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0059 FURLONG WAY
Town of Barnstable `3 e ;Post"T'his' ised So That rt is Visible From the Street Approved Plans Must be Retained on Job and,this Card Must be`Kept v Uilding 6 9. " Posted Until^Final Inspection Has Been.Made ` w ^s 3Y J; q r f ° er,r °i Where a Certificate of Occupancy,is Required,such Bwldmg shall Not be Occupied until a Final Inspection has been made Permit Permit No. B-19-4172 Applicant Name: Mark Mordini Approvals Date Issued: 12/17/2019 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 06/11/2020 Foundation: Location: 59 FURLONG WAY,COTUIT Map/Lot: 022-.080 Zoning District: RF Sheathing: Owner on Record: LINKAMPER,JOHN H 1R Contractor Name-' POWER HOME REMODELING Framing: 1 GROUP LLC. Address: 59 FURLONG WAY 2 COTUIT, MA 02635 Contractor License:-168616 Chimney: Description: install 6 replacement windows-same size and location as existing- Est Project Cost: $6,414.00 NO STRUCTURAL CHANGES Permit Fee: $35.00 Insulation: Project Review Req: i Fee Paid: $35.00 Final: Date:' 12/17/2019 Plumbing/Gas Rough Plumbing: '-:Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months:after•&issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and,theapproved construction documents;for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws'and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for�public inspection for the entire duration of the work until the completion of the same. f Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building andrF re Off ic als are provided on thfsFpermit. Service: Minimum of Five Call Inspections Required for All Construction Work: Y Rough: 1.Foundation or Footing c.eM... . 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. 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 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health DiviEs) �, ^9--5q /// P//'a'— Date Issued �?' _ Z' �— Conservation Division Application Fee 4 J Planning Dept.t. Permit Fee 1 > Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis V' cProject Street Addrreess,s, r L A to,��� 1N' v KVillag"_e..�I-d1"��z�`Z' Telephone—COL— S Permit Request_— COOS72 Qs 1 2 2 >G Square feet: 1 st floor: existing 13 proposed 22G5Y 2nd floor: existing proposed �' Total new Zoning District Flood Plain Groundwater Overlay Project-Valggq 80,CP Construction Type Lot Sizes 1 q 2 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Er�_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: O'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) f o Basement Unfinished Area (sq.ft) I, Number of Baths: Full: existing 1 new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor�Room Count SD Uj , Heat Type and Fuel: ❑ Gas U116il ❑ Electric ❑ Other ; -- Central Air: ❑Yes O'go Fireplaces: Existing iNew Existing wood/coal�stove: Yes 0-Nu- Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barra: ❑ existing 0 onew size_ Attached garage: 0existing ❑ 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.._. ! t� Z ►' S7 ( Telephone Number Address a �S�'l_) � LiC ce se# ?2 O L-�J Pf7e cjao 622d:b Home,Improvement;Contraetor Worker's Compensation # ALL CONSTRUCTIONDEBRIS'RESULTING,FROM THIS PROJECT WILL BE TAKEN TO CSIGNATURE - C`"""`DATE:•. 'l2 '' FOR OFFICIAL USE ONLY ,APPLICATION# DATE ISSUED MAP/PARCEL NO. ` y e 1 r ADDRESS VILLAGE . OWNER " } DATE OF INSPECTION: a .--FOUNDATION- Z FRAME S r INSULATION 3 31710 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING &Ppjl)lj jig DATE CLOSED OUT ASSOCIATION PLAN NO. , of Barn-stable egulatory S`ervxces r •. : .=�°�-A'�'° TIiara�F. Geiler,Dir=tc)r I Building DiVlEi0n •' `CEO µk=�` s � ' 'I`b.amas Perry, CB Or.Building ComnaL loner 260 Main Et ct Hyannis,MA 9.2601 r"Tw.EawxLbarnstah le-a 2.-us Offic« 5D9-8624038 fax: •508-790 7.3D- ' Z ,� i z 6 7 3 7� Owner: � Map/Palul: (�2 Z Q �0.: project Address �9/-tc�'?cor/G�i�1 Builder I �iC� /5� 1��GLy The fallowing ite=o were noted on reviewing: IV e 7. e- -r s Gv '�(5 J Gy��r� �r��• ,�''�rz�.�es /P�cL'��2� Duts�vE'• . Repiev�ed by: �� � o i Date: ��-- The Commonwealth of Massachusetts Department of Industrial Accidents ' Office of Investigations ' 600 Washington Street Boston,MA 02111 www.massgov/dia Wor][�&rs'-Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: j 7Dnl1f',j9 Q_ City/State/Zip: ImN22c� Phone#: Z 9`3 - G Are you an employer?Check the appropriate box: ` general contractor and I Type of project(required); 1.El am a employer with 4. ❑ I am a g employees(full and/or part-time).* have hired the sub-contractors 6, ❑New construction 2.H am a sole proprietor or partner listed on the attached sheet 1. ❑Remodeling shipand have no employees These sub-contractors have 8: Demolition working for me in any capacity. employees and have workers' [No workers'comp, insurance.$ 9. �ulding addition insurance comp. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions «3.❑ I am a homeowner doingall work officers have exercised their 11.E].Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL , insurance required.]t c. 152, §1(4), and we have no 12.Q.Roof repairs ' employees. [No workers' HE Other r' 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 a new affidavit indicating such. r.$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whethe r or not those entitie s 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.#: Expiration Date: Job Site Address: ��' V2 f(��C ((�l�j/ City/State/Zipi• T!/�� y `/�!