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Home My WebLink About0336 HOLLY POINT ROAD �� . � d Y u ) ..,� j' 11 , � � u� w�' •., � W4 9 f o �i � � u �. � „ , _, .. _ A ` F � .. .. �� .. .. _ " i u a ., .. � �� ,. r. r. u y �. � � - F ,. - n d a � .,. .. ,. _ M1 ,___ r,__._..__. .. - .._... ..sro Er- Gh/M N U o� N Existing Garage Addition n a 153 f 35.2 'd Drive Ne�j 27.2' 8.0 FadNa Q m ego ti Garage o `� U yeo,/ TO, 4 85 7 3' a 22 0' 8.0 m a Over ead 30 0 Lot 42 IZD Deck Map 32 conc. 336 Parcel 26 atio # Ctf. 124570 el TOF=47.9 60.0' oS--- (Assumed) gyp. o ed ' �/gam: 0 -, LAX Flo_ - - - _ _• - l� L 1 ats TmEj TOWN OF BARNSTABLE ZONING STREET ADDRESS: IJ36 HOLLY POINT ROAD (39 VINE STREET) BY—LAW v ti - - ASSESSORS' MAP 232 PARCEL 26 OWNER: PETER & CA THY MURRAY ZONE RD— 1 DEED REF.: CTF. 124570 PLAN REF.:, L.C.C. 20239C LOT 42 SETBACKS FRONT = 30' SIDE = 10' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL REAR = 10' KNOWLEDGE, INFORMATION AND BELIEF THE ADD/TION SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS PROPERTY LINES SHOWN HEREON OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED ON THE GROUND. "AS—BOIL T" TERRY THE ADDITION DEPICTED ON THIS. ANN PL 0 T PLAN , PLAN WAS LOCATED ON THE GROUND WARNER w No.38721 /N S it BY TAPE SURVEY ON JUNE 7, 2007 AND BARNSTABLE, M EXISTS AS SHOWN AS OF•..THE.DATL� ss � MASS. ,� n OF LOCATION. CALE.• 1'=30' JUNE 11, 2007 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 0' 30' 60' 90' THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. PROJECT NO. 04-340AS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map r Parcel " C3 2 Permit# '7200 y13_D- Health Division Date Issued Conservation Division Fee Tax Collector Application Fee Treasurer r 312�t62 Planning Dept. Checked in By V Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address \. > �� 6 ydpu� A-2 Sc-111 Village 0-:eJ Owner A Alwva Address =�L) Telephone / 0 f] L-2-3 Lo Permit Request 1�� l `3-�-:� yc_ - �[*,c, oi' t1 - LL_ iT�� QeQ2.." e,4 Square feet: 1 st floor: existing g proposed "� 2nd floor: existing proposed Total:new D Valuation Zoning District Flood Plain Groundwater Overlay ;N Construction Type Lot Size Grandfathered: ❑Yes D No If yes, attach supporting docu i ntation:'' Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure - Historic House: ❑Yes *o On Old King's Highway: ❑Yes ' to Basement Type: _4''Full ❑Crawl . alkout ❑Other Basement Finished Area(sq.ft.) q,3 Z-.I1 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil lectric D Other Central Air: (3 Yes )iq'_N'o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:0 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, S r.�.X� BUILDER INFORMATION .Name . ".P� Telephone Number (ab iz\ ZRJ_i.LyL Address --cv License# Home Improvement Contractor# ( d is Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A Coate SIGNATURE DATE �, /� FOR OFFICIAL USE ONLY PERMIT NO. , "NSA DATE.ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING el I z irl" DATE CLOSED OUT ASSOCIATION PLAN NO. - - ` r" it �I i I1 :i FAq � 1 S � IN �� !ILA. 4 � (� �� r�'` �A�•`r Mol 14... Lam, Av •r, � + PA 39 _ The Continonwealth of Massachusetts 77. Department of Industrial Accidents r Office of Investigations 7,h "- '- 600 Washington Street, . Floor Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Buildin&/Plumbing/Electrical Contractors ADplicanc n ormat on.y 1 , ' >� .�d4 � t �at z �t fim! M p sv.c,v .. m a •,i^� s a $ % {b�Sr i C1 41xtG ast i c .fi .<k..r;Please<..PR1TleetblY:.. f I ,; f, ,s .:t. ""-, 'lx„x.�.s,. •tE.,r,.�,,.�, name: address: cin- stater t zip: phone z a wort: site location full address: f ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction' emodel 1 am a sole proprietor and have no one working in any capacity. ❑ Building Addition 3a ';i:Yy'"`w.M •-1r.., ❑ I am an employer providing workers' compensation for my employees working on this job. company name: C4 address: ` R `{ % city: Mt -,, - _ b® t� 7.1� l� �/ phone insurance co, l-( e L+v U et policy#l•QJq L -3 i LEA'1/' t.3 �' k 4'^rr". ..w€`w1a'. aslaay`:wn,�Mis?'✓^`s. !'+�5:i"ax }aa34' '1`s'§'�`><'„fAMC.i�i``y:';fi'k..u.�'x�_x�'.a�t,@f`,:..'�'',.X�'a.3x^«,::. w..:i.:-:Y...d1' `:kis^?;'s.l.•.a „,a*`"x,:.Y ❑ I am a ole proprietor general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following r e comppensation polices: company name: / v address: city: phone#: insurance co. [colicy# company name: address: city phone#: I insurance co ,1 tpohex# h,'4.n ✓d�'+tl A J frtach,�dt�itionaI sheet�f n¢e¢SSBr,Y.§� Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalties of perjur}'that the information provided above is true and correct. �! Signature D Date '1lL " �! f Print nameLe� Phone 0 ( )L��.l q. ..... TR' •..:i i• •^die�'�!. ..... ,.. :t- ;... ..... .. . .: W � �� %a�"* ::. -. official use only do not write in this area to be completed by city or town official city or town: permitflicense# ❑Building Department ❑Licensing Board Q check if immediate response is required ❑Selectmen's Office ❑Health Department , contact person: phone#; J]Other i,-, her- - Sept 2GU3j . • �. ., s'i *u"�'�'>i1�. . . <:;. W°,. � a'.� ,� ,�"`'' �',��.v�`+•.� `+n.:m�.'�"",,:3,�.'4"�?�'nu+P "rw'"��r"�a. .a�- r `�4 Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law",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 amr 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 section 25 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,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. v. , w'r ^s�' ,g y�jrir+. ,,� ta+ M'+t,°,. '+��h@"At izlw,`�'4 C QCtr -7Yn roplr P•"^"�S+� (n Cv "4. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits 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. e �I'�•"4+ y � r ,, T^^*+r°:aM��, - .0 r s r ,9 -�, �s � y r,Wa.•,, '!�• ^ ' �;., 4 y�rl� +. i,��w i.�,ir•��"a' ��,�� g,; �,p� tt�� y a tA.�4rot�^""=� �b� r�;iti� ""�r�.. t r�q : � e� �G'' t'�F °.".. #�tr..w,� � �� 1��"'9�,• s��,�:��i�'fi 'tfi � a, ti r'.N `"r�'•r.�+,„v��x �,v City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. �^ ti _ f � � F s+"! � :ks � � 1i Fit d�� ,•; �qy .�k� �.�+�a � .d a ix t �4 �+t"i i-' �:i � y c ''�a 'S��a��6 S tr a. ` '`'�* u +.'� .'�,,.•� «-.,a�� 7.,.��`� �.7'� "?si�;%+.if'ihr"�t,brs z��''."?:n ':*{"�'�', ,s�..;�" .�iawn,t � The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`n Floor Boston, Ma. 02111 fax #: (617)-727-7749 phone #: (617) 727-4900 ext. 406 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00. Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $ 25.00 wram FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x .0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft. = x .0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $ 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 ' >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x.0041=' STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= Jo 'o 0 (number) Fireplace/Chimney x$25.00=- (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) . 'Permit Fee Projeost Rev:063004 �Er Town of Barnstable ti Regulatory Services an MMASS. Thomas F.Geiler,Director ass. Eo;�a�� Building Division Tom Perry,Building Corrunissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax'. 508-790-6230 Permit no. Date AFFIDAVIT 6 HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: -�7,� Q � Estimated Cost )d7 -ad ^ Address of Work: r aj 111 C � `�y j �4' f -V Owners Name: v cl., K-' Date of Application:_[ , 6 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY , I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav l L dam-- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map U Parcel � � Application# (� /W� Health Division Conservation Division 015Zr 5-Z 3 P U'"` Permit# Tax Collector °' Date Issued 16 Treasurer Application Fee Planning Dept. Permit Fee d � Date Definitive Plan Approved by Planning Board GAzZ �/ �°� ' Historic-OKH Preservation/Hyannis w / 5 i _ �P TKJ�� 1 il7 Project Street Address �� --�� J11¢ G� T d Village e- Iry t LLB " Owner C -h 1 w'" A1k)vAfr`/ Address Telephone 15- 1., 2 3 Permit Request AA:�L. t `�`'s P4!t;5" lb-i G�W ir .51Yi ic:"l.."l, &Y. -,i° Kyyl ktoo -to Square feet: l st floor:existing) proposedI 2nd floor:existing ® proposed 1�6 :a�fotal new 42A Zoning District Flood Plain Groundwater Overlay u> Project Valuation gz,,cxcsta.ub Construction Type WC2 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting docum In tation. 