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HomeMy WebLinkAbout0341 MAIN STREET (COTUIT) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d L,.)_ 03 Parcel Application # ` t Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee CU Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address �� Village ,/ Owner w Add ressC� ,iZJJ� 7 T TelephoneEV Permit Request ' Z5v U.3 Sq ar�re, fe t_1 st floor: existing proposed � 2nd floor: existing proposed Total new Zonir6DistKict Cy Flood Plain Groundwater Overlay jU v Construction Type Project Valuation �,. � yp - o Lot S ze 4W42e Grandfathered: 41Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ok" Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes , `No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full L'�(Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: .2 existing —new % / Total Room Count (not including baths): existing new First Floor Room Count 6v Heat Type and Fuel: XGas ❑ Oil ' ❑ Electric ❑ Other Central Air: ❑Yes XNo Fireplaces: Existing/New Existing wood/coal stove: ❑Yes ❑ No 4etached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ �Ytttached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes YNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name V' Telephone Number ��^ ��� Address License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE — DATE `'Y } FOR OFFICIAL USE ONLY i3 APPLICATION# DATE ISSUED MAP/PARCEL NO. fk ADDRESS VILLAGE i } OWNER ' k DATE OF INSPECTION: 'r FOUNDATION I. FRAME ` INSULATION ® 0� ,x FIREPLACE ELECTRICAL: ROUGH FINAL-' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ',� FINAL BUILDING DATE CLOSED OUT x , ASSOCIATION PLAN NO. fi tir, 1 Y. ti The Commonwealth of Massachusetts i �, ► Department of Industrial Accidents Office of Investigations` 600.Washington Street 1y Boston,MA 02111 . V 4 - www.masx.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Le 'bt Name (Business/Organization/Individual): Address: City/State/Zip: tPhone #: I Vol A ou an employer?Check the appropriate box: , r Type of project(required): am a employer with 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors - , 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7• Remodeling ship and have no employees k, These sub-contractors have 8: Demolition= working for me in any,capacity. workers' comp. insurance. 4. ❑ Building addition 6 [No workers' comp. insurance S. ❑ We are a corporation and its required officers have exercised their ME] Electrical repairs or additions , 3: am a homeowner doing all work right of exemption per MGL 1 I:0 Plumbing repairs or additions myself. [No workers' comp. c: 152, §1(4), and we have no .12:❑ Roof repairs insurance required.] t. employees.[No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information.. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'pomp.policy information. I am an employer that is providing workers'compensation insurance for my employees.`Below'is thepo_licy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: - Expiration Date: {. Job Site Address: City/State/Zip: Attach a copy of the workers',compensation policy`declaration page(showing the policy number a 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$1,500.00 and/or one-year imprisonment, as well as-civil penalties in the form of a STOP WORK ORDER and a fine ofInvestigations up igatio to$25 0.00 a day against•the violator. Be advised that a copy of this statement may be forwarded to the Office of of p ns of the DIA"for insurance coverage verification. I do hereby certf der a' and a lties ofperjuk that it l vided above is true and correct. Signature: ;, Date: .a _ •-�/ Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk ,4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone# Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another.under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)_and phone number(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be 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 the city or town that the application for the permit or license is being requested not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured-companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license 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 been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file 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 related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 5-26-05 www.mass..gov/dia , Town of Barnstable- `pf THE Regulatory Services " Thomas')~.Geller,-Director BAIWStat 6 Building Division s3� �a °7ED Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 1 " www.town.barnstable:ma.us Office: 508-962-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: C7,r 3.'