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0198 TERN LANE
9 c� -_;�. j. :. � _ ,. o u .. c :: :. .. :. � .� - - 7 � - ',� a a 'i. p f } _ - � - ie e Town of Barnstable BUildin . � Post?his Gard So;That��t isV�srtileFrom#fie Street Apprayed�lans,Mustbe Retained on J,ob and=th�s Card,:Must be Kept • . 13A131�i£T['AH1.Q. .. - � s =:? ': a �. ?at � .�i fit..; ��, a'i�%'`•,"` � •""� Posted 11nti1`Final Ins ection HasBeen Made�� � � �, - b Permit `- -.v' �rk�`,« ?..' �;,•;:x Sc• .',..-.."� ,.w i. "y .. ,.r ..:.. . .r,,a.:.; ` '' Where a �ert�ficate of Occu anc �s"Re uiresucfiBu�ldm �shalt,Not be Occu"ied�un#�I�a Finairins ect�on.fias�b'een made : a Permit No. 13-17-2837� Applicant Name: Mike McMahon Approvals Date Issued: 08/29/2017 Current Use: Structure Permit Type: Building-Insulation Residential Expiration Date: 02/28/2018 Foundation: Location: 198 TERN LANE,CENTERVILLE Map/Lot 192-028 Zoning District: RD-1 Sheathing: 3 Owner on Record: FARNHAM,JONATHAN F&HOLLY J Contractor Name MICHAEL T MCMAHON Framing: 1 Address: 198 TERN LANE ` N Contractor License' CS-068111 2 CENTERVILLE,MA 02632 Est ProJect Cost: $4,400.00 . .Chimney: Description: Weatherization,air sealing,weather stripping and Mown cellulose Pe $85 00 l ti re Insulation: } Project Review Req: Weatherization,air sealing,weather stripping and blown fee Paid': $85.00 cellulose Date 8/29/2017 Final: yr- Plumbing/Gas ..........._... Plu Rough mbing: „* Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorrzed by this permit is commenced within six none s af#erissuance. Rough Gas: All work authorized by this permit shall conform to the approved applKation amend th approved construction docume As'for which chi permit has been granted. All construction,alterations and changes of use of any building and structures"shall be in with the local zoning bytlaws and codes. final Gas: :., :i This permit shall be displayed in a location clearly visible from access street�or roadja`nd shall be maintained open for public;inspection for the entire duration of the work until the completion of the same. ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the B�uild�ng grid Fire�O iaals are provided on�this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: y 1.Foundation or Footing Rough: °:, .. 2.Sheathing Inspection • --- '' ' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for-Electrical,Plumbing,and Mechanical.Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Y- ,. �F a Town of Barnstable �c�iPT a 200 Main Street, Hyannis MA 02601 .508-862-4038 ' A lication for Building Permit pP g Application No: TB-17-2837 Date Recieved: 8/18/2017 Job Location: 198 TERN LANE,CENTERVILLE Permit For: Building-Insulation-Residential 3 Contractor's Name: MICHAEL T MCMAHON State Lic. No: CS-068111 Address: ,: PLYMOUTH, MA 02360 Applicant Phone: (781) 831-1234 (Home)Owner's Name: FARNHAM,'JONATHAN F&HOLLY J Phone: (781)831-1234 (Home)Owner's Address: 198 TERN LANE, CENTERVILLE,MA 02632 ' Work Description: Weatherization,air sealing,,weather stripping and blown cellulose C) Ln Total Value Of Work To Be Performed: $4,400.00 r— Structure Size: 0.00 0.00 0.00= Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been.authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Mike McMahon 8/18/2017 (781)831-1234 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost; $4,400.00 Date Paid Amount Paid Check ti or CC# Pay Type Total Permit Fee: $85.00 8/18/2017 $35.00. X)M-X)=-}XOC- Credit Card 1417 Total Permit Fee Paid: $85.00 �8/18/2017 �$50.00 7COZ,Y-X}CO{-3IX3CC- Credit Card ,1417 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map - V� Parcel v Application # Health Division Date Issued Conservation Division - Application Fee Planning Dept. Permit Fee J6 at Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Ceh ��✓L y/� ��e Owner a- -AAA % �i�i�4ddress �ftv*�� Telephone S-4 0-- -7 7,S — /1� ? Y / Permit Request -e- L o x Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay �. Project Valuation 2�b6 ' Construction Type x-loV.-Z Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King H ighway:a'.L]Yeses❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ' Basement Finished Area (sq.ft.) Basement Unfinished Area (sqft) ► " Number of Baths: Full: existing new Half: existing new ' Number of Bedrooms: existing _new c cn Total Room Count (not including baths): existing new First Floor Room Count m Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ 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� � �� �� .¢��2 Telephone Number 6_09" 7ISS "/1 7 Address _ _1 l�� � lt4.e—,6417 License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE - 1 / FOR OFFICIAL USE ONLY ` APPLICATION# , DATEISSUED ' MAP/PARCEL NO. `r r 'T ADDRESS VILLAGE OWNER ,� r • li X DATE OF INSPECTION: -JvF TJO N,DAN+� ° Ie z /;YU FRAME- INSULATIONIL'; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ti. GAS: ROUGH FINAL FINAL BUILDING'' Q0 DATE CLOSED OUT ASSOCIATION PLAN NO. lne c,ommoaweaLm gmassacauseus Deparfrnent of Industrial Accidents Office of bweyfigafions 600 Washington Street Boston,HA 02111 www.mass gov/dia Workers' Compensafion hw u-anee Affidavit:Binders/Contractors/Electricians/Plumbers Applicant Information PIease Print Legibly j4pne(Business/Organizationdndividuai) �Uyllc ���i� /i1s3�11 r+'L Address:_ ' l� e— Ci /State/Zi : Ic,.,-v 7/lam . ,6 ; 4� 77 S // 7 tY p C ,�' zPhone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4: I am a general contractor and I employees(fn1l and/or part-time). have hired the snb-coniiactors 6• ❑New construction 2.❑ I am a sole proprietor or parer- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These ors have 8. Demolition working for me is any capacity employees and have workers' [No workers'comp. ce comp.insurance t 9. El Building addition incrnan required.] 5. We are a corporation and its ME]Electrical repairs or additions officers have exercised heir 3. 3 am a homeowner doing all work ' 11.❑Plumbing repairs or additions myself_ [No workers'comp. right of exemption per MGL 12.❑Roof repairs inmnmnCe.required.]t 0. 