110 M Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure11P4 vi�,A _ Historic House: ❑Yes )j(No On Old King's Highway: ❑Yes to Basement Type: ❑Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) : 31 A 6 Basement Unfinished Area(sq.ft) %o .6 t Number of Baths: Full:existing new -0 Half:existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths):existing new First Floor Room Count 3 Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Ves ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes )�No Detached garage:0 existing ❑new size Pool:LI existing ❑new size Barn:❑existing ❑new size Attached garage: existing ❑new size Z �hed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal#_ Recorded❑ Commercial ❑Yes YNo If yes,site plan review# Current Use �t I�JC L-P_ Rcvy c Lq V\0- 61- - Proposed Use - t BUILDER INFORMATION Name _Z>kdr 4 G.L- L,;uk� = Telephone Number Address License# f Home Improvement Contractor# r`� _ Worker's Compensation# We a—315 -.3 a 8Uy- 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE 9 DATE p' r' Y. 5 ' FOR OFFICIAL USE ONLY + PERMIT NO. DAIEE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE -r . OWNER DATE OF INSPECTION: FOUNDATION J I? 6-7 4,1AL - FRAME k ' F INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING y 41 Z5`� = •� DATE CLOSED OUT i ASSOCIATION PLAN NO. The Commonwealth of Massachusetts ' Department of Industrial Accidents ' Office of Investigations n ' 600 Washington Street "Boston,MA. 02I11' wrvw.mass.gov/dia Workers' Compensation InsurAnce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiovUdividual): .Address: 3Sq City/State/Zip: M Y. ( Phone.#:_ c��. µZ Y0:•- l 808 ' Axe you an employer?Check the appropriate bog: :Type of project(required)',.l:❑ I am a employez.with 4. W.I am a general contractor and I 6, ❑New construction . ,� employees(full and/or part-time).* • , have hiredthe stab-contractors t 2.[ I am a'sole.proprietor or partner- listed on the'attached sheet. 7 . Rimodeling '' Ship.and have no employees These sub-contractors have g, []Demolition iyorking for me in any capacity, employees and have workers' 9. Buildin• addition . [No workers' comp,insurance comp, insurance,$' g required.] 15. [� We are a corporation audits ME]Blectrical repairs or adclitions officers have exercised their ,'3.❑ I am a homeowner doing ill-work�. 11.❑Plumbing repairs or additions ' myself,[No workers' comp. right 6f exemption per MGL 12,M Roof repairs . . insurance.required.]t c. 152, §1(4),and we have no employees, [No workers' 13.[:] Other comp,insurance required.] *Any applicant that checks box#1 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 anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer.that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,#:_ A)C'_ a -S9s-•3 CR 811q •-0 3( Expiration Date: /Q/ 0 7 Job Site Address: JQ City/State/Zip' Attach a copy of the workers' compensation policy declaration page-(showing the policy number and expiration date). Failure.to secure coverage m required:under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 of up to$250.00 a day against the violator. Be advised that a-copy-of this statement maybe forwarded to the-Office of Investigations of the 1DIA for insurance coverage verification ' I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. . City or Town: ' Yermit/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#; 1 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 hiie, 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 employe=, 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." MOL 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 construi#buildings in the commonwealth for any applicant who has not produced,acceptable evidence of compliance with the insurance coverage required." . AdditiomaIly,MGL ehapter+.152,§25C(7)states"Neither tfie commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence-of compliad v�fh-tlie 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,e necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cerlificate(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 requirea 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'lind. 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 permittlicense 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 (C%1'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 fo 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 vs a call. The Department's address,telephone•andfax number:. The CommonwWth of Ma rhusetts D moat of ladustial AecidleCtS Offleo of fix'Vesdgai ORS 600 W&shingtori Stmet B(nton,ARIA 02111 • TO. 617- 7 4,6QQ ext 406 or 1- 7 MMASSAFE Fax 4 617-727- 749 Revised 11-22-06 WWW.M g6v.1dia -01 b c RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 ' Alterations/Renovations $50.00 Building Permit Amendment $25.00 . FEE VALUE WORKSHEET NEW LIVING SPACE c��-a 3 square feet x$96/sq,foot= x.0041= _ plus from below(if applicable) 1 ' Z ° r ALTERATIONS/RENOVATIONS OF EXISTING SPACE 2-", > square feet x$64/.sq,foot " � x.0041= 11,3 plus from below{if applicable) GARAGES(attached&detached) square feet x$32/sq,ft.__ !�, .004 1Q ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x S30.00= (number) Deck x$30.00= (number) Fireplace/Chimney C�,p� x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25,00 Relocation/Moving S150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 Town of Barnstable ' Regulatory Services Thomas F.Geiler,Director Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. __ Date AFF DAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c, 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvemer4,,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but notmore 6=four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:' v,•��@� � t� 01 �A�. Estuma ted Cost �90 ®O Address of Work: Owner's Name: Data,of Application:_^ , I hereby certify that. Registration is not required for the following reasou(s): ®Work excluded by law [3]ob Under$1,000 C]Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE ROM IMPROVE,MENT WORK DO NOT HAVE ACCESS TO THE ARBn RATION PROGRAM OR GUARANTY FUND UDDER MGL c.1.42A. SIGNED UNDER PENALTI1xS OF PERJURY I hereby apply for a permit as the ent of the owneerl: _ IA4�Uo IXLL Date Contractor SignatureRegistration No. OR Date Owner's Signature l Qvp4Ues.fomu:h0me&ff1 d nv Rev: 060606 Town of Barnstable Regulatory Services M t Thom F.Geller,Director ®` Building Division Town Ferry, Building Commissioner 200 Mail Street, Hyamis,MA 02601 Office: 508-862.4038 Fax.: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I. as Owner of the subject property hereby authorize &J a F.L fir'u,i`i� to act on my behalf, in all matters relative to work authorized by this building pit application for: (Address Of Job) JA Signature of Owmer Da Print Narne QFORM&OWNERPERMBSION + k ✓ C�arr�nzoruR, ulations and,Standards Board of Building a for License ti Construction Sup T�wr i.iFense CS 51836 girthdate 111511948 T►# 5613 '` I Exp►�ratlon :: 1�11,512008 Rgnctlon_. 00; � ' DANIEL� CROWLf=\Y� 5'F' ? / �— 359 RAGE. CY DR4' ;%' Comm► MARS,T, NS MILLS MA;g264$.. _, - Board ofgWayr �2 � ding,R M O U _b' /ME . MPROVFM s andacd stagy ; yi b!sfr T CON } doTR4C t Fxprratio` �192g_ TOR _ RANI = ryp �1 T9 G07 efot e gistrati i D EL E CRo r] € lu>~ividUal the °n valid p AN/EL CRD WY� x A ; Oil ofBuild�d tion date..It�r tndivtdul use 359 REGENC wL Y :k` Bo Ashburt°n $Regulat- °und return only MARST Y OR \ ;� stop,lVla:(l21 8/ace}1m 13p�and Stands ds:_ ON$MILLS,Mgfp26�y� i �srrator 1 ! , Not r.�._.... :4 slid witho 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet Permit it J" BgilderName Date Chocked By "•''` BuilderAddress Site Address 3 P Or Fb, lam' Zone 2 013 ❑14 Date 1 ��Y'A. Submitted By Phone .r - .'J'.T•i PROPOSED REQUIRED IRED Ceilings•Sk_vliehts-and floors Over Outside Air Required Insulation x h Let Area U-Value .. bcscripnon R-Value U•Valuc UA (Tabkl6.?2h) xArea UA r<�; Ceiling �. �3 ZZq g4.3 ,bZ:6 ZZ� 5`�. 7 : +. able 16.2.2a) Floor over Outside Air Ar (fable J6.23a1 ltr • .-Total Arca 6 :: `watts.Windows:and Doors -+ insulation xNeet• - Requusd "lion R-Value [�A!gValue Arcpa, r . •UA U-Value zMa VA (Ta�bleX2.2b.r d1 t uG' 7� 4Z4� s51, Windows (NfRC orTabic.11.5.3s) + °°°rt . l y- 5� 7t� (NFRC a Table lt33.b) Sliding Glass Doors (NFRC orTabie 11.53a) tit fe Total Atca tY Floors and Foundations Insulation InsulationR- zAreaor Requik s Description Depth Value U-Value Perimeter -UA U-Value z Area UA . FloorOverUneWitioned (I•abld ftt --� S ,622e, 3� ZZ'3 75.3 z&3 Basaoent Wall (rabie J6.2.2Q fe ilabeated Slab ft (Table)6.22 1 in Heated SM (Tabie wig) iri. Tore(Proposed UA=a'st 6e less rota!' �61 - Told 17Z6.01 Proposed UA OR Regairrd t7A Saummt o(CoWliianec The psuP*wd bOft dew is L-.--+Adjusted Am wr&consWeN witk Ae hu4ftpfan 1pxe{Jwedbom and other calculations submitted with the VeWtt appricatom RequIrid CA Co(nr, (f©-/V!i �/�- ��31C�►v !Z Zb 8atS&YDesign- CompaeyNmne Doti 760.22 780 CMR-Sixth Edition. 2120198 (Effective 3/l/98) r ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: mCy pOt K Applicant Address: City/Town: Cet,�i Q(31 GAL, 14 A Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b=a) %. . h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R-. e. Ceiling R-value R- j. Heating AFUE . Component Performance: "Manual Trade-Off"(Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑..Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVACTrade-Off Worksheet,if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts [] .Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources - Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c.Glazing%(100 x b-a) ❑ ADDITION with Glazing% (c.)up to 40%may use 780 CMR Table JL1.2.3.1 Below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor Basement Wall . Slab Perimeter,Depth 0.39' R-37. R-13 R-19 R-10 R-10,4 ft i Glazing Area may be eitherRough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over.exterior walls,and including any access openings.) El "SUNROOM"addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. . Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s)for Denial: (provide additional details as needed on back side) - RE CA T'u rav-4t.ts � �E''r�m t)W-2-A. t 189 Harbor Point Rd Cmi"uid, MA 026 4 7-036 1 CE+a�E -VtL-LE 1 4 . h W/fit.-�-.• 6� ,t- '' t p� .� 'TGz, 2 '&D 44OT All Q w o.L. �a t 5 nt3 -t- t5x .3 S + ill x.to 53 + o z OF �®swa►er dWu►� Scan$ do M o RUB AL ,,,A-, fsSlORK E ° f : : l �3-0 RAMSBEAM V2 . 0 - Gravity Beam Design L,�,cepsed to: Dan Braman, P.E.' Job: Murray�, 336 .Holly Point Rd .Cent. Steel Code: AISC 9th Ed. . SPAN INFORMATION: ' Beam Size (User Selected) = W10X26 Fy = 36. 0 ksi . Total Beam Length (ft) = 18 . 50 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top . Bottom 2. 00 0. 90 0. 00 2 A0 Yes . Yes, Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DLl Pre DL2 LL1 LL2 0. 00 18 . 50 0 . 398 0. 398 0 . 000 0.000 0 . 440 0 :440 SHEAR: Max V (kips) = 10. 93 fv (ksi) = 4 . 07, Fv 14. 40 MOMENTS: F Span Cond Moment @ �Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 40 . 3 8 . 8' 0. 0 1 . 00 17 . 35 24 . 00 17 . 35 24 . 00 Controlling 40. 3 8 . 8 0,0 • 1, 00 17 . 35 24 . 00- --- --- REACTIONS (kips) : Left Right; , DL reaction 4 . 72 4 . 02 Max + LL reaction 6.'21 4 . 33 Max + total reaction - 10 . 93 8 . 35 DEFLECTIONS: Dead load -(in) at.' 9. 16. ft -0. 283 L/D = 784 Live load (in) at 9. 16 ft = -0. 320 L/D = 695 Total load (in) at 9. 16 ft = -0. 603 L/D = 368 r Board Of Building Regulations - and HOME IStand. 's a Re i s. sfra{• OVEMENT CpNTRACT ORjense or.r . ~— 19295 �iefote tb eg�stratlon vaL ; �-9/2007 `BO a e"piration for iud.vtdul « OANIEL v e, idUa► Onerd°f Building Re irate '"Ound return se°bh + E CRO Asbburr°n p/ 8 1aHons and Stand OANIEL CRO _ Bosto ace]�1301 ar 3S9 REG wL ,' n 1�7a:U2108 MA:RST ENCY pR ONS MILLS a _ f MA 02648 n strator Y Valid witbo :. signature ' Board otBuilili a "�uraa Construction S Regulatrons and upefy, Stand"ands ,. L yen License 'ii" ! CS B 51836- c ale ; - - =11/5/1948 . 7 008 BAN; ,` v° 4 2 Tr# 5613 I 3 P'L CRO t:, J -89c 1 I ' ,MAR rPNdvMdLLS �- '�`�'.:'<,,,,-•-,..�a_,.;- 1`., mimission,erj � ii ; a IKE Town of Barnstable ABjE. ; Engineering Division r� 139. ,0� 367 Main Street, Hyannis MA 02601 Office: 508-862-4088 Robert A. Burgmann, P. E . Fax: 508-862-4711 Town Engineer SUBJECT: Numbering of Buildings Map No.-3 Parcel No. n - Date/AD,?j c, 1q, a006 IF Dear Property Owner, Notice is hereby given in accordance with the General Ordinances of the Town of Barnstable, Chapter III,Article V, Numbering of Buildings, adopted March 3,1931, revised July 21,1994, public convenience an necessity requires the assignment of number '-53(o; for your property located on o(_t_4 a iwr ° —`*- t'►l 1 STREE AME VILLAGE ' This number should be affixed to your building so that it is visible from the street as outlined in Exhibit"E", Town of Barnstable Rules and Regulations for Numbering of Buildings. Please contact Mr.Frank Schlegel at the Engineering Division at(508) 862-4088 and be prepared to provide all telephone numbers at this location so that your E-911 account records can be confirmed when the correct building number is posted. Robert A. Burgmann, P.E. Town Engineer encl.: T.O.B. Rules &Regs. _ Common Questions _ Site Map _ Assessors Change Form III P�Ceemcllt Pale 1 of 2 07 ME 4 k. `��,��i^zw�¢a�r ��. �*" s�y��Y.� k�'� � ,,r .� Y _ r ..':°v�a-��ti��•��ss ,^�yn.� u' _ .�.�-�;3 .✓�;...__...uvdi.��_�.;a�:�sra`�:?_.�.�.,..� �W......... .. .. ..... ..;�.r,�� .::r��rx..•:p. ,.�::1 Logged In As: Friday,January 19 2007 Frank Schlegel Application Center Road System Reports Road System Parcel Detail Parcel ID: 232026 Sewer Acct: -_-- TAR Udate Devel Lot: LOT 42 E Owner: HURRAY. PETER D & CATHERINE A Co Owner: Street: 208 HUCKINS NECK RD City: JCENTERVILLE State: MA Zip: 02632 Location: 336 Eli HOLLY POINT ROAD ' Village: 'Centerville =j Road Index: 10731 Pri Frontage: Secondary Road: VINE STREET ! ---................_.........._..._...._ ................................................... Sec Index: 1763 Sec Frontage: 155 .........,...--__....�__.._.i . ...... _..................._....._.._........_........_..........__.............._._..._............._.__._..._......_............_.__._._..........._...........__.._._..............._.... Visions Location: 1326 HOLLY POINT ROAD Last updated: 4J14/2006 11:11:10 A _................................._......_....._........_.__.._.__.................._....._...__..._....._.................._.._..._.._._....._.........._.._..._.._.._._..._...._....: __._..-.._................_._.._....................._...._.., --------------- No. Bldgs: 1 Account No: 144196 Lot Size (acres): 0.5800069 -._................_..__..._..__...._......... . _._._..._......_..........._._....-- State Class: 1010 i Year Added: 1 69 Fire Dist: 3 ........... . Deed Date: 10/22/2004 Deed Ref: C174781 Land Value: 810000 Bldgs Value: 221700 Extra Features: 24000 --------------- Condo Complex: Building: unit: I Update L RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100,00 Residential Addition $50.00 ' Alterations/Renovations $50.00 Building Permit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONSIRENOVATIONS.OFEMSTING SPACE square feet x$64/.sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft.= x,0041= ACCESSORY STRUCTURE>120 sq.ft, ; >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . , >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building pern3it: square feet x$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x S30.00= (number) Deck x$30.00= ' (number) Fireplace/Chimney x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25,00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 Town of Barnstable Geographic Information System March 9,2007 232029002 Z 32047 23203! 236" ( _ 236 226 232029001 2322~0,146 rZ070 300 t3 07 .. j49 O f rc = 233 '0 272020 r3Y1? {232069 F2071 219 O Q y0 2a2027 �6 0- 232067 232063 _ 24 232066 _ 30S 14 232065 6 232061 VINE STREET T 229 ;,Z3LUZb 326 232060 241 ff 232024 • i'- 19 232072 5 232059 --53 232075 r 346t 232074 ` .` 34 232058 3 µ� 232076 232073 46 279 366 _; 262 232023 232050 0 56 Feet 40o z3zo49 z32ozo 232043 ;�5 -'357 339 232051_232053 ILI DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:232 Parcel:027 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:CRESS,VIVIAN M Total Assessed Value:$1048500 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.37 acres Abutters w,� E Location:328 HOLLY POINT ROAD boundaries and do not represent accurate relationships to physical features on the map r off such as building locations. Buffer i�;;! Town of Barnstable Geographic Information System March 9,2007 232029002 232047 2320J 2g6'r .� � = 236 �_ 226 232029001 232046 �32070 300 U `; {249 2 L�•",f O rc = 233 272020 g 312 3?069 2 7 ') y 19 = 219 O © yO l 232027 232067 f� /� 232063 24 232066 l JOS 1 _ . i = 14 232065 232061 VINE STREET _ 229 L3LULb tea 232060 241 J232024 ,_ i•9, 232072 5 2:32059 2ss 232075 - 34E �r k 320744 ' ` 33 232058 232076 3)2073 = 279 366 r-62 232023 232050 0 56 Feet L32049 2�2020 400 232043 r-"�' �` 357 232051r.,_232053 379 �" ,F S �--� — 39 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:232 Parcel:027 a N Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:CRESS,VIVIAN M Total Assessed Value:$1048500 1"=100'may not meet established map accuracy standards. The parcel lines on this map : �f Via.E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.37 acres Abutters S` boundaries and do not represent accurate relationships to physical features on the map Location:326 HOLLY POINT ROAD such as building locations. Buffer r Town of Barnstable Regulatory Services 'Men=F.Ga#ler,Mector SIM •`'* Building Division Tom Perry, Buiidiwg conudawner 200 Main Stwt, Hyannis,MA 02601 office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A wilder I, as Owner of the subject property hereby authorize 11 i� f L e 1�0 Lk)L fz to act on my bed in all matters relative to work authorized by this building persaait application for. (Address of job) Signature of Owner _ Date Print Name Qpaws:ownie�stox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 77,5J ,7-- Parcel 2-(10 Application# 1:�)Ow OAS fo Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee )61:34?5 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address (*A 3.10, AcLl-q1 ;k) Village _��.v� :�v9`l - dY1i�i5, C : Owner l ea nI- l��{f�i�,, �-� eye; e—.-I Address d k A";ks 11?ex kip•- Telephone pi 6�0 7'7' (vL?, SGa Permit Request, nW+.