} �2��j ' � . 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 statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties of perjury that the information provided above is true and correct. Sigriatore: Date: (YZ Phone Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Cont#ct Person: Phone#: Generated by REScheck-Web Software Compliance Certificate Project Title: 59 furlong Energy Code: 20091ECC Location: Barnstable County,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5999 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes Compliance:32.8%Better Than Code Maximum UA:58 Your ILIA:39 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling:Flat or Scissor Truss 264 30.0 30.0 4 Wall:Wood Frame,16in.o.c. 368 15.0 15.0 10 Window:Vinyl Frame,2�/P,ane w/Low-E �j��r� �j�sS°C 26 0.300 8 Door:Glass j�ti1UVe2s 5�°�SeZr�S Sfi'CZ 42 0.300 13 Floor:All-Wood Joist/Truss Over Uncond.Space 264 30.0 30.0 4 _ Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck- eb and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date t Project Title: 59 furlong Report date: 11/29/12 Data filename: Page 1 of 4 ? Massachusetts - Department of public Safety Board'of Building Regulations and Standards C'unstructiun SuperNisur License: CS=072823 STEVEN B NELI.Y 29.TOMLINSON RD S ATTLEBORO MA 02703 .Expiration oomrnissioner 01/02/2014 f TF1E T Town of Barnstable Regulatory Services saaxsrABM v Mass. Thomas F.Geiler,Director Building Division Torn-P-er-rysBu ildin'g-C-om-missioner 200 Main Street;-Hyannis,MA 02601 www.town.barnstable.mA.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property. hereby authorize C to act cd my behalf, in all matters relative to.work authorized by this building permit.` - (Address o Job **Pool fences and alarms are the responsibility of the applicant Pools x are not to be filled or utilized before fence is installed and.all final 4 ; inspections are performed and accepted. Signature of Owner Signature of Applicant 22 Print Name Print Name 0�� - Date Y Q :FORM&OWNERPERMISSIONPOOLS 6/2012 oFtHE T Town of Barnstable ]Regulatory Services t Thomas F.Geiler,Director y MAss. $ 1639• Building Division rEo W►A'I" . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town 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 109.1.11) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000•.4c•5bic 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 person(s)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, Rules&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 last 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:forms:homeexempt Office of Consumer Affairs & Business Regulation - Mass.Gov. Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OGABR) Consumer Affairs and Business'Regulation „ Home Consumer Home Improvement Contracting HIC Registration Complaints z Registration# 127425 Home Improvement Contractor Registrant T.K.O. CONSTRUCTION Registration Home Page Name STEVEN KELLY Address 29 TOMLINSON RD City, State Zip SO. ATTLEBORO, MA 02703 Expiration Date 10/26/2014' Complaints"Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search . y Al p us/hic/Iicdetails.a'sp'?txtSearchLN= 11/29/2012 htt //services.oca.state.ma. A FYC Guide to Wood Construction in High Wind Areas:RO mph Ond Zone' Massachusetts C"kii�t for CoinNiance (790 cn-cR53oi:2.I.I)` Check 1.i .SCOPE Compliance. � � � • Wind-Speed-(3sec,-gusf).................:......... ........._............_..,......................... ......................... 110 mph Wind,Exposure Category............................. ............:............................................................................B Wind Exposure Category................Engineering Required-For Entire Project....................................... 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be'considered a story stop es 2 stories Roof Pitch ). __.........•...7.....•••.• .•-_. .........._(Fg 2) ............. Vie, ��Z 512:12 Mean Roof Height..................... —� (Fig 2):..•-••--..... It _<'33� ...•..... ......... Binding Width,W ft <_8.0 fr` ..-. (Fig 3).................:::..................�...._. ' Building Length,L ._.......- ........: (Fig 3). �_-ft s BO' !� Building Aspect Ratio(UW) (Fig 4 . Nominal Height of Tallest OpeningZ ..... (Fig 4)...........- _6_ 56'8' �--- 1.3 FRAMING CONNECTIONS General compliance With framing con-necdo,ns ......... ........(Table 2)........... :. ....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 . Concrete.............. :..:.. ....................................... ......:. ......... ..:.....::............ a ........ ......... .................:............... Concrete Masonry............. :_:.:...._......:......._....::.................:..:_.........:....._.....:. - 22 ANCHORAGE TO FOUNDATTONt'a 5/8'Anchor Bob imbedded or 5/8'.Proprietary Mechanical Anchors as an alternative in concrete Dill Bolt Spacing-general...................... (i'able 4)....._......._ .. in. �-- Bolt Spacing from endroint of plate ...(Fig 5)_-............. g in.<_6"-12'. Bolt Embedment-concrete.......... .:............. (Fig 5)...... .. . Z in.i 7' r— Bolf Embedment-masonry.................:.: ..................(Fig 5).....:......_....................... ..:_.... >in. 15" PlateWasher....................................... .......::...._.........(Fig 5).................. ...........:..............._>3"x 3'x%' .-- 3.1 FLOORS Floor•fratning member.spans checked ....... ---------(per 780 CMR Chapter 55 � Maximum Moor Opening Dlmens!on ........ F! 6 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....Y.-f-:S............................ A MbAmum.Floor Joist Setbacks Supposing Loadbearing Waifs or Sheanvall................(Fig 7).......N_ ......._.......................... ft <d v� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall ........(Fig 8).......... �.L .. _ft s d FloorBracing at Endwalis..._........ (Fig 9)_.:.rRf ._��T..tom _ X 1t T .G 1 w ................ Floor Sheathing Type��..�..-..0 Y _...(par 780 CMR Chapter 55).......... Floor Sheathing Thickness :...._.. ...� (per 780 CI�R Chapter 55 �... ....... .. g 1 Floor Sheathing Fastening....::..:...........................................(Table 2).._d nails at � in edge/T Z in field 4.1 WALLS Wall Height Loadbearing Walls-' ...........(Fig 10 and Table 5) 4 ft <1 p ( 9 -._....- ...... Non-Loadbearing walls ................ ......... ......_........(Fig 10 and Table 5)........................... ft Wall Stud Spacing ( 9 )-•......:.......... in._24. D.C. ......(Fig 10 and Table 5 < lhfa[[Story Offsets .: ._....... :_.. ......... ..........:.:(Figs 7&8)....................,...... ...... ft s d 42 EXI ERI OR-WALLS' Wood Studs Loadbearing vralls.......................... ......... ...............(Table 5-)...............................2x�- chi ft !n. ✓ Non-Laadbearing walls..................................:............(Table b)...........-..................2x Gable End Wall Bracing i — — � O Full Height EndwallStuds.. Q,..Q .........(Fig 1 D) ...i a'� gth (Fig 11) ri �ft i'W/3. WSP•Attic Floor Len _.._.. Gypsum Ceiling Length(if WSP not used).. ..........(Fig 11) . _ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft o.c.. (Fig 11) :....................................... r or 1'x 3 ceiling fuming strips @ 15*spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss bays Double Top.Plate Sprice Length ... .......................................(Fig 13 and Table 6) . Splice Connection (no of.16d common nails) ......:... (Table 6)....... . ... ........... ATVC Guide to Wood Constructiou ill Higli Wirzd dreas: 110 mph bird Zone Massachusetts Checklist for Compliance (780 CMR5301.z.t.1)' Loadbearing Wall Connections Lateral(no_of 16d common nails) .....(Tables T) . Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......................_........(Table B)..................................................... i Load Bearing Wall Openings(record largest opening but check all openings for corripfiance to Table 9) Header Spans ............. ...... ........(Table 9)......_:.........................._L ft n in.511' f 5f11 Plate Spans (Table 9).......:.::..:........ ft U in, 1'1 Full Height Studs (no.of studs)..................:.................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.................................................._.........(Table 9)............................_...._ft in.s 12' SillPlate Spans......:.....................................................(Table 9).........................:......._ft_in.512' Full Height Studs(no.of studs).........................._........(Table 9)....................................................... oc, Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W , L .Nominal Height of Taliesf OpeningZ ................:....:............:............: ......•-•_--- _ �.�c 6'B' Sheathing Type.. ype.............:......:.........................(note 4)........�/_2�: .....?! 1..... �-- Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................(a____in. �-- Field Nail Spacing _. able 1 D . in. Shear Connection no.of 16d Common-nails) able 10) __ ___ --__ i,,,, Percent Full-Height Sheathing.......................(fable lb)......__...._.._.__.........._..._................ 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L '�1 Nominal Height of Tallest Opening2...................................... ............... ...............C L<6'B` .4 v Sheathing Type..............................................(note 4)........ d Y?l.!4.. ........_...... - Edge Nail Spacing................................_.......(Table 11 or note 4 if less) ... G in. e, Feld Nail Spacing.......................................:..(Table 11):...............,........................,........ in. Shear Connection(no.of 16d common nails)(Table 11,)........................................_..............I Percent Full-Height Sheathing................_......(Table 11).............................................5.1� °!o 5%Additional Sheathing for Wall wfth•Opening>6'8'(Design Concepts)..................... Wall Cladding Ratedfar Wind Speed?.............................................................. ..............................._.................._.......... ' 5.1 ROOFS Roof framing member spans,checked? , .?._............(For Rafters use A C Span Tool,see B.BRS Websfte) Roof Overhang ........_ J:lQS.".C-.U)%................. (Figure 19) '�lE!�ft s - !. smaller of 2'or L(3 a Truss or Rafter Connections at Loadbearing WAS Proprietary Connectors = II _ Uplift.....................••---........_.._..,..----.(Table l2)........................................_...U plf Lateral......................:......................(Table 12)..._...._....._.........-•---.._......._•-•--� pIf able12 ..S= / • 'tf Shear.................._....:.....------........_..(T' ).........._..._................_._....._._ p Ridge Strap Connections,if collar ties not used per page 21... (Table 13)............................ Gable Rake Outlooker.......................... ..........:. • (Figure 20 _ft_<smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................................_......(Table 14)..........................................__U= lb. C.. Lateral(no.of v d common nails)...(Table 14).......................................L= . lb. _ Roof Sheathing Type.. 56_.V�4`C.............(per 780..CMR Chapters 5B and 59).. :.7 i Roof Sheathing Thickness............................_.....:....:. ._ .rA in.i f16` NSP _ .. E............... Roof Sheathing Fastening.......................__.............:..._..(Table 2)...�!�1f�a,.:6C1 'i7f..t S.. I. . dotes: 1, This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 7B0 CMR•5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 11a mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Upfift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba and Figure 1Bb Exception Opening heights of up to B ft,shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. The bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness pressure treated#2-giade. i CO I �s►�� �t Go21� \JO C 4AJSeS S �j <(1ci X a V(� ��t.`�'>�3� q�y s�F.�'";:�`€�v:9'��w�r� vr;,,a�l.'.—`-'' " "4 -d - - L - •• 1k 1. a «r taQ t , `�_ ; . y - _ a r rgco��� ore.- M GP'y AO) t' r � I'. PL' 4 �jj ,t• • P . » j t g Y 2 u Pi Zo?t► i«opt„rt4 e�R C-ALj l. d' '. '^ ^w e �..c��,c''\ri,�. �''� :a^ "�- �`„'� G,.C.Ti-�G.1`.. �"tt tJ'.�1i.,..h.�5�J•.,. cl P SCjxj � i a .__...,..:.... 1, r � _ .:..�R�6 �"'''=ck,„,��—.--._.�. ---'-_ "'._.- Wes- --_•-•._.........�,,,_� . II It IM 14 p _• '_ � .r�z'}��..�,__F'y' '..w- s'� ^tiky N...` '.. `- :yy' ..yi� .r..�= ,i�".-. 'k.c,t.,u. s .. .•�f t t� r xk -------------------- ax�Fk't6 � p russ russ ype ��� y � Tjob ve Project 36641 T01 ot1EENPosT Reference(optional) Quid Truss Co.,Budd Tr Co.,Inc.,Swansea,MA,Fred Toppan 7.250 s Nov 19 ZO10 tvkTek Industnes,be Fn Nov 0915.53 dI 2012 Page 1 ID:LK Zasfla2ftDrOpyMt�Amcrykjnl-N4fOeV6gX41HOOCSwyMOsgAHLSmP Id If KtP 0 0 5-6-5 11-0-0 6-5-1 5-6- -0- "3 0-0, 1-0-0 5-6-5 5 5 12 Scale-,37 d,8_ D p ,5Aa C / W.2 d . / V2N2[\ d 9 1 61.2%a G as 10-0-0 10-0-0 11-0-0 22-0-0 1 i - 11-0-0 11-0-0 Plate Offsets(X,Y) (B:0-2-10 0-1-8] (F:0-2-10,0-1-8] (H:0 50 0 3-01 -- LOADING(psf) SPACING 2-0-0 CS! DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.32 Vert(LL) -0.24 B-H >999 240 MT20 197/144 T(Root Lumber Increase 1.15 BC 0.99 Vert(TL) -0.63 F-H >411 180 COL I BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.07 F n/a n/a Weight:761b FT=1% BCDL 10.0 Code IRC2009/JPI2007 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD BOT CHORD 2 X 4 SPF No.2 Installation 1 StabilizerO at 9-4-8(max)oc. WEBS 2 X 4 SPF No.2 Permanent Structural wc od sheathing directly applied or 5 3 13 oc puriins. BOT CHORD Installation 1 Stabilizer( )at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 2-2-0 oc bracing. MTek rem mends that Stabilizers and required cross bracing be install during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) B=1177/0-3-8 (min.0-1-14),F=1177/0-3-8 (min.0-1-14) Max Horz B=102(LC 6) Max UpliftB=-389(LC 7),F=-389(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-1854/509,C-1=-1371/315,1-J=1348/318,D-J=-1269/343,D-K=1269/343, K-L=A 348/318,E-L=-1371/315,E-F=1854/509 BOT CHORD B-H=391/1596,F-H=-313/1596 WEBS C-H=-592/324,D-H=-111/689,E-H=-592/325 NOTES 1)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gall end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on verhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 t II by 2-0-0 wide will fit between the bottom chord and any other members. 7)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)B and F. 8)This truss is designed in accordance with the 2009 international Residential Code sections R502.11.1 and R802.1 .2 and referenced standard ANSIITPI 1. 9)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 10)Where diaphragm blocking is required at pitch breaksi Stabilizers may be replaced with wood blocking. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard �Jo-b- Nss ross I ype Qly PIq eve Project 36641 GEot GABLE t 1 Job Reference(optional) 7.250 s Nov 19 2010 N4Tek didusuwe tr,c Fri Nov 0915 53:1120Pag Quids Budd Truss Co.,ins.,S,vansea,NIA,Fred Toppan ID:LK_Zasfla2ftDropyMMmcrykjnl-vt5OR95BmmdQnEdFMErBKddAjhfaRRI6N5nP3UyKtp6 0 0 11-0-0 23-0-0 II 1 f� 11-0-0 1-0-0 1 0 0 11-0-0 smo-,w a.4= I G F// o / f X3 O\ S< X3 S< 3 K O � X3 X3 / ST, X3 X3 %3 \ 5< X3 \\ / • / 81QX4 Btd X4 M 3+6= Y U T S R O P O N �6= 10-0-0 22-0-0 _--_ - 22-0-0 Plate Offsets X Y: (R:0-3-0,0-3-0_.1 -_ _ LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.06 Vert(LL) -0.00 M ntr 120 MT20 1691123 (Roof Snow--30.0) Lumber Increase 1.15 BC 0.05 Vert(rL) -0.00 M n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.15 + Horz(TL) 0.00 L n/a n/a BCLL 0.0 ' Code IRC2009frP12007 (Matrix) I Weight:75 Ib FT=1� BCDL 10.0 - LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD BOT CHORD 2 X 4 SPF Not Installation 1 Stabilizer(s)at 9-4-8(max)oc. OTHERS 2 X 3 SPF-S No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing jbe installed during truss erection,in accordance with Stabilizer. Installation guide REACTIONS All bearings 22-0-0. " (lb)- Max Horz B=102(LC 6) Max Uplift All uplift 100 lb or less at joint(s)B,S,T,U,0,P,0 except L=-116(LC 8),V=139(LC 7), N=138(LC 8) Max Grav All reactions 250 lb or less at joint(s)B,L,R,T,U,P,0 except S=266(LC 2),V=282(LC 2), 0=266(LC 3),N=282(LC 3) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone; . cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-M oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)One N2.5T Simpson Strong-Tie connectors recommended to oonneot truss to bearing walls due to uplift at it(c)H,L,S,T.U.V.0,P O,and N. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. 13)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 14)Where diaphragm blocking is required at pitch breaks,Stabilizers may be replaced with wood blocking. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard + Gl',NERA- L ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS I)RAW NGS. FUIt.NISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR The following trusses were de3Lared;revaewec! soil .Ni:ek ncuatrie::o :ric. based t7fl 1P:i`:sae:fir. pre•:ided by ' truss abrirar•ar. All information on tie truss ;:awing shout= or rr7vi4wad ;y the avveral� buiiji.1 19signer!enaireer to _n3u_s proper bu;,;d-'nq c:des and proiaz% Y�:'slremerts have teen cc:r+o:,iec Nit.l. ae:ore fabrication. Desi r. is bar-d substantially on -b! and ND€ standardx in effect cn the crated specified on t:ra drawina. ` erec_icn, Handling, safety Precautle s, Temper's y er PerntAment: ®racir.Q of trt=Rs a.P nu— the :r..a3naibi:.:y cf .►e -.=u 51 ❑esL-4aeec, Metal G.nnectar plate manufacturer or the . Truss manutacture rt r and thernfore are not a part of these en3: eecCn drawi:tgs. Trusce- are dt-cignez a3 tridividual components. All :ater,ai bsaein5 stec&f ed or. [here muss drawingz ,iz inrended to proit:m 'lateral restraint far inc_vidual truss merrbars only. The des:-In. arm+ant. and proper :na'alla:ldn of iddi`iona: vermane t bracing is the sole responsibility of r.4e d62:114flet •�t the c�r..plrce strn cture. Adequa_e _emperary bracing Sa Lhe :sole r-spor31bility of the r.ru v tt ec-.or. pr .ess_cna_ advice should aiway= bo ab%alned resat�Ye t0 �;C'1aS QCaCLnq, a eC=1•�n ^ re.,=Ulre1W' t,n3 nnC1 Penner¢lots. See itiN-91. Tte t3. chv.c shall be _sezral'y supFQY:rrG With PrcFeCay attachea sheathir:g, un:ess note: The. bo-tam •_d .shalt be Lateea:.ly wi.h Properly at`. ached aontinueus lateral bracing a: 1��'-O" taititrar., :ftEe:vats, vnlcas toad ott® stiae. - JefleCes'lo,srosn ai .unzinuor.s latera: 'b.acir_a designed by otters. far'adequate drainage should to stet or ail tr-tssea with try tcp caordu slope; less :gin a +. A.!.' connector. prates are 20-ga. M20 Places appiLcd CZ both fades. cen,:erea and ori-erteid ao that 'te second place :jimenslor. is paralie. =o `he :rv•.s ch r,i, :mless rotec ,r.horwi mr. A: pla;rz Jta:.t 'pe at<rvracture6 by MiTek Industries, trc. as AC= aJtil_sc_a Ga-.G-tai:, liter:-cur, c,r ?anel :tut° for P1.3:e code nFprova_s: -80CA 86-93, 95-1-5,41-Z9; FUaf r 1n ;C=- .92 , z2IIc2 °3•='06.d.a:+,9:?C: wise'/.'.I .HR- 8?C040-m, 43".a013-N, 9100t?0^_4. *: ::ales, no`c 1rj; cutting cr semovinq ary =-a=; ic:c`_cnal aria o: a-rt trua:; xr.•E•^__, will VOID C s drawing. P^F sfsect ut lr'_-Ya1 th=-a ' I fn£rr.f anti :r:rlzontil mr-uemenr as rite aLpperC": (if c:such: ypr !t:331:5 ::i, :,J`.: a _Cnaie e.atL.n of :his design- •;ae =r31c-"T.e:� ancJtr 'c'Jildec Of t-1- str';ct•JL•4 muzm -.•;q '1@ orsi4Erationr to :he Ys=nrL� thr'Jsa and+ icriacnra: moYeFerim,createa by s':?ssor:: t_'�sses Ea ae cess.xn .'ani of adequate t_usc sJeperts. Neicher the truss dez3gne:, rer..xi ma JUC.%C_'U' rgr acr t o truss fabricator, asseLrc: ._ny r_eaopn.ab.iity for t^e de=gist 3fld c_:_cc':;r.tior-. 6f the crux sl,:Far:s_ Prote=sioral advice should be ob*_airec relarivr the Brat-agth, 'ccnSt.rut_'!1Cn and de-q.qn c.1 the russ oupperta.. A y 1 .._:.� bearing cznnec^_iaa to es_gned by or,Z3. _ _ ina_^ec-ed prier to and aft-+ %v irS'3._ _.'.air at rucc'Jr=_ Lrn-egr_t, f T:. :..;<v^, si:e•J_s he inapectes fn- pl3re r:n nei'. damage -:a the _u.-nber 1=cacic , d_e_ks, a:+tsh: ry, sirs, teW,, :�:SatLon tr9a plumb ec-.. F2r a fu-. ._ at quidalinca vmm Nib-31 d.^.G' ;SST-E!ti. - i .:�-_ •i,9k:_v P f e• .I�.lrt' .''.:.¢'Jr.�r: tlJsb9z are Itc: haye. .r;f" 1n ar.�ec =� p.- a°e �aCrfat i` Lr,nY.S. :r -Iddl-_.n_, al: taeza tjpa• _.sses 4:-- not _rigs tc t.s gati_ face, aisles.+ ...tad 0�he='r'_stt. N1;za4ts recuirirg ?e isage of a r:al5'tp:elgyoa ri trt 3s= to t,a fiei; aalice's together wnere ?he =~4zd? t=u3e oee_a the caF rr•J4: wi!i :;:4x48`§2 acabs or. cr.e face onl and [•s,etieu ui?1 �-_"D a _.v each half,' Ch_esa raced ether-.i.;c On they _nd_:Dual t.Vss if3ew_.'c _ Theca is s Mifli�aro ai 1:vc scabs for saeh 4=ussr-caF cembi tac zn.. _ a�. yti11111G[It JMEII N. �GNE30R !E 10 tx$ + 8 �9 tad 4�-�Mao � MiTek lndus#ries Inc. Fe;eT�¢ ,�� /i�t�rturetr ► 6�/. Rib. rasa�r-oo2-is2as3 . :,. �• �� 4 . t Generated by RES check-Web Software Compliance Certificate Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 17% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Compliance:7.1%Better Than Code Maximum UA:56 Your UA:52 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter IU-Factor Ceiling:Flat or Scissor Truss 264 30.0 13.0 6 Wall:Wood Frame, 16in.o.c. 358 15.0 3.0 18 Window:Vinyl Frame,2 Pane w/Low-E 20 0.300 6 - Door:Glass 42 0.300 13 Floor:All-Wood Joist/Truss Over Uncond.Space 264 30.0• 0.0 9 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. J/7/0 Name-Title Signature Date Project Notes: 59 FURLONG WAY Project Title: Report date: 03/07/13 Data filename: Page 1 of 4 = � t Ire C6 I O c 1 k� 0 { P I :Lots.