152,§1(4),and we have no employees,[No workers' 13.Lg Other D comp.insurance required.] *Anyapplicant that checks box#1 mast 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 hue outside contractor;must submit a new affidavit indicating such. $Contractors that check this box most attached an additional sheet showing the name of the sub-contractors andstzt--whether or not those entities have employees. If the sub-contractors ban employees,they must provide their workers'.camp.policy number. I am an employer thn#is proving workers'compensation insurance for my employees Below is the policy and job site information. Insu=ce Company Name: Policy#or Self-ins.Lic.#. Expiration Date: Job Site Address: `��g / /'1.� L� City/Str /25p: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$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 stitemeat may be forwarded to the Office of Investigations of the DU for mi sm-a ce coverage verification. I do hereby certify the pains and penalties ofperjray that the information provided above is Prue and correct Siatur Date: Phone# Official use only. Do not write in this area to be completed by city or town official City or Town: Permit/Ucense# 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 Mwsaclmsetts General Laws chapter 152 regumes all employers to provide wcdocrs'compensation for'"their employees. Pursuant to fhis sfaizz`e,en mployee is defined as"...every person in the service of another under any contract of hire, . express or implied,oral or written." An emp&yer 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 Ioca1 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()states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public wont until acceptable evidence of compliance with the irmwmce requirements of this chapter have been presented to the contracting authority." Applicants PIease 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),addresses)and phone nuraber(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 n= er listed below. Self-insured companies should enter their self-insurance license mnnber on the appropriate lime. 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 permitMoense number which will be used as a reference number. In addition,an applicant that must submit:multiple permit/license applications m 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 sipped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on fie 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 pem it to bum leaves etc.)said person is NOT required tn'complete this affidavit- The Office of Investigations would hike 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 mnmber: The Commonwealth of Massachusetts Department of Industrial A.oUdents 0--ice of lavesfigatiom 600 Washingtan Street. Bottom,MA 02111 Tel.#f 17-727-4900 ext 406 or 1-877-NM AFB Revised 4-24-07. Fax#617-727-7749. WVM Mass_gWdia I Town of Barnstable Regulatory Services Totyy Richard V.Scali,Director Building Division TAX * Tom Perry,Building Commissioner Y$ 16.5 � 200 Main Street, Hyannis,MA 02601 tru.�° www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: /�/ / �.jZ,/�f /s�"tnumber street/ street village ..HOMEOWNER": y P"`c`f!/�✓1 I�A1r s'r�F1/✓�- J—& 7 7S- l i L 7 -S a g-,J -g✓7 o io name home phone# work phone# CURRENT MAILING ADDRESS: cityhown 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 Person(s)who owns a parcel of land on which 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 be responsible for all such work performed under the building permit (Section 109.1.1) 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 proce d requirements and at he/she will comply with said procedures and requirements. S' a of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for'which 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 the homeowner engages a persons)for hire to do such work,that such Homeowner shall act-as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,RuIes&Regulations for Licensing Construction 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 ,,proceed against the unlicensed person as it would_with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. _ To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\VeTFILES\FORMS\building permit fortnslE)TRESS.doc Revised 061313 Town of Barnstable Regulatory Services rMAMRichard V.Scali,Director i6.19. 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 Property Owner Must Com ete and Sign This Section Using A Builder I, VasOwner bject property hereby authorize act on my behalf, in all matters relative to work authorized this building pe plication for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QTORMS:O WNERPERMISSIONPOOLS I Sav7t/ .M�?4c ' LaT Zs— 14 o� a H M ?F i a 49 CERTI F{Ea PLOT PLAN o pl- LOCATION ......�-.q� r vr� V•c. SCALE ..!.:.. .�..... .DATE' .G zoa¢ PLAN REFERENCE S 4wz> �GjGL o F :Le�T.z 9 . o ECWYARD :93 S WN .0 1 J-Y, &,e- c98 KELl~�-,Y, C. 0..4-Y ... . . ,. . ,. •, s ,. ..'. . .. ,,, .. .. . , . I CERTIFY THAT THE ......,.... ...:,. ....... ...,, SHOWN ON THIS ;PLAN IS LOCATED ON THE GROUND AS .SHOWN:HEREON. DATE �o�vArtiwu y �,�P, .�ti-- Per AEGt� D suRVEV r Y fat IiA t -a x a 3' IU ti t � i 9 Lam, f`T1 `Lowe's Deck Design Farnhams Deck Plan Print this document and take it to the Doors and Windows desk or.Commercial Sales desk at your local Lowe's store. One of our associates will help you find the materials you need. Your Deck Design's Project ID is: 907780979 Created on Sep-07-2014 All rights reserved copyright 02014 DIY Technologies Project ID:907780979 Store# 1663 Deck layout diagram a 3 Top view without planks Bottom view with planks rr r � x. x e 2 z �� � �� Top view with planks All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 2 Deck Part Identification l ® T7 8 9 t0 ps 4 ..0033 t wa: � 14 13 1.Riser 6.Bottom Rail 11.Post Major Deck 2.Stringer 7.Baluster 12.Post Footer Components 3.Tread 8.Deckinq 13.Beam NOTE:Not to scale 4.Fascia 9.Rail Cap 14.Joist 5.Rail Post 10.Top Rail ©2014 DIY Technologies Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece,which rests on posts and supports joists. Decking The boards used to make the walking surface of the deck. Y Joist A horizontal frame piece that supports the decking and spreads the weight over the beams. Ledger A horizontal strip that connects the deck to the house. Post Footer Concrete filled hole that the post is attached to. U Post A vertical framing piece,used to support a beam or joist. Riser A board attached to the vertical cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair. Bottom Rail The lower horizontal piece that connects rail posts and supports balusters. Top Rail The upper horizontal piece that connects rail posts and supports balusters. Rail Cap The top horizontal trim on railing. Rail Post The vertical post connected to the deck framing that suports the railing. All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 3. 