/A/ JDB LOCATI N: / 7,;r street �+ � � village "HOMEOWNER": � ,' /Y1 name. = 'home phone# " work phone# CURRENT MAILING ADDRESS: ll 3 city tZwn ' state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as Supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on wtuch he/she.resides or intends to reside;on which there is, or is'intEnded to be,a'one or two-family dwelling,attached or detached-structures accessory to such use and/or farm structures. A person who constructS More than one home in a two-year period shall not be considered a.homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall tie responsible for all such work performed under the building? permit. (Section 109,l.l,) The undersigned"homeowner"assumes responsibility for compliance'with the State Building Code and,other applicable codes; bylaws,rules and regulations_ The undersigned.-homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will.comply wiElrsaid procedures and req ts. / i vv 4 Signanreofj4o-1y1cr. Approval of Building Official Note: Three-family dwellings containing 35,006 cubic'feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code state that "Anyhbmcowoer performing work forwhich a building permit is required shall be exempt from the provisions of this section(Section 109.1.1=Licensing-of construction Supervisors);provided that if thehomeowner engages a persons)for hire to do such work,that such Horn=wnr shell act as supervisor Many homeowners who use this exempuon-are unaware that they.are&=ruing the'responsibili6es:of a supervisor(see Appendix Q, Rules&Regulations for Licensing Const=don Supervisors,Section 2:15)-This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot.procced against the unlicensed person as it would with ayficensed Supervisor. The homeowner acting as Supervisor is.ultamaue y responsible. To ensure that the homeowner is fully aw=- of his/her responsibilities,many communities require,as part of the permit application, that the homeOWner certify that he/she understands the msponsibilities of a Supervisor. On the last page of this issue is a forth currently used by several towns. You may rare t amend end adopt such'a.Drrn/ccrtification'for use in your,eommunity, q. Q:formns:homccxcmpt r, of�rpty sZABLE, Town of Bar-nstable Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arns to b le.m a,us Office: 508-862-403 8 Fax: 508-790-6230. z, w �'Property Qwner Must Complete and Sign This Section If Using A Builder I> as Owner,of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building pernvt application for: (Address of Job), Signature of Owner Date { Print Name If Property owner is applyingfor permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Usersldccollik�AppDatalLocaRMicrosoftlWindowslTcmporwy InLcmrtFilcslContcnt.DUClooklDDV87Ap.Z1EXPRESS.doc Revised 072110 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma !� Parcel 0 \ _. �A lication # p pp Health Division 'Date Issued Conservation Division Application Fee Planning Dept. Permit Fee` i Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �L Project Street Address —3 c\ N Nk4w S--(. Village "'���� 1 Owner Cz �Jl? 'A�C��Z Address �� - Telephone • 47., (n Q Z 1 .F Permit Request � ge nn " � o ►3 F/_"VA 1 is -ov Square feet: 1 st floor: existing . ro osed �j 2nd floor: existing9n proposed Total n w Zoning District Flood Plain Groundwater Overlay Project Valuation CCOV Construction TypeSZ.1 Lot Size 676 1 q Grandfathered: ❑Yes ❑'No If yes, attach supporting documentation. Dwelling Type: Single Family :.i Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 1ANo On Old King's F i ;way: des )ff No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) -�- cn Number of Baths: Full: existing new Half: existing new -f 8 0 Number of Bedrooms: Z existing Q new — `T' r� Total Room Count (not including baths): existing (10 new First Floor Room Count Heat Type and Fuel: WGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes Pmo Fireplaces: Existing kNew n Existing wood/coal stove: ❑Yes AY No Detached garage: ❑ existing ❑ new size—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) Name Telephone Numbere`S `� Address ��� � (S� License# ®,4< Home Improvement Contractor# Worker's Compensation # 'SbLe_ ►QTCVt_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGN �RE - DATE �C i ' FOR OFFICIAL USE ONLY APPLICATION# f, "d'DATE ISSUED >>,_MAP/PARCEL NO ADDRESS! VILLAGE ! OWNER-' DATE OF INSPECTION: 1 3F0UNDATION=: ( 5c fA fl '4o/Zl � P FRAME s� ` r "'INSULATION' s` �' j -N- 4 FIREPLACE �► e t E ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL _ L ROUGH ; r ; FINAL ;PINALWI:LDING � o3`cc YL x-=%DA�E'CLOS.ED OUT ..