-) Square feet: 1st floor:existing proposed 2nd floor:existing y- proposed '— Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /� ®L� Construction Type ;��. ' Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 W Historic House: ❑Yes �I'No On Old King's Highway: ❑Yes � Flo Basement Type: ❑ Full ❑Crawl OWalkout ❑Other Basement Finished Area(sq.ft.) - ( Basement Unfinished Area(sq.ft) .± Ell Number of Baths: Full:existing new Half:existing / new --- Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count �® �ieat Type and Fuel: ❑Gas ❑Oil 4-I lectric ❑Other Central Air: ❑Yes Fireplaces: Existing New 1CD Existing wood/coal stove: ❑Yes o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new,,size Attached garage existing ❑new size Shed:❑existing ❑new size Other: = 5. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# 1 Current'Use Proposed-Use-- 5e5 Lv-42 BUILDER INFORMATION Name bAKJ UOL c-F�-4 Telephone Number zw-Irey) Address p.- License# fo Home Improvement Contractor# 114 Z � Worker's Compensation# 3W1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l/a( D"/ t x Tf �W FOR OFFICIAL USE ONLY PERMIT NO. Y DATE ISSUED + i MAP/PARCEL NO. - i ADDRESS, VILLAGE OWNER M 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 Regdatory Services # F Gaer, r BuRding Didion Tom Ferry, BuadjW ColmduiorAr 200 MRW StMt, Hywlis.MA 02601 Office- 508-862-4038 Fax: 508-790-6230 Property 6wner Must Complete and Sign The Section If Using A .Builder I. � � ,as Owner of the subject property hereby authorize as c L�� to act on my behiK in all matters relative to work authored by this building pe=it application for: 3:�(-o- pa )eld V (Address of Job b q Suture of Ownez Dale. �f.�'tv V't .r prat Name g:tlS.mwr+ Store %0 TV u WA AAAA 1ta9&aLp&j;, Re ul ory Services Thous F.GeHar,Director ab99 �� Building Division Tom.PaM,Eatilding Commissioner 200 Main Street, H Tv1A 02601 www.towz>barnstabla.m&.us ace: 508-8624038 Fait: 508-190-6230 Permit no. Data AYRID AVYT ROM E IMPROVEMNT CONTRACTOR LAW -SUPPLEMENT TOP APPLICATION Nt®L c, 142A requires that the"reconst=tion,alterations,renovation,repair,modernization, conversion„ improveanent,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more tbaa four dwelling traits.or to structu.es wbich ae adjacent to 1 stick residence or building be done by registered contractors,with certain exceptions,along with other r ts. Type of Work, r p�.. Cb►'s►�� Estimated Cost /+ Z Oy-Od Address of 1/4 Date of Application I hereby cam►that: Registration is not required for the following reason(a); OWork cwhdod by haw OJob under$1,000 Building not owner-occupied []Ow=pulling own pewit Notice is bereby given tbab OWNERS PLO THEIR OWN PERbUT OR DEALING WITH UNREGIS D CONTRACTORS FOR APPLICABLE ROB IMPROVEMENT WORK DO NOT HAVE ACCEss TO TEZ ARBITRAnON PROGRAM OR GUAX4XrY P'UIV'D UNDER MGL c.142A. SIB UNDER PENALTIES OF PAY I hereby apply for a permit as the agent of the owner: Date Couutmotor Signature Registration No. OR Date — Owner's Signature Q:Frghles.kana:homaaffidav Ftw: Ofi06Dfi , ` Ark Tie Commonwealth-®,f'11d'ussrscfatesetts Department of lndustrtal Accents, fl,ffice of Investigadons 600 ftshington$treet Boston,MA 02111 www.inass.gov/dia Workers' Compensation YYiauranceAffidavit: Builders/Contractors/Electricians/Plumbers _A2plicant Information PIea.se Prat 11e 'bl Name(Business/OrgmizationRadividual). z. li, ------------ City/State/Zip: - Phone#; DR 47 P-,a 3/ Are you an employer? Check the appropriate bons am a employer with 4. [] I am a general contractor and I Type of project(required): 71m"p loyees(&U and/orpmt-the),* have hiredthe'sub-contractors 6, ®Ne�v conatuotion 2. m a sole proprietor or partner- listed on the attached sheet.t 7. 0 Remodeling ship and have no employees ' These stab-contractors have 8. ZDemolition working for me in any capacity. workers' comp;insurance. [No workers'comp.insurance S. We are a corporation and its g' ®Building addition required.] officers have exercised their 10. Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MOL 11,®Plumbing repairs or additions myself. [No workers' comp.. e. 152, §1(4),and we have no insurance required.]t employees. [No workers' 12°�Roof repairs comp.insurance required.] 13, Other `Any applicant that checks box 01 must 940 fill out the section below showing fair workers'compcMdoa policy information. K=eowneis who submit this%Mdpk indicating they are doing all-work ad then hire outside contractors must submit anew affidavit indicating such, 'Contmatens that check this box must attached an additional sheet showing the name cf the anb-roafteton and their workers'comp,policy information. d am an employer that&providing workers compensation Wuraance fop my e�p nformadon. 10yees: below is She policy and job site hsurance Company Name._ ids b Qvt� �Y1 u�rJn l_ 'olicy##or Self-ins,Lic #: ( jCZ 31 ,3 � —ej 5 Expiration Date: AD ob Site Address; J?I� 1Je 1_1 City/StatelZi p, Lire uli L tttach a copy of the workers'compensation policy declaration page(showing the policy nuffiber and expiration date). laiiure to secure-coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a . ine up to$1,500.00 and/or one-year imprisornent,as well as civil penalties in the form of a STOP WORK ORDER and a fine if up to$"l$0.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of avestigations of the DIA for insurance coverage veaification. 'do hereby Gerd under the pains and penalties of petjuyy that the infornw on provided above k irue and correct i a te• 'h e ' _Z$t�--/koy ®facial use only. Do not write to this area,,to be completed by city or town offtctai City or Town. Permit/License# Issuing Authority(circle obe): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#t '' \• .} ,� Board of Building Regulations oral Stand-;ds HOME II OVEMENT CONTRACTOR` r;igense or registration valid for individul use only Re istr fipr, -r �iefoi a the expiration date. If found return tod ' 19295 , Board of Building Regulations and Standards' fOA= 2007 One Ashburton Place Rm 1301 IdU I Boston,Ma:62108 DANIEL E CRO 2 v DANIEL CROWL ; 359 REGENCY' i-G MARSTONS MILLS,MA 02648 _ Adr..inistrator —— _ Not.valid witho signature ,l 71. Board ofBwlding R ' g s and Standards Construction Sup W ervUcense ' ^ L oense: CS 51836 i Ber ate---115/1948 r 2008 Tr# 5613 ti DANIEL E CRO" 359 REGENCY MARSTONS MILLS,MA 2648 .r Commissioner . I To: Town of Barnstable—Building Department From: Peter and Catherine Murray Re: The home under reconstruction at 336 Holly Point Load, Centerville, Ma. To Whom It May Concern: The lower level area (walkout basement) of this borne always had an area with a sink, counter and cabinets to service the family's summer outdoor barbeque needs. As we remodel the home it is our intention to reinstall these facilities once again for their original purpose. This area has never and will never be used as a separate living unlit. Peter D. Murray C:atherirle. A. Murray COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this 150' day of April, 2008,before me,the undersigned notary public, personally appeared Peter D. Murray and Catherine A. Murray, proved to me through satisfactory evidence.of identification,which were MA Drivers Licenses, to be the person(s)whose name(s) are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. y Notary Public My Commission expires: ROBERTT.MacNAMEE &my Notary Public Commonwealth of Massachusetts Commission Expires March 20,2009 0 8 BEAM AT 2ND FLOOR BALCONY-REPLACES 7x11-7/8"PARALLAM(P1) by Weyerhaeuser 4 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-Beam@ 6.30 Serial Number:7004103627 User:1 2l1/20081:57:43PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION'AND LOADS LISTED Ep r 22' 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 83.2 0.0 0 To 1'4" Replaces FROM TJ XPERT CALC. Uniform(plf) Floor(1.00) 97.3 29.2 1'4"To 5'1/2" Replaces FROM TJ XPERT CALC. Uniform(plf) Floor(1.00) 98.5 29.6 5'14',To 5'4" Replaces. FROM TJ XPERT CALC. Uniform(plf) Floor(1.00) 98.5 29.6 5'4"To 11'10" Replaces FROM TJ XPERT CALC. Uniform(plf) Floor(1.00) 98.5 29.6 11' 10"To 22' Replaces FROM TJ XPERT CALC. Uniform(plf) Floor(1.00) 157.3 47.2 0 To 13'2" Replaces FROM TJ XPERT CALC. Point(lbs) Floor(1.00) 157 102 13'2" - FROM TJ XPERT CALC. SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 2580/1017/0/3597 A3:Rim Board 1 Ply 1 1/4"x 11 7/8" 1.3E TimberStrand@ LSL 2 Stud wall 3.50" 1.50" 1790/822/0/2612 A3:Rim Board ,1 Ply 1 1/4"x 11 7/8"1.3E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):A3:Rim Board DESIGN CONTROLS: " Maximum Design Control Result Location Shear(Ibs) 3545 3199 15794 Passed(20%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 18209 18209 35696 Passed(51%) MID Span 1 under Floor loading Live Load Defl(in). 0.587 0.722 Passed(U443) MID Span 1 under Floor loading Total Load Defl(in) 0.836 1.083 Passed(U311) MID Span 1 under Floor loading, -Deflection Criteria:MINIMUM(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 22'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. F PROJECT INFORMATION: OPERATOR INFORMATION: DAN CROWLEY Matthew Gustin MURRAY RENOVATION Mid-Cape Home Centers •336 HOLLY POINT RD: PO BOX 1418 CENTERVILLE,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net ; Copyright ® 2007 by iLevel®, Federal Way, WA. _ Microllam® is-a registered trademark of iLevele. 