0' re H 1 r , A60 _V ttrOft. Ad- i � a ' �;�`a �c;t� t�p�►' f�"�°"�'""`"' .,�-..,—r.�-�-n ��' t�ts#�cr�a° ., '�F►��� r:£s'¢Yt` GdilK�Mf�OfT. i Rn j �S t tw 4".1.uE!�-p�� �.S IRt •. All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 4 's tl.' { 'Y INSTALLATION CHECKLIST General legal requirements Check title restrictions and easements,building codes and zoning by-laws to make sure your deck design complies. Obtain any required permits or zoning variances. Check with local utility companies to make sure deck footings and construction will not disturb or obstruct access to piping or wiring. Deck function While planning your deck, determine how it will be used. Your climate While planning your deck, consider local weather. Take advantage of good views. Install ledger Install ledger to anchor deck to house. Ledger placement`determines the deck floor level, normally 2-4"below floor line. If unsure about attaching a ledger board, consult a professional. Use batterboards and mason's string to mark off deck area and locate footing. Square with string Attach string to ledger and/or batterboards. Batterboards go just outside perimeter corners of the deck. Use the 3-4-5.method to get a 90 degree angle in one corner. Footing requirements Footing/posthole depth and location is dictated by local codes and by-laws. l { All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 5 I a `.,� �_:: � �a,'° „ ' .m '�k, '� '`•` ' '����+�`ems, � e�� �'��-& a o.� � , INSTALLATION CHECKLIST Attach beams to posts Determine the desired deck floor height on the posts. Determine height for securing the top of the beam to the post. Attach joists Joists are attached to ledger board with joist hangers or by toenailing. Determine where blocking will go and snap a chalk line, but make sure to stagger pieces for ease of nailing. - Lay decking Attach boards"bark side up"to minimize cupping and warping. The deck boards can be trimmed after they are.installed. Railings Railings must be firmly attached to the framing members of the deck. Check local codes and by-laws for requirements on railings. Stairs Check local codes and by-law requirements on stairs. Measure the rise and run of the stairs. Multi-level decks When planning a multi-level deck,for aesthetics make one deck larger than the other. All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 6 INSTALLATION CHECKLIST Post bracing Brace posts as dictated by local codes and by-laws. R A i i ti R " ' JOIST^ MMieY to e 1/211 11-011 FLOM JOIST R:R PtAN BEAM PER FLAN S6 KNF ICE •�`fi4 PST' PER pq %X-e -nlRu SOLT. i NOT.F� G S'TRUQTI TO SE ENONE7E0 -TO LOCAL W-10" MAX.-GRADE TO TOP OF DECKING All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 7 Tools Required & Tips for Success Tools Required: Carpenter's level Hearing protection Ruler Carpenter's square Hammer Safety glasses Chalk line Hand saw Screwdrivers Chisel Hoe and hose(to mix concrete) Shims or spacers Circular saw Ladder Shovel Claw hammer Line Socket wrench Combination square Mallet Stakes or batter boards Crescent wrench Nail set String Drills and bits Pencils Tamper Dust mask Pick Tape measure Extension cord Plumb bob Transit Framing square Post hole digger Tool belt Gloves Rafter square Two foot level Tips for success: 1. When cutting or drilling wood, always wear eye protection to prevent injury from flying wood particles. 2. When cutting lumber, a fabric breathing mask will help to avoid ingestion of the dust. Wear gloves as the surface is rough and can cause splinters. 3. For outdoor projects, nails and other hardware should be hot-dipped zinc-coated or equally well-protected material to keep them from rusting. 4. To help prevent splitting,drill pilot holes in each piece of lumber before nailing or screwing. 5. Make sure to treat your deck to prolong its lifespan. 6. Before you apply a finish on your deck,test for moisture by sprinkling the surface of a small area of the deck with water. If the droplets bead up, the wood is still wet.Wood that is dry enough for treatment will quickly soak up the water. 7. Deck finishes come in both water-and oil based.While oil-based finishes penetrate deeper into the wood; water-based products are easier to clean up and are more forgiving in damp conditions. 8. When applying finish or cleaner to your deck, protect surrounding vegetation by wetting with a hose and covering with plastic. 9. Invest in a pair of kneepads if you are doing floor jobs or working on a deck. 10. Dispose of scraps in the regular trash or take to a landfill-never burn. All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 8 Below are the Specifications And Materials that you have selected for your deck. Overview Number of Levels: 1 Footer Depth: W. ` Z Total Square feet: 320 Live Load:60 Dead Load: 10 Component Size Wood T e Joists 2x8 Top Choice Treated Beams 2x10 Top Choice Treated Posts 4x4 Top Choice Treated Deckin 5/4 x.6 Style Selections Com osite Railing Pressure Treated Lattice FooterDe th Live Load 60 psf Dead Load 10 psf Al rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 9 rays 4- - .r .a.:n. q, : � . e =°�i- o',,•, � -.;s ..