- _ ASSOCIATION PLAN NO. � r TOO vn. of-Barristable Regulatory Ser ices as F. Geiler Director, Thorn , i6s ��� Building Division r�o • Thomas ferry, CBO,Building Coxnxnissioner 200 Main Street, Hyannis,MA 02601 www:.town"b_arnsfa b l e.m a.us u � Fax: 508-_790-6230 'Officcc 508-862-4038 , PLAN RE VIE Owner: �A�t1 GR Map/Parcel 2-Z 3 �yl N• s� (� BFuilder: ,:/Niy�f-��- Project Address fY/ L The following !ferns were noted on reviewing: q �n d iV f f}i¢ R 426 • 6V E•2 EfL � f7L �o.t� �G !o vCJo CiJ i�v 6 cJs No k� iF Abq 66EA yz Ttf-E Reviewed by: Date: d*N_ The Commonwealth of Massaehttsetts c { Depdrtment of Industrial Accidents': 1 Office of Investigdtio`ns,: 1 riirs:. i 600 Washington Street Boston; NIA 02111 rv}vw.mass.gMdta _ Workers'.Compensation Insurance'Affidavit :Builders/Contractors/Elec'tricians/Plumbers A licant Information' A ' ` Eiease Print e ibl Name (Business%organization/Indiyidual); \ " ` IJ i,,•�••- P Address: Sl-'�1 City/State/Zip: fZ; Ta�TV� t Phone #. Are',you an empitiyer�Check the`appropr►ate box Type of project(required)' ' `` 4 ❑ I am a" eneral'contractor and I 1.❑ I am a employer with ,'g 6. ❑New.:construction - employees(full an part-time) *. have hired the sub�con`tractors 2. am°a'sole,proprietor'or partner : listed on the attached sheet 7 ❑ Remodeling , X,. -' These sub-contractors.have. S. ❑ Demolition ship and have no employees '` q .working•for mein any capacity ' ` workers''comp, insurance 9. ❑ Buildingxgaddition w-[No workers' comp.insurance 5.' ❑Ve are,a�corporation and its required officers have exercised their .;: 10 ❑ Electrical"repairs or additions' 3.F I am a'homeowner doing all,work right of�exemption per:Iy1GL�� l .❑ Plumbing repairs or additions' ` m self:' No worker`s 'com e. 152, §l(4)„and we have no•„ :'I2 Roof re airs Y [ P ❑. :. P ' insurance required) t' employees' [No workers . 13 ❑'Other comp. insurance required] . *Any.applicant:that checks box#I'musEalso„ ll out the'sectiori below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they'are doing all work.andthen hire outside contractors must,submitanew affidavit indicating such. TContractors that check'this box* must attached an additional sheet showing the name of the sub-,contractors and their workers'comp.policy information. 7 am an employer thrit'is providcng,workers''compensadion insurance for my employees,sBelow is;ihePolicy and job site information. Insurance Company Name Policy #;or Self-ins Lic: # Expiration Date Job Site Address: 'City/Stafe&ip: Attach a`copy of they.workers',compensat►on policy declaration'page(showing the policy number and expiration date). r „ g q er Section.25A of MGL c. 152 can Lead to the imposition of criminal penalt>Yes'of a Failure-to secure coverage as re uired tand fine up to$1,500.00 and/or one-year irnprisonment,.as well as civil penalties in the form of a STOP,WORK 012D6R and=a fine of up to`$250 00 a day:against the,vlolator.,Be advised that a copy of this statement may be'forwarded to'the�Office of Investigations of tihe,DIA,for insurance.coverage verification,r fdo her certi un e p dins a nalt es of perjury" that the informatign provided above is true,and correct.:` r fy Si c . , Date: • c c Phoner x . OfWaal:use only."�Dd,not write in this area, to be completed by city or town,official. City or,Town: ". :. Perm►tlLicense#. ''. ' Issuing Authority(circle one):; 1.Board of Health 2.:Building Department 3.'