0 BEAM AT 2ND FLOOR BALCONY-REPLACES 7x11-7/8"PARALLAM(P1) by Weyerhaeuser 4 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-BeamO6.30 Serial Number:7004103627 User:1 2/1/2008 1:57:46 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: I -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: DAN CROWLEY Y Matthew Gustin MURRAY RENOVATION Mid-Cape Home Centers 336 HOLLY POINT RD. PO BOX 1418 CENTERVILLE,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel@. i o 9 BEAM AT 2ND FLOOR BALCONY-REPLACES 7x11-7/8"PARALLAM(P1) by Weyerhaeuser 4 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL. TJ-Beam®6.30 Serial Number:7004103627 User:1 2/1/2008 1:57:47 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 21' 8.00" ^ Max. Vertical Reaction Total (lbs) 3597 2612 Max. Vertical Reaction Live (lbs) 2580 1790 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 264 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 927 -.755 Max Shear at Support (lbs) 1005 -814 Shear Within Span (lbs) 923 Member Reaction (lbs) 1005 814 Support Reaction (lbs) 1017 822 Moment (Ft-Lbs) 5405 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor r Shear at Support (lbs) 3199 -2419 Max Shear at Support hb' s) 3545 -2587 Shear Within Span (lbs) 3183 Member Reaction (lbs) 3545,_ 2587 Support Reaction (lbs) . 3597 2612 Moment (Ft-Lbs) 18209 Live Deflection (in) 0.587 Total Deflection (in) 0.836 PROJECT INFORMATION: OPERATOR INFORMATION: DAN CROWLEY Matthew Gustin MURRAY RENOVATION Mid-Cape Home Centers 336 HOLLY POINT RD. PO BOX 1418 CENTERVILLE MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. - - A complete TJ-Xpert® framing plan requires the iLevel® Framer's Pocket Guide • = — see 'Teva1W Framer's pocket Guide f p od T ad rk rnfor+�Atien TJ°'Xpe rt 75, 2" software 1 1 65, 6" _ �---g, � �-d,-e 0 JOIST AND BEAN LIST Plot ID Length Product Plies Qty Al 1d' 9 1/2" TJI 230 joist 1 2 M1 26' 1 3/4" x 9 1/2" 1.9E Micro am LVL 3 3 I CS HBO Joists By Others I I I Joists By Others I I - - CH Joists By Others i . LEVEL NOTES File Name: CROWLEY-MURRAY rev 2-1-08.JOB JOB COMMENTS Level Name: 1ST FLOOR DAN CROWLEY Plotted: 2/1/2008 15:06 MURRAY RENOVATION Design Status: 336 HOLLY POINT RD 1ST FLOOR....2/l/2008 15:05 CENTERVILLE MA 2ND FLOOR....2/l/2008 12:42 - ROOF.........1/4/2007 15:05 NOTE: Level design times indicated above provide CREATED BY assurance for proper level stacking. Design Methodology: ASD Mid-Cape Some Centers PO Box 1418 Floor Area Loading Is: 465 RTE 134 40Psf Live Load and 12 psf Dead Load South Dennis, MA 02660 Maximum Joist Deflection: 508-398-6071 L/480 Live Load FAX: 508-398-4559 L/240 Total Load TJ-Pro Rating Information: Weighted Average: NA SYMBOL LEGEND Lowest Rating: NA Highest Rating: NA O Point Load Glued &Nailed Decking is Required Direct Applied Ceiling is Not Required Line Load 1 X 4 Strapping is Required @ 8' O.C. Maximum Spacing Area Load Floor Decking: 23/32" Panels (24" Span Rating) Ea0 Seam By Others 23' 8" 3' d" 18' 6" (f --8'—�f 4'�I Layout Scale: 1/8" 1' O Detail Callout Label (See Framer's Pocket Guide) Page 1 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.45(#694)C6.42 D6.45 S6.45 P6.45 A complete TJ-Xpert@ framing plan requires the iLevel® Framer's Pocket Guide ' T 75 2^ coo iLAMO 17rgmgr'n Pectr t CL;de f P od+ T ade+�ark rnformAr;en �� IJ"'Xpert s • dII software O �eNOTE: BEAM P1 MAY BE A 4 PLY 11 7/8" MICROLAM BEAM SEE 'SEPARATE TJ—BEAM CALC. HANGER LIST - Simpson Strong-Tie Company, Inc.® A3 A3 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes 131 42 IUT3512 10-NIO 2-N10 H2 2 IUT3512 S0 -N10 2-N10 Rm1 Rml 83 13 IUT3512 £IIII IIII r,A 98 IIIIIIII HHHB9 S0O-N10 2-N10 4 50 IUT3512 1 -N10 2-N10II16" H5 1IUT9 8-N1O 2-N10 A4 H6 1 EGUS410 66-16d 16-16 d double shear 16" 87 1 MIT411.88 4-30d d-10d 2-N10 2 HGUS7.25/10 46-16d 16-16d double shear A.3 A3 1 U410 14-16d 6-10d H10Hd 2 U410 14-N10 6-N10 Al HB Pl all H11 N1 2-N10 1 HGU 6-1 16-1H12 9 6d double shear _7. . III H4 A5 1 1 1 1 L IIII Rml H4 JOIST AND BEAM LIST Rml H1 ro P2 III _M3 I11 _ H6 Plot ID Length Product Plies Qty 77777 1 i — — — HS — =l2 \ Al 26, 11 7/8" TJI 230 joist 1 d 84 2 1/16, i O i H1 3 15/16" A2 18, 11 7/8" TJI 230 joist 1 15 o A3 14, 11 7/8" TJI 230 joist 1 30 + A4 8' 11 7/8" TJI 230 joist 1 18 A2 I I rRml A5 6' 11 7/8" TJI 230 joist 1 20 A6 4' 11 7/8" TJI 230 joist 1 8-A7 2, 11 7/8^ TJI 360 joist 1 28 16" M1 8' 1 3/d" x 9 1/2" 1.9E Microllam LVL 2 2 Rml M2 4' 1 3/d^ x 9 1/2" 1.9E Microllam LVL 2 2 A2 M3 28, 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 M4 22, 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 W' M5 14' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 2 O M6 14, 1 3/d" x 11 7/8" 1.9E Microllam LVL 2 4 Rml I' A3 I Imo, s II M7 8' 1 3/d" x 11 7/8 1.9E Microllam LVL 1 1 •' e O M8 6' 1 3/4",x 11 7/8" 1.9E Microllam LVL 2 4 a 10 H10 P1 22, 7" x 11 7/8" 2.OE Parallam PSL 1 1 " Md P2 18, 5 1/4" x 14" 2.0E Parallam PSL 1 1 A3 1 m ACCESSORIES LIST 2 Plot ID Length Product Plies Qty Rml 18' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 14 Shl 4' x 8' 23/32" Panels (24^ Span Rating) _ 1 68 ' - - Rm, Rim Board . - LEVEL NOTES - JOB CONMENT9 File Name: CROWLEY-MURRAY rev 2-1-08.JOB DAN CROWLEY Level Name: 2ND FLOOR MURRAY RENOVATION O 336 HOLLY POINT RD o Plotted: 2/l/2008 15:00 CENTERVILLE MA Design Status: N _ — 1ST FLOOR...:Not Designed CREATED BY 2ND FLOOR....2/l/2008 12:42 ROOF.........1/4/2007 15:05 Mid-Cape Some Centers I PO Box 1418 NOTE: Level design times indicated above provide 465 RTE 134. assurance for proper level stacking. South Dennis, MA 02660 Design Methodology: ASD 508-398-6071 FAX: 508-398-4559 Floor Area Loading Is: 40PSf Live Load and 12 psf Dead Load Maximum Joist Deflection: SYMBOL LEGEND L/680 Live Load L/260 Total Load Note from Operator TJ-Pro Rating Information: O Point Load Weighted Average: 49 Lowest Rating: 36 _ Highest Rating: 67 — Line Load Glued & Nailed Decking is Required Area Load Direct Applied Ceiling is Not Required 1 X d Strapping is Required 0 8' O.C. Maximum 'HBO Beam By Others Spacing Floor Decking: 23/32" Panels (24" Span Rating) O Detail Callout Label ^• Normal O.C. Spacing = 16"* (See Framer's Pocket Guide) -Unless noted otherwise Required Bearing Length in inches 22- (Adequate bearing has been provided if bearing length is not indicated.) Layout Scale: 1/8" = 1' LEVEL COMMENTS Page 2 of 3 REVISED 7/17/07 PER DAN CROWLEY r FOR THE TJ-XPERT WARRANTY r SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.45(#694)C6.45 D6.45 S6.45 P6.45 i i � o�7� r�� a �� f - DETECTORS REVIEWEDoo N ". ZT$ �$ SMOKE ETEC B lei/� f W c-, E BUILDING DE DATE oc00 A TA L PT 3 REBUILT M¢x 4 a DECK FIRE DEPARTMENT DATE 7D< T$ e$, �'$ Sg• BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - r NEW H - IMPORTANT — UPGRADE REQUIRED m § CANTILEVER ' PELLA CUD PELLA CLAD' q G `'" PELLA CLOD FRENCH SLIDING DECK ' - FRENCH SLIDING : ry VIIHDDW FRENCH SUDIN DOOR OK DOOR I.,S2O)= g SEAT g DOORT2S1Ao F STATE BWLDIN CODE REQUIRES THE UPGRADING Of M I !1f. • SMOKE DETEC ORS FOR THE ENTIRE DWELLING " I OR EPING AREAS ARE ADDED OR CREATED F ONE MORE LE } Q.PeNTo. LIVING q '; I I I•,-1N ABo,F 'ROOM m GAS F.P. I I CASIHETS F' '_ I F 1`IOTE• A PERMIT IS REQUIRED FOR THF k I q INSTALLATION F SMOKE DETECTORS-THE ELECTRICAl ,r.r r.• 74r „•$- - T-1v r$ g :..".>,.. - - PERMI'r`DdES T SATISFY THIS REQUIREMENT, •. 4. n -:.•'�. • - F I I�UHF.F. - I F _ J - e MASTER -- - --- ——— -- E7 h R q J BEDROOM © ® a`aA eoLUMNsw CAPS a BASES .. x MULT,LVLSENt--- -- - CARBON MONOXIDE ALARMS " hclos. � NEOFS.F. N SHELVES SHE VEs Y' E I i L m E D MUST BE INSTALLED PER- T a ~ ,�` 3$ GO N N REGENCY AS III. NK q M MASSACHUSETTS BUILDING CODE - PKT.DOOR •• (VERIFY VENTINGWI MFR.). _ 9 0.I I b 4 3 " ` C uH Oo"�" l I © Asa°BasEs N° 00DIN cAe r y MASTER ( ( OST h 1 I-� BATH a I I - a . aw I I I I DINING KITCHEN II C, (VE m LAYOUT WI OH ER" `.i _ _ Dp f ROOM ENTRY r - GLASS UP DP ry A w i � '=FI�i j MUDHALL m » - HALF ovLNs I - - r_; WALL - ------------- --- -- --- ---- W q - PORCH B ICOVEREE T I I REF D©© , ROOM N x AS 'TRY i s.3. cPOST O A '" A '3. - _ O 1 D - r C * e f J S'$ 17z T-P - 7-S 3'.,' 7.O' -6$ 6$ 3 y F"� �--L , ®- .. F4 FIRST FLOOR PLAN N w h r a o L . EXPANDEDn ^ o� a-4 GARAGE H " _ - FIRST FLOOR 1748 S.F. - SECOND FLOOR. =-1912 S.F. + . . GARAGE = 540 S.F. Z WINDOW C�C D��E ®NEW SMOKE DETECTOR a "WING WALL BE REMOVED ---- ----- ------ --- ------ ----- �y Q CARBON MONOXIDE DETECTOR' ---- - W O TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS q q w A PELLA 2957 7-5 3/4"x W-9 1/4" DOUBLEHUNG LEGEND: ::.: -- -- �1�F-1L B PELLA 2929 - - 7-5 3/4'x2'-5 3/4' AWNING - - - ------ ------ ------ C PELLA 29W 7-5 3/4"x 4'-5 Wr CASEMENT - EXISTING WALLS-. ` q (NEW<•CONC.sLAS q w E--I � O - PITCH 7 TO O.H.DOORS) '.f - .. D� �PELLA 3541 ... 