� ." `` �;°: '� "... fir..6,.XWy. Material List Lumber Materials Item Number Quantity Description Usage 468941 19 Top Choice 2 x 8 x 16#2 Prime Pressure Treated Lumber Rim Joist 468943 4 Top Choice 2 x 10 x 10#2 Prime Pressure Treated Lumber Beam 468942 3 Top Choice 2 x 10 x 8#2 Prime Pressure Treated Lumber Beam 468945 5 Top Choice 2 x 10 x 16#2 Prime Pressure Treated Lumber Beam 4643 20 Severe Weather 3-Step Treated Deck Stair Stringer Pre Cut Stringer 468951 1 4 x 4 x 10#2 Pressure Treated Lumber Railing Post 468954 3 4 x 4 x 1612 Pressure Treated Lumber Railing Post 468966 36 2 x 2 x 8#1 Pressure Treated Lumber Baluster 468931 2 Top Choice 2 x 4 x 10#2 Prime Pressure Treated Lumber Railing Section 468933 1 Top Choice 2 x 4 x 16#2 Prime Pressure Treated Lumber R iling Section 468973 2 5/4 x 6 x 10 Premium Treated Decking Railing Section 468991 1 5/4 x 6 x 16 Premium Treated Decking Railing Section 473866 5 Style Selections 12-ft Natural Brown Decking Decking 473868 46 Style Selections16-ft Natural Brown Decking Decking 468938 1 Top Choice 2 x 8 x 8#2 Prime Pressure Treated Lumber Header 468950 11 14 x 4 x 6#2 Pressure Treated Lumber Post 468939 11 Top Choice 2 x 8 x 10#2 Prime Pressure Treated Lumber Stringer Support Other Materials Item Number Quantity Description Usage 116239 28 USP 2-in x 8-10-in Triple Zinc Slant Nail Joist Hanger Joist Framing 184956 1 USP IM-in x 1-1/2-in Hot-Dip Galvanized Nails Joist Framing 69262 3 Grip-Rite 5 lb 9-Gauge 3-in Hot-Dipped Galvanized Smooth Joist Framing Nails' 69139 1 Grip-Rite 1 lb 9-Gauge 3-in Hot-Dipped Galvanized Smooth Joist Framing Nails 37164 4 USP1-5/16-in x 2-3/8-in x 6-15/16-in Triple Zinc Angle Clip Joist Framing 21993 32 USP 1-1/2-in x 6-1/2-in Triple Zinc Rafter Tie Joist Framing 56928 1 Grip-Rite 5 Ibs 9-Gauge 1-1/2-in Hot Dipped Galvanized Joist Framing Smooth Joist Hanger Nails 10385 7 QUIKRETE 80 Ibs Setting Post Concrete Mix Footing to Post 222710 1 QUIKRETE 50 Ibs Concrete Mix Footing to Post 10149 4 QUIKRETE 8-in Concrete Forming Tube Footing to Post . 193212 7 The Hillman Grou 1/2-in x 10-in HDG Anchor Bolt Footing to Post 2411 7 USP 4-in x 4-in Steel G185 Post Base Footing to Post 37161 14 USP 4-in x 6-in Steel G185 Post Cap Post to Beam 29926 20 USP 1-3/4-in x5-1/16-in Triple Zinc Slope/Skew Hanger CladRimOrStair 67377 58 The Hillman Group 1/2-in- 13 x 8-in Hot-Dipped Galvanized Railing Post Standard SAE Hex Bolt 58128 29 The Hillman Group 4-Count 1/2-in x 1-in Zinc Plated Standard Railing Post SAE Flat Washer 43647 2 The Hillman Group 25-Count 1/2-in-13 Zinc Plated Standard Railing Post SAE Hex Nuts 135639` 4 The Hillman Group 2-Count 1/2-in-13 Zinc Plated Standard Railing Post SAE Hex Nuts All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 10 AVII 1 . 't..�.. Other Materials Item Number Quantity Description Usa e 471150 7 FastenMaster Versaclip 90-Count Black Self-Drilling Clip Deck Deck Planking Hidden Fasteners 50 Sq Ft Coverage) All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 11 I ; r v9: I# s Your Custom Deck Estimate =..'a,;.. s'° s•' r w q a *. :, ', `w' c .:a.r S a. .,:-ate .� _ a "! Estimated materials cost with your custom selections: i , $3,539 - $3,720' a A_ R :xt Your Custom Selections { 31 yam. r x. 3 : -'� T"t ,ie, a row'a sr a @ ?'4 t. " Decking Type Style Selections Composlte ��� Joist Spacing 16rY, � � iN ._ Deckmg Size 5/4 x 6 �r01 �Joust Wood TypeTop`ChoiceT�eated e A S—U' „- '`° . .;k ,: x :�. Y .ace dam•kr•.._ y` Deckmg Co'Ior Natural Brown E Joist Size 2x8 •4,fsr a r? � € RailingjjMaterial Pressure TreatedaBeam Size 2xq�� 4 � Railing Style Standard�Rall ng without Bottom Reif Post Wood T�/ne To ChoiceYTreated is Railing Color Pressure Treated Post Size 4x4 � ; -: m r. -: - c y a i b •��'w q r�,.r`^� yet' 1 , :.�er �'``u p �. .,,�, -5 f '-}2N •�.. .L'L A detailed rnatenals>Ilst;whichIncludes the Item numbers w of T products=to purchase, can be foundon page10 �r Estimated materials cost with basic selections: $1,709-$1;797 Decking Type: Pressure Treated Joist Wood Type:Top Choice Treated Decking Size: 5/46 Joist Size: 2x8 Railing Material: Pressure Treated Beam Size:2x8 Railing Style: Pre-Assembled Railing Post Wood Type: Top Choice Treated Joist Spacing: 16" Post Size:4x4 Note: Estimates are based on representative costs of materials in your geographic area.Actual,current material costs and availability may vary by location,and are routinely subject to change. Contact your local LoweQ%s store for product availability, pricing,and other assistance. All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 12 RL Beam Layout Level 1 zi InR i i BEAM LABEL BEAM LENGTH POST COUNT POST SPACING A 19191. 3 9'4 3/4" B 19191. 4 6'3 1/4" CT) All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 13 ,x 4 L Materials Cut List: Level 1 E E VO D ' D F E E E E EB E E E LABEL NAME QTY LENGTH BEVELS ` LABEL NAME QTY LENGTH BEVELS A Header 2 19'6". 0,0 E Pre Cut Stringer 20 2'6" 0, 0 B Rim Joist 2 15,910 0,0 F Stringer Support 1 9' 11 1/2" 0, 0 C Internal Joist 14 15'6" 0,0 G Stringer Support 1 12' 11 1/2" 0, 0 D Cladding 4 2'6" 0, 0 4 Cut Angles: L=Left, R=Right, F=Front, S=Side All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 14 iy' ._ Analysis Page: Level 1 LOAD AND Your d ll deck,will support a 60 PSF live load. Z� Posts have 24" below ground support. DECK AND POST HEIGHT: s You selected a height of 24"from the top of the decking to the ground level. The top of the deck support posts will therefore be 15"above ground level. Joists: Set joists on top of beams, 16'; center to center. Z Stress Ana sis: Level 1 Joist Deflection 386 Joist Bending 101 Joist Shear 137 x. Joist Compression 137 Beam Deflection 174 Beam Bending 70 '+t' Beam Shear 80 Post Stability 158 t All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 15 Warning:You have prepared a preliminary design of a deck for residential purposes,including the preparation of a preliminary bill of materials and a preliminary materials pricing estimate. Materials pricing estimates do not include labor costs and are subject to change. This preliminary design is NOT intended for use as a final design and may not be sufficient for permit applications. Variations in building codes,specific architectural considerations, and/or site conditions may require changes to the preliminary design.You are responsible for the final structural,code compliance,material usage,and structural safety of this design. Be sure to check and verify the design with your architect,engineer and building inspector. Lowe's does not assume any responsibility for design,engineering,or construction;for the use of installation of materials;or for compliance with any building code or standard of workmanship.You should consult with professionals(including an architect,engineer,licensed contractor,and/or building inspector or code official)concerning the suitability,safety,and legality of this preliminary design,rather than relying on this tool