO, 3-1/2" 4,240 B1, 9-1/4" 15,931 B2, 9-1/4" 15,931 B3, 3-1/2" 4,240 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Barn Floor Unf. Area(Ib/ft^2) L 00-00-00 30-00-00 80 12 10-00-00 2 Loft+ Roof Conc. Pt. (Ibs) L 10-00-00 10-00-00 4,000 1,050 900 n/a 3 Loft+ Roof Conc. Pt. (Ibs) R 10-00-00 10-00-00 4,000 1,050 900 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,721 ft-lbs 62.5% 100% 2 04-07-01 Neg. Moment -10,342 ft-lbs 74.1% 100% 4 10-00-00 Neg. Moment -10,342 ft-lbs 74.1% 100% 4 10-00-00 End Shear 3,233 lbs 51.2% 100% 2 01-01-00 Cont. Shear 4,506 lbs 71.3% 100% 4 08-09-14 Total Load Defl. U421 (0.278") 57% n/a 2 04-10-00 Live Load Defl. U467 (0.251") 77% n/a 25 04-11-07 Total Neg. Defl. U755 (-0.159") 31.8% n/a 2 15-00-00 Max Defl. 0.278" 27.8% n/a 2 04-10-00 Span/Depth 12.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 4,240 lbs n/a 46.1% Unspecified B1 Wall/Plate 9-1/4"x 3-1/2" 15,930 lbs 87.1% 65.6% Southern Pine ,A,..L A.4 B2 Wall/Plate 9-1/4"x 3-1/2" 15,930 lbs 87.1% 65.6% Southern Pine •. B3 Wall/Plate 3-1/2"x 3-1/2" 4,240 lbs n/a 46.1% Unspecified /'',Q��N� M�s4gC�• 'a PAUIW. SG \. Notes • ' SWANSON , Design meets Code minimum(U240)Total load deflection criteria. .,:�o STRUCTURAL • Design meets Code minimum (U360) Live load deflection criteria. A ,�No.35334Q Q Design meets arbitrary(1 ) Maximum total load deflection criteria. ''4,4 FG/STER'�`�T" Calculations assume Member is Fully Braced. `��SS/ EN�'\ Design based on Dry Service Condition. _* ONAL .j ° Deflections less than 1/8"were ignored in the results. ' w, 101711016 Page 1 of 2 '®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam05 Dry ( 3 spans I No cantilevers 10/12 slope October 6, 2016 14:21:34 BC CALC®Design Report Build 4516 File Name: BC CALC Project Job Name: Antique Barn Description: Designs\Beam05 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5617 Connection Diagram Disclosure b d be Completeness anyone a whocy on must be verified by anyone who would rely on jam\ output as evidence of suitability for 4 • • • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered • • � wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 5-1/2" (800)232-0788 before installation. b minimum= 3" d =24" BC CALC®,BC FRAMER®,AJSTM' Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARDT BCI®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMT"" SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. r EtBoise Cascade Triple 2 x 10 SPF #2 Floor Beam\Beam06 Dry 12 spans I No cantilevers 10/12 slope . October 6, 2016 14:21:34 BC CALL®Design Report Build 4516 File Name: BC CALC Project Job Name: Antique Barn Description: Designs\Beam06 Address: 3795 Main Street Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Squibb, John Company: Swanson Structural, Inc. Code reports:- NLGA Misc: job 5617 1 1 1 l 1 : : : l : : : : : : . . . . 1 : : : : : : 4�-R r Li 07-00-00 07-00-00 BO B1 B2 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3-1/2" 2,335 B1, 9-1/4" 6,310 B2, 3-1/2" 2,335 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Barn Floor Unf.Area(Ib/ft^2) L 00-00-00 14-00-00 80 12 08-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 3,140 ft-lbs 61% 100% 3 10-10-02 Completeness and accuracy of input must Neg. Moment -4,272 ft-lbs 83% 100% 1 07-00-00 be verified by anyone who would rely on Neg. Moment -4,272 ft-lbs 83% 100% 1 07-00-00 output as evidence of suitability for End Shear 1,543 lbs 41.2% 100% 2 01-00-12 particular application._Output here based Cont. Shear 2,293 lbs 61.2% 100% 1 05-10-02 onr buildingtisacnd analysis design properties and analysis methods. Total Load Defl. U999 (0.056") n/a n/a 3 10-07-07 Installation of Boise Cascade engineered Live Load Defl. U999 (0.051") n/a n/a 5 03-05-07 