7-11 314"x 3'-5 3/4' .. CASEMENT - - - CONSTRUCTION TO BE REMOVED m E E q' m E PELLA 2141 - .- 1'-9 3/4"x 3'-5 3/4" CASEMENT NEW CONSTRUCTION mco F PELLA 2965 7-5 3/4"x V-5 3/4" CASEMENT G PELLA CUSTOM V4r x S-11 3/4" CUSTOM PICTURE NOTES; " sv a 77 O.H.DOOR SIT K TP O.H.DOOR` ' H PELLA CUSTOM 5'-0'x 5'-11 3l4' CUSTOM.PICTURE ' SCALE J PELLA 29% 7-5 314"x W-11 3/4" CASEMENT 1.) CONTRACTOR IS TO H VERIFY ALL EXISTING CONDITIONS APRON K PELLA 2953. - 7-5 3/4"x 4'-5 3/4" DOUBLEHUNG &DIMENSIONS IN THE FIELD L PELLA 2941 7-5 3/4'x T-5 314" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 1�4�f — f—Off M PELLA 30 7-8 31V x 2'-8 3W CIRCLE DETAILS,&FINISHES IN THE FIELD NTH OVMFR r$ v$ $ ° s� ,$ DATE N PELLA CUSTOM 4'-0"x T-1 3/4' PICTUREICIRCLEHEAD COMBO 3.) ROUGH OPENING,HEAD HEIGHT OF 1MNDOWS AT FIRST FLOOR TO BE 8-10"'ABOVE SUBIFLOOR n 'r P PELLA 2547 P-11 3(4"x 4'-5 3fr CASEMENT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS a.p 1 2/28/2 OO t Q PELLA 3571(TEMPERED) &_10 3/4"x V-11 3/4" CASEMENT DOUBLE COMPOSITE STATE BUILDING CODE: a THE DESICHER SHAUL BE NOTIFIED IF AIe R PELLA 3571(FIXED) 11'-9 1/2'x 5'-11 3/4' CASEMENT FOUR WIDE COMPOSITE 5.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS• ERRORSOR OMISSIONS ARE FOUND ON D WG. N 0. NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCTION: THESE DRAWINGS PRIOR TO STARTOF WITH WINDOW MANUFACTURER 8.) _ Wu BERESPN.RESPONSIBLE CONTENT PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE IN THESE DRAWINGS SIS I FONSTRCONTENT VIA UNDERGROUND CONNECTIONS TO`COMPLY WALL LOCAL CODES COMMENCES THESE WToe IT CONSTRUCTION THE _ SIGNERF ANY ERRORS R OMISSIONS Al 7. ALL CONCRETE USED FOR FOUNDATION WALLS:FOOTINGS&SLABS DESIGNER WNGS ARE SOLELY FORTH U ) THESE OWNER SAKE ANY HER THE 116E _ TO BE 3000 PSI of THE DRAWINGS NOTED.IRE OTHER USE N 8.) VERIFYALLPLUMBING&ELECTRICALDETAILSINTHEFIELDW/ y eEOFUHTOFTHE oEOsar�RunEn�T ARCHITECTURAL COPYRIGHT PROTECTION CONTRACTOR,SUBCONTRACTORS,&OWNERS ACT OF,m N �8 s$ as Q C4 . v� - r$ xD-N r$ a.0' - 3'$':• Y$ r.14 . '+ w c F�� PEL'A CfAD A - B F1 - C FRENCH HINGED h N W.-.00 DOOR 77Bt MUNO AT h leFRENCH DOOR p • Ty - TEMPERED III O m ..4 N I BSIFOLDD I LIVING • U I N ROOM It J CLOS.I ` BELOW L b a BEDROOM#1 uN. H m r<L-DowN , MUM LVL FLUSH rwLlNc N 4 STAIR I ® b FOR CEILING L _ J HALL© �$ ROOF DH PALM BO'C.O�,-_ - - - DECK y h O FLUE CH4HE FOR PELLA CLAD fn .. C _•FO DIMS I i 1 GAB F.P.BELOW FRENCH 7281 XO CASu'LBINET E E 6 b m ? ENTRY —WALL nncKENEOTD © MATC BATH BELOW F R8TNFLOORAT s•T1nv ae 2-1 .•$ D r$ • ra ——— - 1z$ t s sIFAm. ra F\ 3$ s-n• u•-r rs Q) / I Lj I OFFICE I BEDROOM#2 I o a ROOF Los N / I I BATH$ DECK t \ F A ELIA CIAO 7.1v r'•Y '•I TJBI XO UNDER. K. K ROOF^� S1g I _ `REc.11Ot BARSINK e 4 DECK t zBUTE 50 1� I I® 7s7e• - - - 1suTE WETBAR B CENTERED© to (.• - '• W1 ABOVE ON F�1 OASLE 6$ 7-1V 7.10' a _ - L co) I BUILT-IN I _ '2T8 •6a , 14-R �- CABINETS I IF r l ` I b� 4 Z SECOND FLOOR PLAN _ RooM GAB m w (VAULTED CEIUNG) F.P. =SQUARE WD 0 w FLUE CHASE FOR - L - O " 015 FIREPLACE - - � GA ABOVE RIDGE i/'-T - LffTO W SOLASS SIDEES& L..ONT.PIDOE VENT LANTERN INSIDE rE,'L 12 MAIBEG OR EOM: .. S� - 7.7 tr$ 7S W 11-4 a� staNOLE DINT 12 - � y nO 11 CL4 HHIG WIMI ND�T ® - TOP OF PLATE K TOP Oi PlA?E t2 ZD MBEC OR EQ . t� � M EQUIV.® W.C.SHINGLE SIDING T$ J-T 3-T r.T _1 /y O WEATIIERBEaf 4 TO WEATHER Foy w EA . h CRYSTfLL WIDE111, 11 r, 1 rl - RAILINGS a$ F+i L-6i l DOOR TRW 1,8FASCMB SECOND FLOOR FRIEZE BOARDS BRACKETS� SECOND FLOOR WBf1001! co It TOP_Oi RATE TOP OF RATE CROWN MOULDING PEDIME�"Eb SCALE -m O ❑� I ® ® � AZEKia64F6 T- E 1/4' 1 —0•i uLIM CORERBARB DATE FIRST FLOOR �® FIRST FLOOR sLsEL22%_ BUBFLD R 12/28/2006 HUM /'� AZEK BM,8 WATERTABIE - - DWG. 1 V L�� O. MS I x 3CAP P.T.S,B POST W CARRIAGE STYLE O,H.DOORS F WAIDOLE WOOI I,On z 10 CASING (VERIFY MFRJSTYLE W/OANERS) - I- CAMEO FC LArl P— PLUS CAP&SASE ` FRONT ELEVATIONA2 E10SnNG GRADE VARIES - ' TOP Oi 3tt (VERIFY IN FIELD 6 W -SITE PLAN) . -----= -- ------- - II === \III rll�IIj��► -=_' �______ ■tt0! Ott■ ��Mill 0100 5151 IIIIJ�I�IIII'lll ��'�� -m -mamma wt, 1mmM1m1 MIS =- ---- - tttttt� A ■ .iiii■...iii.•iii.•iisi.. UPOLA NOT SHOWN BEYOND ROOF UNES _� ____a a ■■■ __ ■■■ _� 1005 �i■ mmmm F[17 F111 mmmmm 110 —■Be:uliL Iljla lil�l I;i ill I II n■■I� ----� _ ■■: ■p7�_____� �mmmmm _ tom-- �� '�_rr -_ �_ �_ �_ ■ . 11011011100011 1211 law---ml SIMMONS --mm ----- u___LIS I' _ _____ _____� —�■I■�■■�� • I NEI mmm �CI'II!III''III'III .'.I:.I:'.■ C m1WmMM13 ----- -- - � . _ _ _ _.__ .-.-- SCALE .____ ._.�. l]- _■_______ L■■■, I I :: is : .■■'■I::,■,■■::il-:: : � �' ':: N I:i:l::::::::: �� I I; I '.II■!■■■,■I■I■:■■■■ , •____� ■ ® _— nr■■ I�" i�j'ill'II ■:.n■I :■■,■■■■:■■I■I■I■i ■1■ ■ I!"IIi'IIL:"I"I� l;" I I '.'"I ■■■!■■■I,■■■I■ ■■!.!■■.■■■■■■ �I II�'I 'I'll'�I. ■■■■;■.!.,■■�■■ _____— ■ �: ,� i�� now III ■'■:■I ;■I■.�■nw■■■;r ■�■■�i`� li I 11, . I ■■,■■I■■■I■I■ ■I■r■■■I■■■■■u�II I III�••I:II:I::i:: ■_-___� i i �� I,■■■ 1111!111 I itI,I I I ■4,■1I■I■■■I■u:■■!■■,■II■:■ ■_.II I;l;lil 11(1111,( 111 11 �,.il,l1 ■■■■■■i■n■■ n■!c■■■■■■.■:■■ 11,111 I Ijl lil ■■■—---I - ----- - �$ z cn O N CV gg g ff-e NEW P.T.6.6PoSTS ON .LD 0, Jr DIA CONC.60NOTUSES - Q o.�C=C=O B _ TO 47 BELOW GRADE „. - }'(ul 1 NEW 3.P.T.2.12. r �M • ! F Wrtoc> NEW P.T.2.10. 1C o.e - ��IL A I i h V vM•�o..c2.. b ]all r i11 ' 4 A I I I I v'r sa: as NEW 2-P.T.2.12. C'-1Y '$ f-B' - S-9 EW P.T.2.f0Y is o.c. P.T.2.10 LEDGER BOARD LAG BOLTED TO Hi '4 SOUD BLOCKING W/ LFDGERLOK BOLTS - C 1B•o.a W/JOIST61UWGEASAT BOTH ENDS NEW PELLA - wINDOw(w IFY SIZE IN FIELD, NEW 107.7Q O.N.DOOR _ NEW PEW FlLL EXIST.F6TEFM1ACE NEW PEW ry BT. R M D. 67.6E 6 REMOVE HEARTH 67.srn BA T GLIDING DOOR GUIDING DOOR [ _ REMODELED ' - I{ GAMEROOMWALL - ' EXIST.WO REMAIN EXISTING (CARIFY IN FlE STORAGE REMODELED UTILITY E%ST' STEEL 10DIA,ALLYOUIMN3 NEW z 2.+a. 4F 4 ---EXIST.8.16WDOO BEAM _ _ --- - - ---- - --- - . NEW2.a.®16`.. EAST.IALLY COL. 1 TO FILL STAI E - E f roREW1W -- A NEW I7 ON CONc. R- 47 BELOW GRADE NEW3a.3a.12 NCRETE FOOTINGS A Y i q NEW PT.2.S.EXISTING ale... 8 R� FULL BASEMENT EXIST.FOUND.wNl$6 ,V° fOOTINGSro REIWN F © © SAWCUT 37 OPENING STORAGE - - . VP UP { IN EAST.FOUNDATION FOR ACCESS INTO NEW NEW P.T.2.1O%@ 16'— BA6ENENT - w + POST, EXIST. a NEW 2.10. 16'.1. E- W . �..� A I q i I L6LAB 1 J rCO—SLAB NEW CRAWLSPACE N 6�OT�VE SEPTIC LINE AWAY FROM uit • I --- _ — -- — — — — — • W NEW STAIRWAY S TO NIGH �) ---- --_'AU — — --------- -- - O NEW BAT/LSIATCHEN F-1 _ I NEW 8'CONG NEW CONO B FOUND.WALLS FOUND. WALLS qs wia.le FOOTINGS NEW 11 FOOTIN05 C 2-P.T.2.1a. afi EXPANDED w GARAGE EA5f.FOUND.WALLS 8 DRILL SPIN NEW FOUNDATION • - FOOTINGS TO REMAIN TO EXMT.FOU/SIATION WALL FOUNDATION/BASEMENT PLAN TOPS BOTTOM EJUSTING WALL TO BE REMOVED - ___�_____ O :. 1 i i 1 l----------------------- I I UT CONC, FFO NEW .WALLS (6 CONC SLAB PITCH r TO O.H DOORS) F 4 7� �\ (co �J co J b I I AST OO.N.ODOOR FOUND. I k1XV FOOTNOSm • 1'-1 `/ L_—_ ---—--__-- J --------------------- - SCALE GO : . - NC.APRON DATE : 2/28/2006 DWG. NO. : A4 SIMPSON LSTA STRAP (m .I •" CONT.RIDGE VENT AT FACH RAFTER APPLY CAULK OR 7r[� reM NEW ROOF CONST. NEW ROOF COAST. VAST ALL T18ETYVEJ 008 L -2x IOROOFRAFTQt30,8'oa s -ire COX PLYWOOD ROOF SHEATHING .ASPKALT ROOF SHINGLFA Rawl WOA) .•. 12 -_ APPLY GALAX OR �'•W vl, -ISLB.FELT PAPER __ -- - - s F— -- _ ADIESNEWAEAE -B UL"BATT INSATION - - -- INDICATED O SLOPED CEILINGS(R-M 12 / .. / 3 w N 00 .2x 12RIOWBOARD 7C-SIMPSON H 2-514URPJCANE CUPS / AT ALL RAFTER ENDS •ICE(WATER SHIELDAT BOTTOM TOP OF PG TOP OF PLATE ____72___-- ... _ tj O CM -3 OP ROOF BETWEEN RAFTERS / - U v'� / EW;?GYP.BOARD \ \ t2 /�/ RALUM, ON1 38TRAPRIO \ \�p gg - NEW SIMPSON C316 NENTa , '/ ®'Po.a NEW 2.AMOS01Boe. \:\ E @ m .WALL /'AOSII1DDm�T it DETAIL AT FIRST FLOOR NEW WALL CONST. / ' W l?GYP BD \ \ F KFK COAST. / ' N-2.667WS0,Bee. BEDROOM#1 BEDROOM -t!J!GYP.BD. 3ff T a G \ NEW RAILINGS SCALE:1/2'=1'-0" -W.C.61INGLESGDING / pLYWO0D 6U�100R \ SECOND FLOOR SECOND FLOOR HALL - IRGNWINDASPIWLT m TYVEK HOUSE WRAP / OWEDa NAILED SVCOBFLOOF SUBFLOOR ROOF 6N0OlE5 •VI PLYWOOD SHEA71iING B GATT INSULATION(R-19) II Af ENGINEERED FLOOR JOISTS 01Be.a 11 7AY•ENGINEERED FLOOR JOISTS 016b.c. 11 AB ENGINEERED FLOOR JOISTS 0 IT,, t?CDX PLYWOOD SHEAT14NO -�MLL GILL PAN UNDER DOORS TOP OF PLATE. TOP OF PLATE - MULTI LVL BFAM 2.10 RAFTERS 150 FELT PAPER •INSULATED HEADERS MULTI LVL BENT MULTI LVL 2xBx O tB o.c. 2 a a SLOCIONG TO SIMPSON H ZS NUPRr-WE CUPS IFGJl0+0 ON STRAPPINGD - BEAMS PREVENTIMNDWIDE 016'— - WA%QMD AL MINU GRIP EDGE 6MFID _ IOR SON JOISA IsT ALUMINUM GRIP EDGE MASTER MASTER TOR BAND JOIar Zi Q N Q TO SiIA /XBFASCIA BLWN BEDROOM BATH m� IxO GYPSUSTRAPPM BOARD LIVING ENTRY +!!OrPSUM BDARD 1 x.SOFFIT Dom SIMPSON LSTA IS 1 x COW.VINYL OOFF`tVEW FOR BAND FOIST I x 3 SOFFIT BOND WEATHERBEET CRYSTAL - WHITE - rosnw nP.x=6WALLs 1 6ORI 0 ''. FIRST FLOOR FlgST FLOOR NEW f CONC.STAB Vtl g OR 1 x a FRIEZE BOARD SUBFLOOft SVBFLOOR MASONRY FIMSII 2-P.T.2x12\NP ---fin:qy t� iq� EA6T.2x TOs®16•ae ZP.T.2.17.W/ EWST.2xtOx®tr— EXIST.2.IN a IT 1x12FA5CN 1.12 FASCIA P.T2x1Q%@IS'.C. EAST.ax to GIRT - - - - NEW B BATT,INSULATION 0Ra EAST.6x To DART DETAIL AT WALL P.T.2.Be 01S oJ: -SIMPSON BCB POST CAP _ EAST.FOLIO. NEWP.T.Sx6POST3 EAST.FOIAN. !tY SCALE:1l2'=1'�x WALLS TO - W I1 7tl CAMNG - EXIST. - - REMAIN EXIST. REEMMAINb7O P.T. 2=10 LEDGER BOARD TAG BOLTED TO bOUD SLOCIONG Wt( LEDGERLOK BOLTS BASEMENT " BASEMENT ,Bo.e.WNOISTBI ATSOTN ENDS _ NEW B WALL FOUND.VlAlb . FOOrNG - ' - FOOTNOe L--- 1-- APPLY CAW OR q BUILDING SECTION @ MASTER BEDROOM/BATH 4 61MPSON A8066 P06T 846E ADHESIVEVAIERE BUILDING SECTION cLD LIVING/ENTRY 7RIINDIGD INSULATION N q NEW1r O10.SONOTUBE570 / ] - rRIGID IN2x WADE APPLY CAULKWHERE r 1 eV BELOW GRADE - � BETWEEN 2x WADER ADHESIVE WHl3E INGIGTED 1.