for those functions. Always refer to information on fastener packaging for use with pressure treated lumber. Preferences:Certain assumptions have been made in order to provide an accurate material quote for your deck project.Because local codes and bylaw requirements may vary throughout the country(e.g.,by municipality and state/province),it is imperative that you check with your architect, engineer,licensed contractor,and/or building inspector or code official for compliance with local requirements and building codes.The following building practice assumptions have been made in planning the materials for your project: �r Footer Depth: s �� Footer Type: Post On Concrete Joist Cantilever: 6 inches Joist Spacing: 16" center to center Spacing Between Deck Planking: 1/8" Stair Stringers: 10 inches Deck Live Load: 40 psf Deck Dead Load: 10 psf Stairs Live Load: 40 psf Stairs Dead Load: 10 psf Be sure to check and verify the design with your architect,engineer and building inspector. Note:It is recommended that joist that meet on top of beams should be spliced with gussets.The gussets should be 2-by wood the same width at the joist and overlap by 6 inches on each side.These gussets should be held in place with 12 16d galvanized nails. Handling Precautions for Pressure-Treated Wood Disposal:Dispose of treated wood by ordinary trash collection.Treated wood should not be burned in open fires,stoves,fireplaces,or residential bilers because toxic chemicals may be produced as part of the smoke and ashes.Treated wood from commercial or industrial use(e.g construction sites) must be disposed of in accordance with state and Federal regulations,which may include burning only in commercial or industrial incinerators or boilers. Always refer to information on fastener packaging for use with pressure treated lumber. Operating Conditions:Avoid frequent or prolonged inhalation of sawdust from treated wood.When sawing,sanding and machining treated wood,wear a dust mask.Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. (Lowe's instore saws are equipped with a vacuum to minimize airborne sawdust). Protection:When power-sawing and machining,wear goggles to protect eyes from flying particles. Clean Thoroughly:Wear gloves when working with the wood.After working with the wood,and before eating,drinking,toileting,and use of tobacco products,wash exposed areas thoroughly. Wash Separately:Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse.Wash work clothes separately from other household clothing. For Additional Information:www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com www.treatedwood.com-Call:(800)282-0600 or(800)356-AWPI All rights reserved copyright©2014 DIY Technologies Project ID:907780979 Page 16 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION GU Map' Parcel 09 9 Permit# �)—Iz Health Division` �'-f- --��'7 �J'�1®� 1' 9ARN'STAB, �e Issued 3O 0 Conservation Division F,3 A 9/;7 0 er (� p9 , A plication Fee o v �' Tax Collector Permit Fee ��6 Treasurer 1i - - � �--- ; � -----SEPMC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive'Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis ' TOWN REGULATIONS Project Street Address r'ely .Gif/!!_-= Village Owner�4 A—r4,4-rl 91 ft 1& Address /0fi i�R1Y /-f, Telephone nn Permit Request 34�Co-ial J1601` -1 '.0- r 0&;►X4•P✓' 7//'97 IJU71' ��u� dui✓'S T �(�I y/ (,� c✓I ou.7S �I'�� C�40' �,4,/lr�o� ,� Square feet: 1st floor: existing I i' I proposed I sr 0 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation f1l. Construction Type Lot Size ��,1?00 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family n Two Family ❑ Multi-Family(#units) Age of Existing Struct e 20 ,rs-�, Historic House: ❑Yes IB'No On Old King's Highway: ❑Yes 660 Basement Type: Full 0 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: existing new e, Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 9'OiI ❑Electric ❑Othe Central Air: ❑Yes /No Fireplaces: Existing -6— New Existing wood/coal stove: ❑Yes ®'No Detached garage:❑existing Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing /new size22-X3(- Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# �`Current-Use- r S L_4 Pro p o s e d Use 1 xe, BUILDER INFORMATION Namur_ ,9�1 la°i I S Telephone Numbe(�09) 7;71-l WG Address 3 . iyG License# o GG s-y Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Du!Kfy SIGNATURE DATE 7 / 7 Xa�` FOR OFFICIAL USE ONLY O 1 : PERMIT NO. DATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE OWNER �t - DATE OF.INSPECTION: FOUNDATION q, a C)A-p FRAMELA cd CL- u ® i INSULATION c � c.m►� FIREPLACE ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH _ FINAL . co GAS: ROUGE FP-_• FINAL FINAL BUILDING Hov S o n1 _ S ` - - 4 Z ,o _ y up C DATE CLOSED OUT ilz- F ASSOCIATION PLAN NO.uo } The Commonwealth of Massachusetts T •_ - Department of Industrial Accidents' Meg ammmgm 600'Washington Street - Boston,Mass., 02111. v w'kersI Com ensation.Insurance Affidavit-General Businesses ii M _ _ ,x... y >p;`St.37••• •Th"r"4F.r"�•v.. address: GP/-��/y/ • state' work "te location fall address : �6N �V � I am.a sole proprietor and have no one Business Type: ❑Retail RestaurantBai/Eating Establishment working in any capacity. ❑Office❑ Sales(including.Real Estate,Autos etc.)' ❑I am an ern tover with em o ees(full& art time. O th e r I am an•employer providing.workers' compensation for my employees working on this job. !J /: :Y..f'�i ,.y.,.4.•.{R�< .i •'j• .{t, .1• .�.. _ti;;i '+:!'i••a ,'•7.l''' :4: oaf •1`:.'r�+^' .. •t. ..e •:+j••:f• ...5::.[�i�i•.`i. "+`..i::� - a :.t�.+z:~{; 1`}:�'[::'r^.'n'Ti :7.:.- I•••1 i..'4 .. address: - °�•• �t}' ..,,.:;• ..��:: ,.;::'::�. r�'.`• , -r•.:.: ;.: .t. •ti IN A. arice.c'ns• ••a.• i I1S n"l am a sole proprietor and have hired the independent contractors listed below who have the following workers compensation polices; '•name: ,:..,t... 77777- address:. rr=•. ,i• _ :l �7?...�; ••;�,d.a:'}'t. !', t .+;•:' .i•' •tit•' - ..�, 0•4.:' vti :i'v.,^tii +•5 , -ti' fU•liC - '': pt..[.•>:.:• ,t`. ' insursnce'co. - f addrCSS:. •• > . gi till.-]':. --- ,t' •a. .;.. .r,. •J'+:' i.