�City/Town'Clerk,' 4 Electrical Inspector,-:5.Plumbing C'nspecto"r 6:Otherf ?. Contact'Person: Phone#: tl Information and Instructions Massachusetts General Laws chapter 152 requires-all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a'deceased employer, or the receiver or trustee of an individual„partnership, association or other legal entity, employing employees. However the owner of a dwy,,elling�house having not more than three apa tn6edts and who'resides therein, or the occupant of the dwelling house of another who employs persons'to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be`deemed to be an employer.", AA , .,,,N G]Uchapter,1�522�§25C(6)alsso states that°`every st,,te�q loca#1#l�ce�nsf`ng agen cy shall ithhold the issuance or renewal of a license or permitto operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MOL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have.been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be 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 the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.-.Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license 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 been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file 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 related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call, The De artmerits address telephone and fax number`. ►"= '' ,,The'Commonwealth of Massachusetts Department of Industrial Accidents 9 Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia , f11YC Guid(, /0 1//0od Co»s11'11ctio11 J/1 Hi h Wind A/vCis: 110 ntp/i 1Yiud Zocrc f assacll1.1Se"tts Checklist f6l' C0Ini .iian.,0e (780 014R 5301:2.1.1) Check Compliance 1.11- SCOPE WindSpeed(3-sec. gust).:...... ........................................................ .............. ...... .................... 110 mph WindExposure Category.................................................................. .................. .........:.;...........:..............:,..B Wind Exposure Category................Engineering Required For Entire Project ...................•..•••••••••••••••:•C 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story). %,- stories s 2 stories. Roof Pitch .................. (Fig 2) ..........: .... < 12:12 (Fig 2 ft _<33 . Mean Roof Height ...... ....... ........ .......•„,.........( 9 )............ .... Building Width, W .............................................................! (Fig 3)...................... ....... 'ft :5 80' s Fi 3 .......�ft 5 80 Building Length; L ........:.:....... .. ............ ( 9 )........... ..... .. 0.. _ Building Aspect Ratio (L/W) 2..... 1...................(Fig 4)....................... r ..... Nominal Height of Tallest Opening ... .................... .....(Fig 4)........................................... _ - 1.3 FRAMING CONNECTIONS General compliance with framing connections................ ..(Table•2)....................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1•.... Concrete.............. ' ................... Concrete Masonry . }f �13 ,.......................... $�` �� 2.2 ANCHORAGE TO,FOUNDATION, :"` ,•. 5/8"Anchor Bolts imbedded or 5/8'�roprietary Mechanical Anchors as an alternative in concrete only !)' Bolt Spacing-general ....., :..............:.(Table 4).............•... In <G -1i2 Bolt Spacing from end/joint of plate' ....... ...(Fig 5) .. ........:................:_J6 _ - in Bolt Embedment—concrete ....... (Fig 5)............•....... > 15" BoltEmbedment-masonry. ..........1.........: (Fig 5).............i.................... PlateWasher........................ .;............. ...................,(Fig 5).,............................ . ...... >3"x3"x,/, 3.1 FLOORS f .....(per CM Chapter 55 , Floor framing member spans checked :.......................• (p P Maximum Floor Opening Dimension ........................(Fig 6)...................... Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6).. Maximum Floor Joist Setbacks ft 5 d Supporting Loadbearing Walls WShearwall......•.........(Fig.7) ....................... Maximum Cantilevered Floor Joists < • ft _ d ,/ Su orting Loadbearin Walls or Shearwall...........:....(Fig 8) 9 PP (Fig 9 Floor.Bracing at Endwalls......•...:... ......................• • "' """"""�"'•'• Floor Sheathing Type .........................(pe r 780 CMR Chapter 55).............• ••••• •• Floor Sheathing Thickness (per 780 C Chapter 55 ..:...••............... m. Floor Sheathing Fastening..:....................... •............(Table 2).. d nails at in edge/ /Z n 'eld 1. i 4.1 WALLS / Wall Height ft s 10' V Loadbearing walls........ (Fig 10 and Table 5) . Fi 10 and Table 5 ft s.20' Non-Loadbeanng walls. ...................... (.,'g )•••.