^1 3 aB , cn CD co w rI, N i i q C OTO' : JC : 1 i , i I y : : it : i : I S I ` � • r : I ,i r._:.. .. ...: .. - .. .. . . .. .: ... i.. xq Nd I ! � I 4 i T_ p� I , , I : I k.OL CrL �► ic : I i I : A O i Generated by REScheck-Web Software Compliance Certificate i Project Title: 59 furlong ; Energy Code: 2009 IECC Location: Barnstable County,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5999 Climate Zone: 5 i Construction Site: Owner/Agent: Designer/Contractor: ��PU2fo, • Compliance:32.8%Better Than Code Maximum UA:58 Your UA:39 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross. Cavity Cont.: Glazing UA Area or R-Value R-Value or Door Perimeter U-Factor Ceiling:Flat or Scissor Truss 264 30.0 4 Wall:Wood Frame,161n.D.C. 368 .0 15.0 10 Window:Vinyl Frame,2�fPane w/Low-E HALv� "C j�Ss`� 26 0.300 8 Door:Glass A'Jc'te2Svv 42 0.300 13 Floor:All-Wood Joist/Truss Over Uncond.Space 264 30.0 30.0 4 i ; , I Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other i calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck- eb and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I i �i Name-Title Signature ateTY��W��` Dbro iid ;Y I1 f Project Title:59 furlong Report date: 11/29/12 Data filename: Page 1 of 4 r,i ' I i I ' tci-ur 1(,o-- �P, lJ i I I , Co`�r , J-! : K m , Asc 01, Ul I I I { . 4ai, I i i I i t i I dig/C : I i I' , G �,e I , I „ -� � � I I , j ( 4.6 ' 1 I ( i ; I .. i I I ' : : : : i I fi r�7ad / s : I i I I i { I � - : I � 1 I I ku. : I _ - } � 1 i ' � � +x:�� .. : ,,y,•3ydu�u�t�' .`T WY�WMW u..n , IMww •:'.Ylr>.: ... .. .. : Y+b ' d , u;K:AT v[K.eP i : nn AS I lei : I I r y, If ! I ! I Xj6 :. I I. , i I • I i , I i i I : I i it j •-I i �' , , _ I , I I • ! i � i j I � j � i _ r I l: • i I / : 1 i I Iw ! B i , , w Ot nn G ca : ol f I 8 1 I I .. ?. i I Pic' I , I I I I I ' _.._ .......... I i , : ..... .I: , b� . • 12-0-0 . 24-0-0 12-0-0 4x4 = , W Scale=1:44.5 6 ' C� 5.00 12 �8 n 7 C y 4 8 a rah 22 3 925 • 2 rill 21 26 ' 1 � 11 0 0 I B1 B2 'L � C t 4x4 4x4 20 19- 18 '17 16 15 14 13 12 2x4 I ~2x4 11 2x4 11 ;2x4•11 8x8 - 2x4 2x4 l l 2x4 11 2x4' 11 24-0-0 - 24-0-0 Plate Offsets X,Y 1:0-0-13,0-1-12 , 11:0-0-13,0-1-12, 16:0-47.0,0-4-8 LOADING (psf) SPACING . 2-0-0 CSI DEFL in (loc) I/defl Ud.� PLATES GRIP (Ground Snow=80 6 Plates Increase 1.15 •TC 0.24 Vert(LL)* n/a _ n/a ` 999 MT20 169/123 TCDL 10.0• Lumber Increase 1.15 BC . 0.12 .Vert(TL) n/a n/a 999 Rep Stress lncr YES WB 0.16 Horz(TL) '0.00" . 11 N n/a n/a BCLL BCDL 10.0 Code 1BC2009/TP12007 (Matrix) Weight:99 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD -Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly"applied or 10-0-0 oc bracing. OTHERS 2x4 SPF-S No.2 t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation-guide. REACTIONS (lb/size) 1=281/24-0-0 (min.0-6-2), 11=281/24-0-0 (min.0-6-2), 16=303/24-0-0 (min.0-6-2), 17=317/24-0-0 (min,0-6-2), 18=363/24-0-0,(min.0-6-2); 19=180/24-0-0 (min.0-6-2),20=666/24-0-0 (min.0-6-2), 15=317/24-0-0 (min.0-6-2), 14=363/24-0-0 (min.0-6-2), 13=180/24-0-0 (min.0-6-2), 12=666/24-0-0 (min.0-6-2) Max Horz 1=65(LC 8) Max Upliftl=-43(LC 8), 11=-52(LC 9), 17=-77(LC 6), 18=-99(LC 6), 19=-45(LC 6),20=-298(LC 8), 15=-76(LC 7),,14=-99(LC.7), 13=-45(LC 7), 12=7297(LC- , 9) Max Grav 1=281(LC 1), 11=281(LC 1), 16=303(LC 1), 17=427(LC 2), 18=462(LC 2), 19=244(LC 2),20=666(LC 1), 15=427(LC 3), 14=462(LC 3), 13=244(LC 3), 12=666(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-21=-160/0,2-21=-90/87,2-22=-116/58,3-22=-24/67;3-4=-98/105,'4-23=-106/159,5-23=-36/167,5-6=-110/239,6-7=-110/239,7-24=-36/167, 8-24=-106/159,8-9=-98/105,9-25=-24/67, 10-25=-116/58, 10-26=-69/87, 11-26=-160/0 BOT CHORD 1-20=0/143, 19-20=0/143, 18-19=0/143, 17-18=0/143, 16-17=0/143, 15-16=0/143, 14-15=0/143, 13-14=0/143, 12-13=0/143, 11-12=0/143 WEBS 6-16=-260/0,5-17=-392/163,4-18=-404/144,3-19=-271/88,2-20=-487/286,7-15=-392/163,8-14=-404/144,9-13=-271/88, 10-12=-487/285 r NOTES (12) 1)Wind:ASCE 7-05; 120mph(3-second gust);TCDL=6.Opsf; BCDL=6.Opsf; h=35ft;Cat. 11; Exp C;enclosed; MWFRS(low-rise)gable end zone and C-C Exterior(2).. 0-0-0 to 3-0-0, Interior(1)3-0-0 to 9-0-0, Exterior(2)9-0-0 to 12-0-0, Interior(1) 15-0-0 to 21-0-0 zone;cantilever left and right exposed;C-C for members and forces& MWFRS for reactions shown; Lumber DOL=1.15 plate grip DOL=1.15 Continued on page 2 Job Truss Truss Type Qty Ply 644623 1001 GER 1 1 A_MGE_E125954 12/13/2012 9:23:22 AM Job Reference (optional) Boise Structural Solutions,Biddeford,ME 04005 7.350 s Sep 27 2012 MiTek'Industries.Inc. Thu Dec 13 11:08:21 2012 Paqe 1 NOIE,S_. (12) 2) Tr�rS designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End-Details as applicable,or consult qualified building ` designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05; Pg=80.0 psf(ground snow); Pf=61.6 psf(flat roof snow);Category II; Exp C; Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. s " 6)Gable requires continuous bottom chord bearing.. 7)Gable studs spaced at 2-0-0 oc. 4. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1,52 lb uplift at joint 11, 77 lb uplift at joint 17,99 lb uplift at joint 18,45 lb uplift at joint 19, 298 lb uplift at joint 20,76 lb uplift at joint 15,99 lb uplift at joint 14,45 lb uplift at joint 13 and 297 lb uplift at joint 12. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Drawing prepared exclusively for manufacturing by Boise Structural Solutions. LOAD CASE(S) Standard Y al Job Truss Truss Type Qty Ply 644623 1001 GER 1 1 A_MGE_E125954_12/13/2012 9:23:22 AM Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005 7.350 s Sep 27 2012 MiTek Industries,Inc. Thu Dec 13 11:08:21 2012 Pape 2 Assessor's map and lot number a� —....................................... ��F THE t0 Sewage Permit number ...... ... ................................. SEPTIC SYSTEM MUS t ll"" IJ NSTALL TEHAHd9TADL House number ........................................................................ WITH A TICLE It OG PLIA,r: . �� 0 SANITARY ��.•,- �oenr°� 16 ?�Oti'�N TOWN OF BARN TABLE BUILDING INSPECTOR ,fpl Q' Oct r�d' D�'I C?f c2 � APPLICATION FOR PERMIT TO � ...��...1 .. .L�.7..........P.!..... ........... .. ... . . .... ............. it........Cl TYPE OF CONSTRUCTION .................................................................................... .......IncT....../1................197c?.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......�Jy..... 1 .!/ / .�j.....��tJ.�-C�J..yt.....5.�O.14).1. ................................................................................... ProposedUse 17.....a eQl. ./f..................................................................................................................... g Fire District .........Ch...lu.l. )Zoning District ..............l.. ..... ........../�jj .................................................... Name of Owner .n. .... /. �:. ./Yl ' ..........Address ... ... u.r��?n ...C .... �. ?It ..... Name of Builder .r/. 4.�(.f. e.. .r17.0.r-A..5...................Address �Q�.N.�G..�Q.�.t..l�/1�t��.4�. ...................... Nameof Architect ..............41A ..........................................Address ......../........................._..................................................... Number of Rooms ............. ./.................. Foundation .l. ..... 1.P IDS............................ Exterior .� �(i! ...l..t°.GKP .�n����� 5..............Roofing &-rol. . .:� ....... Floors �8.......C/..?,K..................................................Interior ...&..1.4;.V. ....................................I....... Heating ......./.yazz4:1.........................................................Plumbing ...... ./-Vo. .................................................. Fireplace .......A/�1,4.�........................................................Approximate Cost .1W..��..-....................................... Definitive Plan Approved by Planning Board -----------____---------------19________. Area , .... .................. Diagram of Lot and Building with Dimensions 1.6 r . SUBJECT TO APPROVAL OF BOARD OF HEALTH I i E�c,l S'f►�G � i1UIJs-,—e e i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. // Name .. . .....1.. .... ........................................ Linkamper, John No 20665.... Permit for .........add„to„garage ............................................................................... Location ........39 Furlong..WaY.......................... CotUlt ............................................................................... Owner John Linkam,per .............. .... Type of Construction .............fra=.................. ................................................................................ L Plot ............................ Lot ................................ Permit Granted .........October 11 19 78 Date of Inspection ....................................19 Date Completed ....................... /�...19���j .14FW PERMIT REFUSED ................................................................ 19 ................................................................................ ............................................................................... ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Zil- Assessor's map and lot number .`......................................... QyoFTHeTo�� Sewage Permit number ...... `. .............................. Z BBSHSTOBLE, i House number ......................................................................... 9Q NAB& p 1639 �00 YPY a. TOWN OF, BARNSTABLE BUILDING INSPECTOR .' ?�::. � ...: �� X '� �' � nn o I- c4a APPLICATION FOR PERMIT TO `? -...,.:.,. .... ........... ........•.......................6... ................... ..... . TYPEOF CONSTRUCTION ...........................�..:.........................................................:............................................ .......... .:: ...... ................19 ? TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .......... ........................ ....... .!.a :n.r7*..!)Y.,t.............................:............ Proposed Use .......-'...• i-.,j-.... .. .. .�............................ ................................................................................................. ZoningDistrict ........................................ .......Fire District ....al..!.................................................. Y l Name of Owner .,lr) /1 l7 al!' ,ar►..!�P.�`. Address ... ...!' '! p' �s^C LL�.�.t.w i� _. '..f....... ........ . ! tt Name of Builder 11 r',,l/, ..................Address � 7 �r ! n1 Ar,t r, 6.. l2P�...................... ......... .... ..... ............. ........ ......... ......... ......... • r Nameof Architect .............!`.'.: .............................................Address .................................................................................... Number of Rooms ................................................Foundation "?