{: :<_.1= '4o-. insursace�so' - �� Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposon of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties In the fliim of a STOP FVORK ORDER sad a fine of S100.00 a day against me. I understand that a COPY of this statement maybe forwarde of Inves gations of the DIA for coverage verification. I do hereby certify un h and p alti o perjury that the in�ormatioiR provided above is true and correct. ' Sigaa •�� Date ' . �/�7/If q Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department . []Licensing Board .t ❑-check if immediate response is required ❑selectmen's Office ❑Health Department contact person phone#; ❑Other (revised Sept 2003) Information and Instructions. ' Massachusetts General Laws ch�pter�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 any two or more of the foregoing engaged in ajoint enterprise, and including the legal representatives of a deceased,employer, or the receiver or trustee of an individual,partners. �P., 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 employspersb` to do.maintenance, construction or repair work on such dwelling house or on the grounds or bring appurtenant thereto shall not because of such.employment.be deemed to bean 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- of its political subdivisions shall enter into any contract for the performance of public work until coinrnonwealth nor.a compliance with the insurance requirements.of this chapter have been presented to the contracting acceptable evidence . authority. Applicants , Please fill in .the workers' compensation affidavit completely,by checking the box that applies to your situation.:Please supply company nine, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted o the Department of Industrial Accidents-for confirmation of insurance coverage. Also*be sure to sign and date the t permit or license is affidavit. - The affidavit should be returned to the city or town that the application for the p being • requested, not the Department of`Industrial Accidents. Should you have any questions regazdin the"Iav�'or if you me required to obtain a worker&'•compensation policy,please call the Department at the number listed below. City or Towns . Please be sure that the affidavit is complete andprinted legibly. The Deparbnent has provided a space at the bottom of the 't for You to-fill out in the event*the Office of Investigations has to contact you regarding the applicant. Please affidavit y .`M be sure to fill.in the pe�tllicens.e nunumbuch will be used as a reference number. The.affidavitsN.may.be.retumed to the Department bymail or FAX. 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..- The Departrnent's address,telephone and fax number: . , The Commonwealth Of Massachusetts Department of Industrial Accidents 6t�ce of�e>fes�gariens - . 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext:406 oY Tdwa of Barnstable ' tNE f ' R,eplatory.Serldes e sr st Thomas T.Geiler,Director , p�Al d MP.1% Buzidiug DIVIsidn Tom Perry,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. —- Data ' A�IDAYI'.0 . IrOIYIE Z2RO'VEMENT CONTRACTOR LAW SUPPLBUMNT TO PERD=APPLICATION MGL 0,142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or constracaon of at addition to any pie-existing owrmr-occupied 6A,7 ng containing at least one but not more than four dwelling units or to stmctures wbich are adj scent to such residence or building b a done by registered contractors,with certain exceptions,along with other requirements, • TypeofWork• cvo /' Estimated Cost - Address of Work: /�� / FAN L �P41 ✓!/.��� • . _ Owner'8 Name; ����.y"/�'/ ✓1 /�C��y �''r! k4H1 33ate of Application: • ' ' I hereby certify that; Registration is not required for the following reason(s); - []Work excluded bylaw []Job Under S 1,000 ❑Building not owner-occupied ❑Owner pulling own permit , Notice is hereby given that; ORS PULLING TSMZR OWLS PERMIT OR DEALING WITH UMREGIBTERED CONTRACTORS FOR AYPLICAB„IiE XOME ZUROYEMENT WORK330 NOT 9: YE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY Y MD UNDER MGL c,14ZA, SIGNLD UNDERPBNALTIES OF PERTURB Thereby apply foi a permit as the agent of the owner; if hid S'16s Date Contractor Name Regtslxaflonrlo. OR Owner's Name - RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 _4-O _ Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE q l Qq 2_ r`square feet x$96/sq. foot= l G q 3 �.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) yyG square feet x$32/sq.ft.= Y 6�G x.0041= ACCESSORY STRUCTURE>120 sq.ft. / O rI >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= -(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 Projcost Rev:063004 i Town of Barnstable ° yo4tHe rcy�o .� .� Regulatory Services ' Thomas F.Getler,Director srAs Building DlvIdOn pr�D � Tom Perry, Building Commissioner g . 200 Main Sttee#, y&=is,MA 02601 . yrrg town.barastable.ma°us --- Fax: 508-790-6230 Office: 508-862-403 8 �. Poeity owner Must �m�Iete and sign Section If using A.Builder as owner of the subject property So ( to act on mybehalf, _.. hereby authorize ma tters relative to work authorized by*IS building permit application for, zn all Address of fob) = - Date. Signature Pit ame So C,71y T7nc - v a �A /4i 25 S c � ��G 3 CERTI A ED PLOT PLAN o LOCATION qr sr,�Qc�•�c�.vr�x✓� � SCALE . .�/�--Se.... .DATE :96 . .• •.1 PLAN REFERENCE 8 .^!G. •. a: oF. . H QI 4941 v C7 Le7T LG �o EDWARD y� S• :S�,/oyvAI 0AI &le- 88. /. E. • • •• �. ••ee`• •r .• o O� M e i . . :. • e . . 1 e . . 1. e) e ee ... r • e . .e : . •.�.• . • •, IST 01 L Aug I CERTIFY TNAT THE ,ls7�NG .L1W�z.c AI }` SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON, DATE •.... ..J REGISTERED LAND SURVEY R i r� Sot�rhl A/Fl tF LoT zS v: Q v T TAG /8 9o0 L or 'IZL • Kl 3 CERTIFIED PLOT PLAN o LOCATION SCALE . ./.....3��.... .DATE PLAN REFERENCE '6k7 a of. .. Lor*7-S�/w2> �9G'G v G LvT Z.6 . . . . . . . . •_.. $..... 1.0..... .. . .. . e EDVW%AD- . . . .. ... ....'. .. . . . . ..,. CB LG . . . 4 :off . . .. . . 1. . e '. . . . . 0.. .. . 0. . . , . 9 o. 26100 . . . . .. .. . . . . .. ... . . . . . . 