=2PURLINS 028 ac. - DETAIL AT SECOND FLOOR > 1.38 R SCALE:1Ir=1'0 w - - I. W - ,AATERBA wHIITE OAK 22SR . 'LL 3 L 2.B RAFTERit PERGOLA BRACKETDETAIL Ix FASTENW AZEK t B SMPSON 2i3BL001- fFD N 25 HURRICANE ClJP6 x O 1- 2-P.T. eti � NEW ROOF CONST. r SCALE:1/2"=1'-0" AxEK„a Q BRACKET DETAIL RAFTER/BEAM DETAIL NEW ROOF CONST. Q4 o -- -- NEW ROOF DECK _ 2.as010' 1—� Q4 SCALE:1/2"=1'-9' 1.3WPLYWOOD ---- --_ W 122 / \ a z� vsRs ANE ROOFING SCALE:1 1/2 =1'-0 / \ O Lr�' . a \ atx 4MA1KK9ANY OR CEDM DEWMG _ ` S COPPER DRAINAGE 6C{APERS 2x8'e +B o>: TTOMOF zxa ,Bo.a Top oFPUTE / / \ \ BOTTOM OF ~� a / \ BOTTOM OF C�EIUNO JOISTS F� / MULTI LVL BEAM(FLUB- \\\ DTI IVL - /// / - \\\ \ F� O NEW \\\ -- - NEW ROOF DECK p-+ FAMILY WALL \ r a N / / - \ � �� ROOM --— --- � LOFT � / / FAMILY CONST. z" F 12° / ROOM LOFT HALL \\\ 4 RAwMa W Gw / \ . SEOpFI�FL 6ECp��F� 6EOpIJ�FL � Z � // • . \\ SECOND FLOOR`. _—_M--aUBFLOOR 04 SUBFl00R�R 9UBFL001T • b SUBFLOORCCR O _ � 117Rf ENGINEERED FLOOR JOISTS 0l0aa Hill"RIB ENGINEERED FLOOR JOISTS o,Baa - TOP OF PLATE. TOP OF PLATE TOP OF PLATE TOP OF PLATE NAB ENGINEERED FLOOR JOISTS 018ha lop OF PURE MULTI LVL BEAM MMO BEAM LVL x B STEEL BENT • FIRED.GYP. EGYP.BD.NEW z.19.0ITa ONSx3 STRAPPING e,B WALL r, E- WALL NEW .GARA <11 co �1J N CONST. r WALL COAST. U co LIVING KITCHENJF m m H o m ? EXPANDED MUDHALL A KITCHEN COAST. GARAGE .1.2.B80+8'e.a SCALE - ST FLOOR R - FIRST FLOOR FIRS?iIOOR BFLOOR SUBFLFLO (f CONC BIAS ----rtXIST2rWeo lBo.a EAST.2.108016 e.a2.10.01Se.a Pl.xx 10.01Bo.a - NEW 2x 10. 1B o.c SLOPErIONAAD3 TOP OF FOUND 1/4.. - �,_On +• EXI6i.8x1000RT Ll 2.891LLW/6rA1ER2-P.T.2xtO. ��DET� 117 DIA ANCHOR DATE BOLTS 0<BTnp EW IOCONC ¢ I�/LU/�OOV asLrBTFouw. ouMo.wAs EXIST. EXIST. "E""^B' ASEMENTO WG. N O. Bx2BBASEMENT TYP.IB OV160ND71BEa. TO ev BELOW GRADE - F SECTION @ EXPANDED GARAGE A5 BUILDING 5 �SECTION LIVING/KITCHEN D BUILDING SECTION @ ROOF DECK A A5 SECTION @KITCHEN - A < 0��0 Q E— ti 1M w QWGO q, fBX Q . r 5//Ct5 I/C ENGINEERED - TWO STORY COLUMNS I MOLT LVL HEADER,. Is -I - MULTI LVLY 1111E ENGINEERED FLOOR JOISTS 4 MUIn L BEAM - - - - L BEARUJO - eocMNs -- BEARIW WALL6 0 FRAME FO&GAS F.P. - - - FLUE,VERIFY INFIELD _ 7� SPER CODE REQ f_7" . - ° I i F I $� F+-F E-+o.c I r F MULT LVI BEAM . O � ^ rn w-'n LVL sEAM S DIA STRUCTURAL I•Bti A 16'e.e. STEEL L EACH ENDOAT F B BEAM ns c ns , . _ I O W _ � a 0 it $ ea lea 4 r--+ L a Q > z SECOND FLOOR FRAMING PLAN g w NOTE _ W EE-- c0 1.VERIFY ALL FRAMING DETAILS W/ENGINEERED _ co JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION T l 2.USE SIMPSON JOIST MANGERS ON ALL JOISTS rY1 U c,/ 3.FOLLOW ENGINEERED JOIST MANUFACTURERS FASTENING REQUIREMENTS . L Y F F SCALE 1'-0" =---MULTI LW HEADER----- - - DATE - t 12/28/2006 DWG. N0. 1 z A� cn po Wa � . e. 00 wL00=n ( asa B.c es A B C n ` - TI VLHEADER N h MIATI LA FLUSH 4 OR CEILINGJOIST6 F • . I Ox6POBTW .. — TO 2.12 RIDGE _2z 12 RIDGE BOARD > 2 8 RAMPS TO W PUP JN t�it 'I ♦ 6POSf FROM g BEAM 10 RIDGE ' r •�.; _ y'rr, a MULTI LVL BEAM - � w Q F _ B —N D0-ER ROOF o,e:r W a- A za u•a za - O L - -" RlAMBREL C—' ROOF) - r BVILo ovER ABLE - C a Z 1 i E---I O 2l8 6'Jr 7 9'd _ .(SHED DORMER) ~� � n , ROOF FRAMING PLAN M Q NOTES: - k 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED tJ 2.) USE SIMPSON H 2.5 HURRICANE CUPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEMYOUT W E—i co W1 OWNERS I—'-1 ' cup co F F SCALE - - - - 1/4" = 1'-0" tJ . - N I _ -_l._.� �' -- -- DATE PURUN PURUN 2/28/2006 DWG. N0. �. _ A 7 ,� u � � ,, .Y.4. �d�p �� 3 � 4 • ' a. .i s �, I •+ A complete TJ-Xpert framing plan requires the Trus Joist Framers Pocket Guide v �✓ _ See Tzus Joist Framer's Pocket Guide for Product Trademark Information L TJXpert., 45, 6" —8' 4, e JOIST AND BEAM LIST Plot ID Length Product Plies Qty M1 26' 1 3/4" x 9 1/2" 1.9E Microllam LVL 3 3 M2 14, 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 FILE COPY MUST BE SIGNED AND RETURNED t PRIOR TO PRODUCTION ,• APPROVED: 2 3/16" I ) 'HBO I DATE: • NOTE ANY R"AlISIONS ON THIS PI"IidT Joists By Others - - I - ( I Joists BY Others i LEVEL NOTES 'CS File Name: CROWLEY-MURRAY.JOB Level Name: 1ST FLOOR 1 Plotted: 1/5/2007 08:58 Design Status: - r 1ST FLOOR....1/5/2007 08:08 Joists By OthersLIE 2ND FLOOR....1/4/2007 15:09 ROOF.........1/4/2007 15:05 ■ NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD S Floor Area Loading Is: S 40psf Live Load and 12 pef Dead Load maximum Joist Deflection: - - - L/480 Live Load L/240 Total Load - - - - TJ-Pro Rating Information: Weighted Average: NA Lowest Rating: NA - - s _ Highest Rating: NA Glued &Nailed Decking is Required - - Direct Applied Ceiling is Not Required 1 X 4 Strapping is Required 0 8' O.C. Maximum Spacing 9 Floor Decking: 23/32" Panels (24" Span Rating) Layout Scale: 1/8" = 1' . .d SYMBOL LEGEND OPoint Load _ Line Load r Area Load - CREATED BY HBO Beam By Others + Detail Callout Label r - r - Kid-Cape Box Some 4Centers 0 (See Framer's Pocket Guide) 18 465 RTE 134 Required Bearing Length in inches South Dennis, MA 02660 (Adequate bearing has been provided if 508-398-6071 bearing length is not indicated.) FAX: 508-398-4559 i 23' 8" _ 3' 4" 18' 6^ �—8' t d'.�' JOB COMMENTS P P - DAN CROWLEY age 1 of 3 MURRAY RENOVATION 336 HOLLY POINT RD CENTERVILLE MA FOR THE TJ-XPERT WARRANTY CEN f SEE FRAMER'S POCKET GUIDE 4 4 . — A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide II See Trus Joist Framer's Pocket Guide for Product Trademark Information ® TiXpert® 7 s' a" 4r'�� / 71 ITI ACCESSORIES LIST Plot ID Length Product Plies Qty Wbl 8 7/8" 2x4 Web Stiffeners 2 4 A3 O Rml 18' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 14 Sh1 4' x 8' 23/32" Panels (24" Span Rating) 1 63 Rm, Rim Board Rml II II Aml II II 16" II II FILE COP` A3 MUST ICE SIGNED AND RETURNED H7 II II M4 PRIOR TO PRODUCTION ---- 7-II———————————— a H4 III H1 H1 - it Rml APPROVED: H1 P1 Rm1 ---- --- — ---H6 DATE: 1 H5 a -'7777H4 I H1 3 5/e" NOTE' ANY R't.:a/ISIONS Off THIS, PMINT Al A2 I I R A3 ~ A3 i `y. i.a m - - .. LEVEL NOTES 16" Aml Rml - A2 - File Name: CROWLEY-NORRAY.JOB Level Name: 2ND FLOOR - Plotted: 1/5/2007 08:52 Rml I O ( I I m O Design Status: ,^, a 1ST FLOOR....1/5/2007 08:08 2ND FLOOR....1/4/2007 15:09 Rml H9 MS H9 ROOF.........1/4/2007 15:05 Oa f1 A5 1 2 NOTE: Level design times indicated above provide :� assurance for proper level stacking. elOO a - Design Methodology: ASD Floor Area Loading Is: 1 7/8" 40psf Live Load and 12 psf Dead Load ' _.. Maximum Joist Deflection: - L/480 Live Load L/240 Total Load HANGER LIST - Simpson Strong-Tie Company, Inc.®. .. TJ-Pro Rating Information: Weighted Average: 48 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes - - Lowest Rating: 37 r, Highest Rating: 67 H1 60 IUS2.37/11.88 f0-N10 - M Glued &Nailed Decking is Required H2 2 U410 14-N10 6-N10 (2) Direct Applied Ceiling is Not Required H3 13 IUS2.37/11.88 10-N10 A3 Spacing HS 1 IUT9 8-N10 2-N10 1 X 4 Strapping is Required 0 8' O.C. Maximum H4 24 IUS2.37/11.88 10-N10 .e Floor Decking: 23/32" Panels (24" Span Rating) H6 1 HGU8410 46-16d 16-16d DS Normal O.C. Spacing = 16"* E7 3 U410 14-10d 6-10d 1 U410 14-1d 6-10d H1 *Unless noted otherwise 2 14- 6 10 6-N1 Layout Scale: 1/8" = 1' Hi HGUS0 1 HGUS410 46-1616d 16-16d DS Y Hanger Notes: - (2) Web-Stiffeners Required _ SYMBOL LEGEND _ O Point Load JOIST AND HEM LIST — Line Load r Plot ID Length Product Plies Qty — Area Load Al 26' 11 7/8" TJI 230 joist 1 3 - CREATED BY BBO Beam By Others A2 18' 11 7/8" TJI 230 joist 1 16 °o O Detail Callout Label j Kid-Cape Home Centers A3 14' 11 7/8" TJI 230 joist 1 30 1—" PO Sox 1418 (See Framer's Pocket Guide) A4 8' 11 7/8" TJI 230 joist 1 9 A5 6: 11 7/8" TJi 230 joist 1 4 465 AT8 134 11 7/8" TJI 230 joist 1 24 SouthDennis, NA 02660 (squired Hearing Length in inches A6 4' 508-3908-398-6071 Adequate bearing has been provided if A7 22' 11 7/8" TJI 560 joist 1 21 PAX: 508-398-4559 bearing length is not indicated.) M1 8' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M2 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 M3 28' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 M4 24' 1 3/4" x 11 7/8" 1.9E Nicrollam LVL 2 2 22 JOB COMMENTS M5 22, 1 3/4^ x 11 7/8" 1.9E Microllam LVL 2 2 M6 14' 1 3/4^ x 11 9/8^ 1.9E Microllam LVL 1 2 Page 2 of 3 DAN CROWLEY M7 14, 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 4 MURRAY RENOVATION M8 6' 1 3/4^ x 11 7/8" 1.9E Microllam LVL 2 4 336 HOLLY POINT RD FOR THE TJ-XP E RT WARRANTY P1 18' 5 1/4^ x 14" 2.0E Parallam PSL 1 1 CENTERVILLE MA SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 S6.42 P6.42 r A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information TJ•X p e rt® t] . 