•••"""„' "":"'� ------��� Wall Stud Spacing ....(Fig 10 and Table 5)........:....... in. :5 24'.o;c: ; Wall Story Offsets •.........(Figs 7& 8). ....................•............... .. .� ft 5 d S, ... y' 4.2 EXTERIOR WALL Wood Studs'' 2x - ft 0 in. Table 5 Loadbeanng walls.,...... .. .....•.... ( ) Table 5 ....:... .............2x -fin in. :j Non-Loadbearing walls......•....... ...... , .. ( ) i Gable End Wall Bracing Full Height Endwall Studs ..... .: .......,(Fig 10)....................•...... Fi 11 LO ft�W/3 _jam WSP•Attic Floor Length.....:.....:.: :..... .... ...............( 9 ):......... . 'Gypsum Ceiling Length(if WSP not used ....:............ .(Fig 11 '- 0 9W ( 9 )......................• ...... ............,_ and 2•x 4 Continuous Lateral Brace.@ 6 ft, o.c. .. (Fig 11).............. .. ..................... or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays_ Double Top Plate Splice Length (Fig 13 and Table G)................•.... ft p.. _ g ,.,... . __ �1 fTahla R1 .... r. ATI C Guide /o Fl%od C011,01,11 Pion ill High l'Vind AI'errs: 110/icph J.-Virid Zone N([aSs',ICIIIl ettS .C'IIeC,I(.IiSt for- COtnp.Izanee (7So Cn-1R'5361.2.1.0 Loadbearing Wall Connections Lateral(no, of 16d common nails).........I......................(Tables 7)...................:.:...........,...,...............�1 V Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9).................................. ft in. < I Sill Plate Spans ........................................................(Table 9).................................. U ft_in, s I Full Height Studs (no. of studs)....................................(Table 9)...........................I..........,.........I...... I&— Non-Load Bearing Wall Openings (record largest opening but check.all openings for compliance to Table 9) Header Spans.............. ......'.................. ..,,.................(Table 9).................................. ft_In. 5 12' Sill Plate Spans.... ............................................,..,,..,..(Table 9)...,........:.................... ft_in..s 12" Full Height Studs (no. of studs)....................................(Table 9).................................... ...... ..... el- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension, W 2 Nominal Helglit'of Tallest Opening 2 ................................`b...... .. s 6'8" Sheathing Type..............................................(note 4).................... /..J.u... X. Edge Nail Spacing................:..........',.............(Table 10 or note 4 if ss)........................_. in. Spacing Table 10 ................. �..�........................Field Nail S 1� P g......................:................. .( ) y........:.........,....... -fin Shear Connection (no. of 16d common nails)(Table 10).................� Percent Full-Height Sheathing...................:...(Table 10)................................................... 5% Additional Sheathing for Walt with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L t Nominal Height of Tallest O enin z Sheathing Type..............................................(note 4)....:.........I.. u --Edge Nail Spacing.........................................(Table 11 or note 4 if less)... .. �ft..,... in. ` x Field Nail-Spacing ..................................:.. Table 11 ..... in. / Shear Connection (no, of 15d common nails)(Table 11). ............... Percent Full-;eight Sheathing . ..... Table 11 .....................I..... 9 .................. ( ) .................:......moo 5% Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.......:...................................................... ............................................................... 5.1 ROOFS Roof framing member spans checked?.......:................(For Rafters use AWC Span Tool, see BBRS Website) " V Roof Overhang ...................................................(Figure.19) ............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary.Connectors Uplift................................................(Table 12)......:.....................................U=zj�plf Lateral...............:..................,,.,.......(Table 12)................I.,......................... L- plf Shear...............................................