0. . . . . . .. . . . .. . <',T REGISTER I CERTIFY THAT THE G�7!STlNG T /ELv... ��MAL lA SHOWN ON THIS PLAN IS LOCATED ON THE GROUND " AS SHOWN HEREON GATE ,, ,/." REGISTERED LAND SURVEY R 08116f2004 20: 04 15088889609 MAP INSULATI074 PAGE 01 Permit Number MECcheck Comp.ance Report Massachusetts Energy Code hdilf".6 PefLn.u■lrinmi■■ i inainsarrio rlinnlrndVir(nnim TITLE:CILUCK PALTSTOS CITY:Barnstable STATE;Massachusetts FiDD:6137 CONSTRUCTION TYPE: I or 2 Farn.ily,Derached HEATTNG SYSTEM TYPE: Other(1'on-Ekotric Resistance) DA'1'L':08116104 DA r1i OF PLANS: 8/10,104 PROD ( I INFO RMATION: 19S'T•F,RN RO'NT) C I:NT1.RVll_l.E MA. COMPANY INI"ORMATION: M.A,P, INSULATION CO. COMPLIANCE:Passes Maximum UA—251 Your Home=237 5.6%Bettsr Than Code Gross Glazing Arec or Cavity Cont. or Door Perimeter RRValtt.e R-Value U,Factor UA Ceiling 1:Fiat Ceiling or Scissor Truss 1440 30.0 010 50 Wall 1:Wood Frame. 16" ox. 1380 13.0 0,0 99 Window 1: Wood Frame., I)ouble Pane with I.cw-E 106 0.340 36 Dour 1: Solyd 28 11).aj0 10 Door 2: Glass 42 0.340 14 Hoor I: Over Unconditiancd Spa" 600 19.0 0.0 28 Furnace 1: Fotced Hot Air, 32 APUE C'OM PLIANC',F..STA'f'LMENT: The Iroposed building,design described here is consistent with the building plans, specifications,and other calculations subnt.itted with the penYrit application. The proposed bttildiug has been designed v to meet the Massachusetts Energy Code requirements ill MECchecic Version 3,2 Relem 1a. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code, The 1-IVAC equipment selected to heat or cool the building shall be no greater than 125°lr,of the design load as specified iti Sections 78GCN4R 1310 and,14.4, Builder/Desivicr. .Elate _ r t °. k 08/16/2004 20:04 15088889609 MAP INSULATION PAGE 02 MECche�k Inspection Checklist Massachusetts Energy Code M.ECe-heck Saftwaa'e Version 3.2 Release la DATE:08/16/04 f1TLE:(1-TUCK PAL.TS105 13'.dL. • [use I Ceilings: C'eiling 1:Flat C..iling or Scis:ior'Fruss; R-30,0 cavity insulation j C'ommenic: Above-Grade Walls: L ] I. Wall 1:Woad,Framc, I G"ox.,R<13.0 cavity insulation comments: J NVindows: L ] I. Window 1:Wood Framc, Doi ible Pane with Low-E,U-factor:0.340 For windows without labeled U-factors; describe features: 1 #Panes Frame Type_ _ Thcrma.l Break?[ )Yes! ]No Comments: Doors: Door 1: Solid,U-factor:0,350 I C'ornments: __ _ f 1 2. Door 2: Cilass,U-hector; 0.340 /f Panes Frame I ypt_ Thornied Break.'?( ]Yes ( ]No i �'Un1nt4'IttS; Floors: 1: All-bVpuil ,Io1St:'I'I'Llss. Ovel'Ltnconditiotled Spice,R-19,0 caVity insulation j C.'otnntcnfS� - j Heating and Cooling Equipment: [ ] J 1, Furnace 1:Forced Hot:Air,82.TUE or higher Make and Model Number Air i,eakage: ] Joints,penetrations,and all other such openings in the building envelope that anti:sources of ail- leakage must be sealed, I When installed in the building envclr�pe,recessed lighting%ixtm'es I s.11a11 meet one oi'the following requirements: I I, 7`ype IC rated;manufactured with no penetrations between ilia inside of the rcecsscd fixture and ceiling cavity and sealed or ga.sketcd to prevent air Icalcage into the unconditioned,pace. I 2- Type lC'rated, in accordance u irh Standard ASTM E 283,with no more than 2.0 efm(0.944 L/s)a.ir movement from the the conditioned space to the ceiling cavity. The lighting fixlnrC . j shall have been tc.tcd at 75 PAP, 1,57 lbs/fl2 presstire difference aild shall be labeled, Vapor Retarder: j i I Ih.cjuired on the warn,_in-wir.fer side of all non-vented framed ceilings,walls,and floors, 08/16/2004 20: 04 15088889609 MAP INSULATION PAGE 03 Materials 1ocutifi'cation: J ( Materials ind equipuletit must be idc:itified so that compliance can be determined. J, { Manu iaciu,cr manuals for all inAillcd heating and cooling equipment an(]service water heating equipment muss:he provided. f ] ln5ulation R-va.lues.glazing 1, value,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: l Ducts shall be insulated per Table J4.4,7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or•joist covitiesfspaees used to transport air,shall be scaled using mastic and fibrous racking tape installed according to the imnufacturer,'a i,nsta.11ati.on instructions. Mesh tape may be omitted where gaps are less than 118 inch. Duct tape is not pMnnittcd_ [ j The HVA(:system mustt provide a ineans for balancing air and water systems. Temperature Controls: [ ] I Thormostats are required for each separate HVAC system. A manual or autarmatic means to J partially restrict or shutoff the heating and/or rooliug input to each zone or floor shall he provided. Heating and Cooling Equipment Sizing: { ) I Ratce aulpul a rl+--ily of the hcatinE,rcoolin&system:is no:greater than 12i1;c of the design load as spe0!1ci: in Sections 740C..MR 1;10 and J4,4, I Circulating Not Water Systems: i { Insulate circulatit',g hot water pipes,o the levelstn 1•ablc 1. I i swimming Pools: { J I All heated swimming pools must have an on/off heater swilch and require a cover unless over 20% j Of tilt' Rile heating ener_ry is from non•depletable sources. Pool pumps.require a time clock. J Heating and Coolihig.Piping Insulatiorl: � ( ; J HVAC pipm.g conveying fluids above 1,20'T or chilled fluids below 55°F must be i.nsulalcd to the J icvels in Tab1c 2. 08/16/2004 20: 04 15088889609 MAP INSULATION PAGE 04 Table 1, t'l'Iirrimiun Insulation Tlaicktress,for Circulating Hot ►d'atrr Pipes. Insulntior'i'11yIC1U1645 ill It Chos UV Pipe Sizes Heated Water ill Runouts Circulating Mains and Runouts Ternncrattere f l) ,uo Lo 1" Up to 1.25" 1.5°t " er 2" 170-180 0.5 1.0 1 5 2.0 140-160 0.5 U15 1,0 1.5 100.130 0.5 0.5 0.5 1.0 ! Table 2. Mitlim"Im Insulati.un Thickness for Ili VAC Pipes. F11lid'rcmp. insulation Thickness in inches by Pi e1 a Sizes Pit�iilg Svs[cm Types (Zan c F. 2"Runouts 1":Ind.Tess 1.25to z"z" 2.5"tom Heating Systems l.ow hrr.ssureCl'enllaraature 201-250 1.0 1.5 1.5 2.0 I.urti fcmperariirr I20-200 J.5 1.0 1,0 1.5 Sloam Condn.q.q4(c(lor Coed wailed Any 1.0 1.0 1,5 2,U CnoIing Systems C"Lillt'd Water. Rvil igcran!. 40.55 0.5 0.i 0.75 1.0 and 131 inc Below 40 1.0 1,0 115 1.5 NOTES TO FIELD(Buil&g Department LJ.ae Only) L_ BOISE" BC CALCO 2003 DESIGN REPORT - US Thursday,July 22,2004 13:42 Triple 1 3/4",x 11 7/8" VERSA-LAM@ 3100 SP File Name: C Paltsios_198 Tern.BCC: FB01 Job Name: Description: Address: 198 Tern Lane /his/q Tfaoyl Specifier: City,State,Zip:Centerville, MA / Designer: Joe Madera Customer: Chuck Paltsios Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER.629 Misc: Standard Load-40 psf 110 psf Tributary 13-00-00 9 r BO 131 3510 Ibs LL 3510 Ibs LL 996 Ibs DIL 996 Ibs DL Total Horizontal Length-13-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 13-06-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 15207 ft-Ibs 47.7% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 13-00-00 End Shear 3845 Ibs 31.9% 100% 2 1 -Left Total Load Defl. U476(0.34") 50.4%. 