wood products must be in accordance with Total Neg. Defl. U999 (-0.018") n/a n/a 2 09-06-00 current Installation Guide and applicable Max Defl. 0.056" n/a n/a 3 10-07-07 building codes.To obtain Installation.Guide Span/Depth 8.8 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM", Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARDTM" BCI®, BO Wall/Plate 3-1/2"x 4-1/2" 2,335 lbs n/a 34.9% Unspecified BOISE GLULAM'T",SIMPLE FRAMING B1 Wall/Plate 9-1/4"x 4-1/2" 6,310 lbs 26.8% 35.7% Southern Pine SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 3-1/2"x 4-1/2" 2,335 lbs n/a 34.9% Unspecified PLUS®,VERSA-RIME VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Rr• % Design meets arbitrary(1") Maximum total load deflection criteria. OF M —. I Calculations assume Member is Fully Braced. O. A6'6, '.. Design based on Dry Service Condition. Isti d•" PAUL W. tiG • The analysis of solid sawn wood members is in accordance with the NDS and is limited to the a 4 SWANSON r, output shown above. All other support and design for these products, including but not -.1.o STRUCTURAL �i limited to notching, connections, installation, and engineer/architect certification is the No.35334 responsibility of the project's design professional of record. 4„a9 -9 ��O��Q/= Deflections less than 1/8"were ignored in the results. ' ,<2S G k��s/ONALEN/° J//�' ,ny= /0/7/20/‘ Page 1 of 1 3-3,s----- I Z, (0-;T"ET°�� TOWN OF BARNSTABLE i E9$BST;BLE, I 9$ OMYa`e�, BUILDING INSPECTOR APPLICATION FOR PERMIT TO "FP G e/4'/ 2)we..! ,:ei TYPE OF CONSTRUCTION 0e 0 P V /�,�i° , .4:301 xe0,44010 0 47 197 J- . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 379s— / �f�j Location Y� (�`� ¢ a,4-r.- - 7 Proposed Use ,.. t9 , 9 Zonin District / Fire District W1 Name of Owner � 1N44,-P Address 4n22.‘ � ,fi©' ) 449"- • Name of Builder -44 ' Address ./8 / / // /I / Name of Architect Address Number of Rooms Foundation ..76a 60e PC Exterior y,a d'- ,12t. ' Roofing 4.P // Floors 4�- Interior ....1 0D$2 r 491.40// Heating C YE#4 Plumbing M C44 41 p Fireplace '".. "'''''"'l Approximate Cost 4 oo im6.— Definitive Plan Approved by Planning Board 19_ . 44 4te r . C hQa1re Diagram of Lot and Building with Dimensions IL Pe / •....- SUBJECT TO APPROVAL OF BOARD OF HEALTH 26 � • � C �� F` c.\ d "Pi ,a -o ° ( /y7:— ) 4..- , ' , 0 , ..,s.___,.cp, --A i q tO'cj pv:z.- o I., I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name _ G Graham, Thomas E. No 15007 Permit for remodel dwelling `3,-71c Location A Barnstable " " Owner Thomas E. Graham Type of Construction frame r ' Plot Lot Permit Granted May 19 72 ' Date of Inspection / 19 Date Completed 16/ ,Q.! 47tN-19 ik PERMIT REFUSED - 19 � I ##I Approved .. 19 e I + / 4- i • ' ,... ,.c•.4, i : _ I T.f 1: ..7,..112;t:TA:LE 22 a vrwi n mmw. .`i ,=}'i��y".. y1..S;-q�.+r'r '�k ":,X . 7t rIPII,SIO bowl. -roe Dr t.g04dL 7 LV zio WAA f y�"GD4t L I'H41-T 5 b Z f _ _ Atial( \ red;to � ,x' 0 6 G - L IL f Avg! LtG�t-Y IV? /o'Ply--.8 'u st r-r+.r.�,, a�u4P RkPn n hT Ole Zx/L 1 &C4dlt• 1#itwG►ei1/4 2 11404 6L 35F,6/6"o.c. 'ro Awry:ave. Pw4t� 31_4N Xx to` RA rz l6"-q/c \ r pe as ' Tor KATE `— /"Xla°Pi•/E, ai i0./ .stwItaP HI Ita>%rtat• to Sivr• soeitE Posytgt-E ci 154 AU., ', 5 a t�Fn�a- rls,ne+t 7 cs zo t�a�+cat GG; � kmmi3RAGsE7 XQ RAF7 fb iiCk4 ( Cs2ox 24"1.004) E.,- i Cc." stubs /6"0/ , r jke0(pi y a; I<fi"3os+4cCItA4 • I i '`' J. s/a i•- ¢,ot-rs 4' o.c.. N g'" C4ISG �LRS J r:.--,,, `�.o _ %<,.P/t;-r,S - --e ova R CaMA�tT R1U. ` l6"Co�,bRp, ' wALZ �'�'} Brie �a x 3 x3� 'Yi�i . « PmX gag GoArZ , foor"161 rv#S'OhR I i'1•'t t V SEcn t ki-.-11,_014 ktl'okOFAmssgc job PAUL W. tiG 1. SWANSON �' g m o •STRUCTURAL I- ,9 No.35334a Q f' x • t. \90 vc+ ii),, fie(%• ' . - /'//� �H'FSS/ONALt; - /I : l` .°y °l7/Z014