75' 2^ JOIST AND BEAM LIST - Plot ID Length Product Plies Qty M1 8' 1 3/4^ x 9 1/2^ 1.9E Microllam LVL 2 2 M1 2 RLE COPY W.UST ISE S!GNED AND RETURNED PRIOR TO PRODUCTION V APPROVED: DATE, NOTE ANY REVISIONS ON THIS MINT + LEVEL NOTES File Name: CR0WLEY-MORRAY.JOB - - Level Name: ROOF Plotted: 1/5/2007 08:21 .. Design Status: 1ST FLOOR....1/5/2007 08:08 2ND FLOOR....114/2007 15:09 ROOF.........1/4/2007 15:05 i NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASO Roof Area Loading Is: Opaf Live Load (115%LDF) and 0 psf Dead Load Operator added additional loads. Maximum Joist Deflection: L/360 Flat Roof - Live Load L/24 0 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof - Total Load Layout Scale: 1/8" = 1' CREATED BY JOB COMMENTS Mid-Cape Home Centers SYMBOL LEGEND PO Box 1418 DAN CROWLEY 66. RTE 134 O Point Load HURRAY RENOVATION South Dennis, MA 02660 336 HOLLY POINT RD 508-398-6071 — Line Load CENTERVILLE MA FAX: 508-398-4559 Page 3 of 3 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ-Xpert 6.42(#693)C6.42 D6.42 56.42 P6.42 F. _EY!NN••.•q•.N•••..... 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NEW2x1Oe 1So.c - y " 5 5,, + r t, i A q { I I 6LAB 1 I zcoec.3AB. NEW CRAWLSPACE di F NOTE: pI I L� . a WOW'EWSTEPTIC LIKE AWAY FROM WI I ---- — --- -- -----.------- '. (� - NEWSTAIRWAYBTOPLGN W NEW BATHSAOTCHFN O —NEWW l 1 B FOUND.WALLS FOW10'CONC. FOUND.WALLS FOUND WALLS _ - - AS W/S'z1B' NEW 10•xM C. 2.P.T.2x 104 �. FOOTINGS CONE.FOOTINGS a e a O m EXPANDED Z GARAGE .. - I'+ EXIST.FOUND.WALL$& I: FOOT NGS TO REMAIN DRILL&PIN NEWFOUNDATION .. TON .. ' TO EYJST,FOUNDATION WALL - .. TOP b BOTTOM. - FOUNDAT.ION/BASEMENT PLAN EXISTING WALL TGBEREMDVED f4 o' x • ______ ____________ __ J NEW D.CALLS FOUND.WALLS _ r r. • F PITCH T TO O.H.DOORS) 4 ��I• s m q I I I I. As m I—, M AT OP TOP OF FOUND NEW 1 FOOTINGS - 'u I I AT O.H.DOOR - I �CONC.FOOTiN08 - ' I co L---_-- — — -- --_j I' a __= ---_-------- A SCALE CONC.APRON i 1/4" = 11-0" DATE . 2/28/2006 DWG. NO. z Q lc-" Nam zra 2ca' - g >--' W i C {y) 1n W N— 0203 �pW000 5 REBUILT m d Lr," - $ ' DECK s�-1• zar - r4P • B'-Ir, r.s• A 6 3-P 3.0 A5 § NEW H IUI CANTILEVED PELLACAD PELLA CLAD G G .'PELLA CLAD '• FRENCH SLIDING DECK FRENCH SLIDING N WINDOW I.FRENCH BLIDIN - - f DOOR 7,82 OX DOOR 14182 OXXO 6 BEAT 6 DOOR 72&2 XO F N I `OPEN TD LIVING BUI'_T-IN ABOVE ROOM ' m VERIFY 817FiMFR. A I - I CABINETS , 21•.1p I - 8.z F h - . WITH OWNERS) I' - TT-T 3'1• 3'8 7'8 11'8 T-1P 4'8. - O MINE OF F. F N M I 1 J I ABOVE - -- -- — ——————— —————————— b MASTER ®© ro © E BEDROOM �SP�SN6V2 F . YB'x8S' Ili 6-e' W-9 - - MULTI LVL BEAM I MULTI LVL BEAM " 'ON. -_- --_-_ ----- - -- CLOS. GAS IL y D LINEOFS.F. 8 ELELVES ^ rr . a ABOVE F.P.F . EE A5 �1' r �P 3'-0' `ABENTO N CE212C Jt _ A5 I.II INK D 4 A5 : m - 29.BIT K, PKT.DOOR (VERIFY VENTING W/MFR.) - 1 / I II © 8"CIA COLUMN B W/ di I I h } CAPS&BASES I I r ' MASTER /\ i W.LC• i WNEEWEl I I y G OQ - L_i_ C BATHo-OP - - - i. ENTRY I' I DINING KITCHEN F_ I ~ D iuecum '� S4 I I ROOM IVERIFY KITCHEN' h D- AYOUT W/OWNER) - GLASS -I I uP L 4 B�u I I ti 0vf s »�Pa[ I MUDHALL c WALL - ________________ _. __� __-� L B COVER �rl Z - § (PORCH I �I "� PDR. ° �LI r, ROOM CLOS. t 'TRY - - 1 P.T.B X B P09T W2 C O tb� -Ai qA, t.T.8xe C/WNO A5 1� 8-B 1YQ T-P. 3'-5'. 3'1• 3'4 88 6Vt' 1 B B NO • zr.a 4 Sa 1s'a '� O I•-� FIRST FLOOR PLAN a _ o N EXPANDED I--I � Q GARAGE H FIRST FLOOR 1748S.F. SECOND FLOOR 1912 S.F. GARAGE 540 S.F. W . �'. 1A/IA'DO\/�/_C(�LJCD��C .' - ®NEW SMOKE DETECTOR. .;. -... _ EXISTiNGwaLroBE REMOVED " '^ . Q CARBON MONOXIDE DEFECTOR s ---- --- w O TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS � I I " y IF••rj•-11 • A PELLA 2957 2'-5 3/4""x 4'-9 1/4"- DOUBLEHUNG - B e B PELLA 2929 2'-5 3/4"x 2'-5 3/4" -AWNING _ LEGEND: ------- ---... ---------� - ( PELLA2953 2'-5 3/4"x4'-5 34' CASEMENT EXISTING WALLS 4 (NEW4•CONc.SLAe 4 ' D 'PELLA3541 2'-11 3/4 x3-5314" CASEMENT m; PITCHrroo.H.Oooasl m r, E-1 ' L==3 CONSTRUCTION TO BE REMOVED � E � e � Wco E PELLA 2141 1'-9 3/4"x 3 5 3/*'" CASEMENT . ® NEW CONSTRUCTION F PELLA 2965 2'-5 3/4"x 5'-5 3/4" CASEMENT u � ` G PELLA CUSTOM 1'4'x5'-11 314" CUSTOM PICTURE NOTES: W. O.H.DOOR aV• 770N.DDOR - H PELLA CUSTOM 5'-Wx5'-11 314" CUSTOM.PICTURE SCALE J PELLA 2959 V-5 314"x 4'-11 314"l CASEMENT ; ' 1 J CONTRACTOR 1S TO VERIFY ALL EXISTING CONDITIONS APPRRON . _ - &DIMENSIONS IN THE FIELD " K PELLA 2953 2'-5 3/4"x 4'S 3/4" DOUBLEHUNG - t L PELLA 2941 2'-5 3/4'x T-5 314" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER M PELLA 30 2'-6 3/4"x 2'-6 314 CIRCLE DATE N PELLA CUSTOM 4'-0"x T-1 3/4" PICTURE/CIRCLEHEAD COMBO 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ' FIRST FLOOR TO BE V-10"ABOVE SUBFLOOR P PELLA 2547 1-11 3/4"x 4'-5 3/4" CASEMENT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 2Y.0• 1 2/28/2 OO Q PELLA 3571(TEMPERED) 5'_16 3/4"x 5'-11 314" CASEMENT DOUBLE COMPOSITE STATE BUILDING CODE R PELLA 3571(FIXED) 11'-9 1/2"x 5'-11 3/4" CASEMENT FOUR WIDE COMPOSITE 5.) CONTRACTOR TO REMOVE EXISTING DOORS.WINDOWS• ERRORS Oa OMIISSIONSPAe oUNDo DWG. NO. NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WALLS,&ROOFING AS REQUIRED FOR NEW CONSTRUCTION THESE DRAWINGS UCTI N.THRIO BUILDI TO NG Ar TR CONSTRUCTION.THE BUILgNG CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT WITH WINDOW MANUFACTURER' g,j'PROVIDE UTILITY INSTALLATIONS FROM STREET TD NEW HOUSE IN THESE DRAWINW IF CONSTRUCTION VIA UNDERGROUND CONNECTIONS TO COMPLY 1A'1 ALL LOCAL CODES COMMENCES WITHOurNOTIFYINGTHE DESIGNER OF ANY ERRORS OR OMISSIONS 7. USED FOR FOUNDATION WALLS,FOOTINGS&SLABS THESE DRAWINGS ARE SOLELY FOR THE USE j ALL CONCRETE US OF THE OWNER NOTED.ANY OTHER USE OF TO BE 3000 PSI THESE DRAWINGS REQUIRES THE WRITTEN' 8.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS IN THE FIELD W/ CONSENT OF THE DESIGNER UNDER THE J' CONTRACTOR,SUBCONTRACTORS,&OWNERS ARCHITECTURAL l COPYRIGHT PROTECTION d� r 1 f` 1/ PAN a c p Q. LOCII,S' , : E A 47.61 Benchmark set LOCATIDN MAP Right corner brick step El.,48.48 (Assumed) x 46. +2 ti x 42.87' , x 46.69 QQ WETLAND/W-8 P/59 )S 38.92 -- - _ - 45.78 1 , _ • 45.00 13.3 , 85•13 20 E 0 45.46 PK/SET. , WETLAND/W41. .39.1 - .68rn e . cn _ ' . y8 Lp 44.7837. .00 44.33 46.05 . 6 _44,11 7 47 9 1 66 , ,, CB/DH/FND . T i 47 4 , __ 95 24 e co- Z v J Q ,� r • : a 5.56 o- J Ga ra e o k �. s v `y - ¢ TOF 47.85 ¢ / 1 4 a 5.09 , o � '4 136 1 ✓ " � �1.2 aP, gf x 43.18 O1 1 ` 36. ��` / 47.22 .� Y .56 Mtn . .._ fix+ W , ,._ . , . �7T 4 40,086 WETLAN .; : ., Aver-tSt�e _.,�. � 2 , � . - Conc. \\45 _ . Farce! 26, Pa do TOF-4 7.9c' _ -;p below CTF _ _ ___--„ 38.77 Y ` �r6.,.,6 x 39.42p 1 SEPTIC/GNU 41.5§0 ,�0 \ WIE (LAND/W-2 - x 39.56 1 S 8 • WETLAND/W-5 ! ,44:57 14 2 350p- x '` 7 / �+ 16,58, 3 .89 -- \ hl • e 36.32 -Prop., lrne rs ed a of pond - 9 35.82 4 .18., v o 4 1 0 36.72 0 0 . o o � 40,19 37 24 ° G o WETLAND/W-4 37.59 ,SITS' PL4N OF L14Y LA KE -� 6.0' � . T .81 �J 7N �� Q 36.71 , m rloo is Vi0'9e W-3` o p o� CTYVT. RTIILL , ff "OnO' 35.75 PREPARED . FOR. - °"", C14Tff RINL' �RURR14.r TANNY ' WARNER y SCALE. 1 20" JAN. 3, 2005 � �oF►uss�y No.38721 TERRY as�� q A 2r-Ct L P` 0 ttl o N S WARNER N No.38721 S TL'WRY A. #r RICER, P. L. S. . � Qua 28 L 17NG ROAD HARWICH, MA, 02645 (508) 482-8309 . '20' 40' 60' Project No. 04-340 SHAL PON ✓1/ Ov c •• g `. - Locus , E A • . A E L 47.61 Benchmork set Right t LOCA TION MAP g corner . step E1.=48.48 (Assumed) 46.E x ">• � x 42.87' / x 46,69 WETLAND/W=8 UP/5964bIS7 38.92 - - 4,5.78 13.3' E • 45.00` WETLAND/W- 8513.20 ...- • 45,46 PK/SET i 39.1 .68 0o rn . � ' ; 44.78cn37. 46.05 "46.00 44.33475 ' -44.11 �. 479 - - ! Z'1 T 47.40 CB/DH/FND Q L \ ell Q ,45 24 t Pa� 5.56 o- Gbra e 01 ¢ - g • 2g- °�, r ;` p " TOF=47.85 � �� , o , 45.09i �(Assur�eaU '" 7.90 �o A.00 �. � y 13.6 f Z z 41.88 j 36,01 / L2 pP, ,`cif / x 43.18 nn 7.56 C nc. GC�� d+ ' l OveriS�c L,�T 42 40.08 K ^. -- j Dyck 1'o do TOF=4 7.92 \ - 4 / below - ' CTF, 124570 (Assumed) Y, +� ` ---�c 38.77 - x 39.42 00. " Wt I LHiv.�i w 1 -- � SEPTIC/GNIT� 41.5p -WETLAND/W-2 ' ` 37.63 x 39.56 / _ - yY , - - - - - WETLAND/W-5 / r . -- `1 S 8' .35 / ?5 44�7 Qa\a ? 00� �c- x 37,89 S8, ` 77,8' ,: ; " x e 36.32 Prop._line is edge of pond 35.82 3,8.49 4'5.18, �� 36.7240.19 0 0 WETLAND/W-4 ,�°�c ►� �_ • � - , -i 37.59 K ► SITE PLAN OF L4NI .8 o VA QUET IN L� 36.71 a� Floats _ C019 W-3 0 or CyTiVTERVIZZEo A4. Aon0l 35.75 PREPARED FOR; - OF', ,cyG P�'TRc C14TI 'RIN�' �I�URR14 Y WARN SC TERRY s� �oFw'Ss+c ALE. 1"_ 20' JAN. 3, 2005 No.387E21 R Ev. Ant q A2. qL PDOM O WARNER N No.38721 S TARRY 14 #r,4RNNR P. .L. S 22 LONG ROAD HARWICH, MA, 02645 (508) 432-8309 20' 40' 60'` Project No. 04-340