(Table 12).............................................S= plf . Ridge Strap Connections, if collar ties n.ot used per page 21,.. (Table 13)........I.......I.............. T= plf Gable Rake Outlooker..........................................(Figure 20) ............,�ft s smaller oft'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14),.:.................I.......................U=41 1b. Lateral(no. of 16d common nails)...(Table 14)........:..............................L ?fib. Roof Sheathing Type ..............I......................................(per 780 CMR Chapters 5a an 59) ............ Roof Sheathing Thickness.....................................:..... ............I...................... ....... . Y > 7/16"WSP Roof Sheathing Fastening............................................(Table 2).................................. ......................:If7 . . Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of ' 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure .18a and Figure 18b 2. Exception:Opening heights of up io 8 ft. shall be permitted when 5% is added to the percent full-height sheathing -'requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in, nominal thickness pressure treated#2-grade. I ()Nvners Authorization I ornr. w f Please print or type Statement of owner-ship - f ...<..�...__..... .............. ......{.... .. ` ��y G .. ..... _..C.. ./............... Authoi-ization and address .... .... ........._....-._..... . - _......._. Name of Authorized Agent / C.'ontractor j�.--- 4 cx �.)wners Signtrture Date , parate letterrroirr flit,tawner-with the stbovis inl'mnratiirn and act original signature is acceptable A t;txc:(j co,)Nl rs:a cceptawe for the,issualre.e of(Ile pi:rrrrit but the original must be 1'urw.:Irdcd prior to ally inspections. Pbonz, rrrrmbr°: �;tlS—"aGtt-tx.l.5; Fax rrurnitvvr 508 394 -6289 I � BEAM A HEADER AT REAR OF MAIN HOUSE(2 REQ'D) by Weyerhaeuser TJ-Beam®6.36 Serial Number: .2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL User:1 11/4/2010 2:56:59 PM Page Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12'4" Primary Load Group-Residential-Sleeping Areas(pso:30.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.86" 1942/825/0/2768 A& Rim Board 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board@ 2 Stud wall 3.50" 1.86" 1942/825/0/2768 A& Rim Board 1 Ply 1 1/4"x 9.1/2"0.8E TJ-Strand Rim Board@ -See iLevel@ Specifier's/Builder's Guide for detail(s):A& Rim Board DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2680 -2197 6318 Passed(35%) Rt.end Span 1_under Floor loading Moment(Ft-Lbs) 6811 6811 11775 Passed(58%) MID Span 1 under Floor loading Live Load Defl(in) 0.205 0.254 Passed(U596) MID Span 1 under Floor loading Total Load Defl(in) 0.292 0.508 Passed(U418) MID Span 1 under Floor loading. -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design.methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL BILL RUBEL FANGER JOB MID-CAPE HOME CENTERS 341 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS, MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright © 2009 by iLevel®, Federal Way, WA. - - Microllam® is a registered trademarks of iLevel®. - _ I=j BEAM B RIDGE AT NEW ADDITION by Weyerhaeuser - TJ-Beam®6.36 serial Number: 1 3/41' x 11 1/8" 1.9E Microllam@ LVL User:1 11/4/2010 3:01:05 PM Page Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope1012 F_ Ell -- o b 1W 4!' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 10' Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 2.43" 1808/1375./0/3183 Ll:Blocking 1 Ply 11 3/4"x 11 7/8"1.9E Microllam®LVL 2 Wood column 3.50" 2.43" 1808/1375/0/3183 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3080 -2394 4541 Passed(53%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 7701 7701 10263 Passed(75%) MID Span 1 under Snow loading Live Load Defl(in) 0.195 0.333 Passed(L/615) MID Span 1 under Snow loading Total Load Defl(in) 0.344 0.500 Passed(U349) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 4'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: MICHAEL BINNALL BILL RUBEL FANGER JOB MID-CAPE HOME CENTERS 341 MAIN ST 465 RT 134 COTUIT MA PO BOX 1418 SO. DENNIS, MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright O 2009 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. - �it� U/LiY,7/I�Z042Cl/�GiL� dC12CldP,�6 Office of Consumer Affairs&B siness'Regulation; 'icense or registration valid4or indivjdul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ,::.105530 