2 1 Live Load Defl. U611 (0.265") 58.9% 2 1 Max Deft 0.34" 34.0% 2 1 Live Load: 40 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2": the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Nailing schedule applies to both sides of the member. above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails y of BOISE engineered wood products must be in accordance a=2„ _ d with the current Installation Guide and the applicable building codes. /8"= To obtain an Installation Guide or if d c 7-7-7 a e you have any questions,please call e=3„ o o (800)232-0788 before beginning product installation. C BC CALCO, BC FRAMER®, BCIO, BC RIM BOARDTM, BC OSB RIM —� BOARDTM BOISE GLULAMTm, 2 o o \ VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAN D'rm, b VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1,of 1 Uniformly Loaded Floor Beam[AISC 9th Ed ASD I Ver: 5.05 Bv: Joe Madera , Sheplev Wood Products on: 08-12-2004 : 09:34:16 AM Project: CPALTSIO-Location: 198 TERN LANE FAMILY ROOM Summary: A36 W10x39 x 21.0 FT Section Adequate By: 86.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.38 IN =U671 Total Load: TLD= 0.54 IN =U463 Reactions(Each End): Live Load: LL-Rxn= 5460 LB Dead Load: DL-Rxn= 2457 LB Total Load: TL-Rxn= 7917 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.13 IN Beam Data: Span: L= 21.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DU= 15.0 PSF Tributary Width-Side One: TW1= 6.5 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.5 FT Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 520 PLF Beam Self Weiqht: BSW= 39 PLF Beam Total Dead Load: wD= 234 PLF Total Maximum Load: wT= 754 PLF Properties for:W10x39/A36 Yield Stress: Fv= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 9.92 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 7.99 IN Flange Thickness: tf= 0.53 IN Distance to Web Toe of Fillet: k= 1.13 IN Moment of Inertia About X-X Axis: Ix= 209.00 IN4 Section Modulus About.X-X Axis: Sx= 42.10 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 7.53 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 31.49 Allowable Web Bucklinq Ratio: AWBR= 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 8.43 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 28.13 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 41564 FT-LB Nominal Moment Strength: Mr= 83358 FT-LB Controllinq Shear: V= 7917 LB Nominal Shear Strength: Vr= 44997 LB Moment of Inertia(Deflection): Ireq= 112.07 IN4 1= 209.00 IN4 Uniformly o y Loaded Floor Beam AISC 9th Ed ASD Ver: 5.05 f 1 By:Joe Madera , Shepley Wood Products on: 08-06-2004 : 2:46:28 PM Proiect: CPALTSIO-Location: 198 TURN LANE CENTERVILLE Summary: A36 W12z30`x 22:0.FT 7 45;:/`f 91_1C_ Section Adequate By: 83.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.37 IN=U720 Total Load: TLD= 0.53 IN=U501 Reactions(Each End): Live Load: LL-Rxn= 5280 LB Dead Load: DL-Rxn= 2310 LB Total Load: TL-Rxn= 7590 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.94 IN Beam Data: Span: L= 22.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 480 PLF Beam Self Weight: BSW= 30 PLF Beam Total Dead Load: wD= 210, PLF Total Maximum Load: wT= 690 PLF Properties for:W12x30/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.34 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 6.52 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.94 IN Moment of Inertia About X-X Axis: Ix= 238.00 IN4 Section Modulus About X-X Axis: Sx= 38.60 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.73 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 47.46 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66"Fy: Lc= 6.88 FT Allowable Bending Stress: Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 44.08 Limiting Web Height to Thickness Ratio for Fv=.4`Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= 41745 FT-LB Nominal Moment Strength: Mr= 76428 FT-LB Controlling Shear: V= 7590 LB Nominal Shear Strength: Vr= 46201 LB Moment of Inertia(Deflection): Ireq= 118.94 IN4 1= 238.00 IN4 . '�,lzP, >^o�nvrraoruriea�� o,,����rc`ucaeC.la �1�1 Board of Building Regulati ns and Standards r; HOME IMPROVEMENT CONTRACTOR ' r Registration: 114644 Expiration: 1 0/812 0 0 5 Type: DBA C.PALT�IOS BLDG&REMODELING I CHARLES PALTSIOS 183 LONGVIEW DR CENTERVILLE. MA 02632 Administrator BOARD OF Bl1JLDING REGULATION { ` License CONSTRUCTION SUPERVIS OR t °, of ;r Number 'CS 006fi;5.3 944 k < , Birthdate ;09/221;:•,,,. ,1 *°a.' :. � Expires "09/22J2Q0•,5 Tr.no: 2409 f Restncted'-� 00 CHARLES G PALTSIOS {+, 'a GENT ftU1LLi=; PJIA '02632 AdrninWrafgr' r` I VN and A 5"Avalkil 07�ri MIA * a xjC j-M ,r- , t I 183 LONGVIEW DRIVE- C. PALTS:10S 'E S:ON CENTERVILLE, MA. 02632 SCALE: APPROVED BY: DRAWN BY� DATE: REVISED wtm$`U�ILDING & REMOD'ELING' 771-1410 LICENSE # 006653 DRAWING N UMBER NEW ENGLANO REPROGRAPHICS 6 SUPPL Y CO. k i. 1 - - DA 183 LONGVIEW DRIVE �i,�i�E• sE-r„ �-� e slos E SON CENTERVILLE, MA. 02632 SCALE:/ v APPROVED BY: DRAWN DATE: REVISED 771-1410 LICENSE 7T 006653...BUILDING KEm �ODELINmm%A DRAWING NUMBER 7T ENGLAND REPROGRAPHICS&SUPPLYCO. • it a f p f f 4 7avy3a >'wss^rc T�✓a-2ivc STD/cs RID 16 U .._ vF2st-AN9 3100 s P v 3 rn.e �A/LA 6C' Y a 7w.2y'/& Tulyyt + avy6 n Ewa y�/t Y v 'fw2q4� �crcK / n 3 S-o 22,06, 6on/ATHhK.F/to//y yi4�iY.�/RM. 183 LONGVIEW DRIVE lye n,',, ZN ; ���,/. C. 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UAL T �I • 6 Alk Q'GiYA T.fjI J(.�L/G�/�fiC/l�YNAI'Q ... IL I Am 183 LONGVIEW DRIVE �9r3,?u�,rZit irc'ty:% �L/ Cm los 'E SON CENTERVILLE, MA. 02632 SCALE: APPROVED BY: DRAWN BV� '��LTJ/O f ' � DATE REVISED 771-1410 A Z VA7/-0�Y REMODELING. LICENSE ## 006653BUILDING IDRAWINGNIIBII K/ 'NEW fNGLAND REPROGRAPHICS&SUPPLY CO. .It I I 4, t t —77 ew .._._y._... _...._.__ ...... .. ............ J_1_!_....I. . i i1 I J- L 1_ J.!_ . 183 LONGVIEW DRIVE . PAILTS'los E SON . CENTERVILLE, MA. 02632 SCALE: APPROVED BY; DRAWN B �'� (T��S DATE: REVISED BU REMODELINL`3 771-1410�I.L,DING & c c C LICENSE # 006653 DRAWING NUMBER 'NFW fNOLANO REPROGRAPHICS B SUPPLY CO. (/