Type: Office of Consumer Affairs and Business Regulation Expiration. .7/•17/2012 DBA. 40 Park Plaza=,Suite 5170 „Boston,MA 02116 M AEL A. BJNNALL ADDITIONS REMOLD Michael Binnali y 25 Geneva Road F South Yarmouth,MA 02664 Undersecretary Not valid ithout sig ture ` _sue•. NI r».ichusetts- Dtpartment(tf Public S.tfch+�, f Board of Bui.ldiijo,R-6 ,,ul:ftions rntl •tan(I.l Construction Supervisor License License: 1 CS 45408 Restricted to:,.1 G' MICHAEL A BINNALL' 25 GENEV A RD S YARMOUTH; MA 02664 Expiration: 4/22/2011 - (umriii,tiiuner• r Tr#: 13640 a. c _.. • .. - _._. • : : , _. :.. __. _ ,G to 3� O . • c __.... ; _ ... . . ... _... _.. ._...:. . _...... . __ -- y _ - - _. ..... _ _ .. .. : ._:_ _ :.._._ 0 _ .. . • � � �•��� �' sew � �,�.�-a. � e . _. tiAt�• '°4° _ _......_ ._ _.. _. _..... ... _ _. .. ... _ .. : . . . ..... : ..... __ _- ........ • • • i b�.__ C�.P - .�►JG.__ ,.Nltcs2ra�<. t/1c .. � .JT. : 1 , i 1 , , • : t i • �f44•� � it's- - i�t���� : , : : _ .:.... _. ... -._ . a_ .. -- a _.. , -� Les _ . . -. ... , 1 A { IX6 �.a SO ILA _ Ar_. I� f �.AJ6. 1 � t�tP 1 • { . . n : _,. , _.. . I. , w s I a ._ .. ... _. .. ... _ .. . t�r� , + r a e _ ._.. ._. : T : .......... _ . . . . . -- ___ _ : __ ._ _.. .._ __ .__. ..____...___.. .._... .. : ------------ T : - ... _.. ._...,.. b Q ._ ..._ __. _... . ._ : : .......... -- . ... _®C ._ :. . . K F c �oF1HETown of Barnstable *Permit# 10) P Expires 6 months from issue date Regulatory Services FeeNAM . -tom v , e� Thomas F.Geiler,Director �b 3 , p lED►"`►`" Building Division - Tom Perry, Building Commissioner L Office: 508-862-4038 200 Main Street, Hyannis,MA 02601 X-PRESS PERMIT Fax: 508-790-6230 AUG 12 2003 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint TOWN OF BARNSTABLE Map/parcel Number 7. 7i 00 O Property Address Z41Z 6 is, V residential Value of Work Joao Owner's Name&Address CoStractor's Name Telephone Number Hoi,je Improvement Contractor License#(if applicable) 7 Z Construction Supervisor's License#(if applicable) ❑Workman's Compensation I ance Check one: ❑ lamas proprietor ❑ I e Homeowner ave Worker's Compensation Insurance Incur ce Company Name Workman's Comp.Policy# Permit Request(check box) ❑'Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) t i Re-side, - _ ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Propert er m Property Owner Letter of Permission. ovement ntractors License is required. Signature Q:Forms:expmtrg Revise053003 `OpIMETO�;� 'Town of Barnstable � BARNSTABLE. Regulatory Services 7 MASS. g i639• ' Building Division ArFO MPS A. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 34// 10&XJ p��• G 7�, Permit Number Owner fA--v 6r-;P Builder �' K'5 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: IV L�-- �.?fl-l c. ¢�sc-e555 . I DK 7p 0 7-6 P1/11 7- bE5 /U O T— /U C L (.Q ---�y red(C/v- t-e v r '7- [5 Please call: 508-862-4 for re-inspection. Inspected by �- Date s // f�llV MASH PEE, °. 2 1894 AM`88 `Q MASHPEE ^rk5 .; UIT IF ND Rp. 1 .a J Y O� ' I HEREBY CERTIFY THAT THIS PLAN ' WAS PREPARED IN ACCORDANCE WITH O LOCUS MAP 1'_2000' THE RULES AND REGULATIONS OF THE MASSACHUSETTS REGISTRIES OF DEEDS ' AS A ND D T JAN 97 .. _ ' =*- - • ' � ,." . RO T'E RAY ON LS DATE NOTES: \ PARCEL A AS SHOWN IN BARNSTABLE COUNTY PLAN BOOK 288 PAGE 91 LOT 6 AS SHOWN ON PLAN IN BARNSTABLE °COUNTY PLAN BOOK 72 PAGE 47 s I _ N/F z PERSIS✓CHIL PS APPROVAL UNDER SUBDIVISION CONTROL LAW i NOT REQUIRED. NIF DATiN ! ' LEO✓B'MARJOR/E H CONLEY------------------------- 3 i LOT. 6 a ^Ol 9465 SF A " OF THE BARNSTABLE PLANNING BOARD h I WISTING _ 40 12.52 ELLING .. h N "I celFNo _ _ 'S 20 26'43"E. m ° 3 90.00 a ` ui bi LOT 6$ 13031 .SF PARCEL A Z NSF STAFFORD.H CYPHERS 8665 SF, c� ,v '- ro• - , - «: N EDWARD F 8 NARY MURPHY. m p m z a F m Is_SO EXISTING L43 to Y of DWELLING MIX o Y?.Of AZ�o "Cl' d Q CI3 IFND V°�'atib 66.04 N 29.29'SS"W 185.04 90.00' x a MAINx a STREET Y 3 a (P „ � UBLIC 40'. WIDE) »- tI MAP SECTION PARCEL LC/T . n .. 221. 30 @1Uf,Jgs'a . A PLAN OF LAND t a ROES PARCEL.A 8 LOTS 6 A Sr 6 B ✓ RAYMOND' " Nn,2,5B3Q MAIN `STREET BARNSTABLE (COTUIT) i MA M OWNER ROBERT'L PAINTER 8 - I s NANCY SWAYZEE I ' ARROW ENGINEERING INC r P.O.BOX-236 10 CAPE'DRIVE SUITE B POMFRET, CT' 062W d r , MASHPEE.so Po io o _ 30 so so r DATE 4 SHEET 026 SCALE I"=30' OCT AS 1987 I OF DRAWN BY CHECKED BY �ApqpEpBY., PLA _SCALElN FEET - SEE/HP• JTH 4 6 I;.