�! r-��Lr' 27` PY'S" ...............,.. .................................................................... , ) Exlerior ...�� * �, L+> . 1�7rnc /o < Roofing r fir!'.,/ j.C`i �.JG'rY/. �.�-..1 A, d.�. ........................................................�...................... ......................... ... ..... .. .. .. .� n Floors .Interior r, 1 Heating , ...........................Plumbing ........ _ ........................A roximate Cost .................................................................... Fireplace pp Definitive Plan Approved by Planning Board ________________________________19________. Area 'a. ....................................... . Diagram of Lot and Building with Dimensions Fee 'n71 ............ ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 PT !1 � H � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .......... ..... .. !.......... ................................................ Liokamper, John ` A=22-80 ` No —...20.6.6.5 Permit for .... ......................' —^---------''~'---''' Location --- ...................... ..........................�qtAj,t..----.-------' � ` Owner ----..x�0��.l�J���P����------.. � Type of Construction —..j2:=.e........................ . ----'—^--------------------' � plot ............................ Lot ----------' ' 8 K Date of Inspection uona Completed � [ � PERMIT EFUSED ' . l9 . ----...------. --. ..................... —'—'"^'~^--. .'—''~l' '`^ ---------' ' � ~-------~---'' —^~'--~--'^'--~^' � ' --.—..—.—.—.....------....—...—.—.- ' Approved � � ................................................ lg ----~--'---~---^'—'-----~^^^`— . -------'-----.-------..~....—.' � � Assessor's map and lot number ........`........................ ..c... r 1 9 SEPTIC SYSTEM MUST BE Sewage Permit number Z 11'1STALLED IN COMPLIANCt g ....................................� WITH ARTICLE II STATE SANITARY CODE AND TOWN �Qy�F1MET0+o TOWN OF BARN,1-;V.. ., .R1fjE i DAH3MUL i ;aYa••� BUILDING INSPECTOR APPLICATION FOR PERMIT TO .............. TYPE OF CONSTRUCTION ... ....................................................................................................... .... 5.. ........192?G TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .L...�.......................`�..:�........�1'..��o�G.......(..CV.............. ............................................ Proposed Use ..1� K� .................................................................................................................................................... ...... ............. Zoning District ....... .ya` ......... ... Fire DistrictGl1lT.................................................... Name of Owner � ...........Address � C ........4f ps ....... Name of Builder✓..5 .1,,7..... ....................Address .6! ,4..... T..... .................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms /7 FoundatianTG��1f' ��..... e/ .C..f'ET� ................................................................. Ex I e r i o r .................................................................Roofing / .1�(� ... .....�1 /. ' .-5........ Floors C,.&,.e-Tl/11r .....................Interior ?�.11`e T1C�GG i� Heating .. .................................................Plumbing 1.. Tf. ...c-......, .c?�l}'A� ,J!....1f��'� ........ ...... . Fireplace ...G././.. ...................................................................Approximate Cost 2 �. T ....... .......... .. l. . .............................. Definitive Plan Approved by Planning Board -------------------_-----------19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee - . SUBJECT TO APPROVAL OF BOARD OF HEALTH L-- V V v � 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ,c...................................... Linkamper, John H. & Cecile 18465 one story, Ndl"................ Permit for .................................... single family dwelling ....................................................................... Furlong Road Location ................................................................ Cotuit ............................................................................... John H. & Cecile Linkamper Owner .................................................................. frame Type of Construction .......................................... ................................................................................ Plot ............................ Lot ........M.................. Permit Granted ...... June 16 19 76 Date of Inspection���/f..6. �..��� . f� Date Completed ./°t.) 7......................19 PERMIT REFUSED ............................................................... 19 ............................................................................... ............................................................................... ............................................................................... ............................................................................... Approved ...:............................................ 19 ..........:..........:......................................................... ............................................................................... Assessor's map and lot number .......................................... Sewage-,Permit number .................................... ��................. ��FTHETO� TOWN OF BARNSTABLE i PARISTA13LE, i M6 a• DUI�LDIHG INSPECTOR w aY e; ri L APPLICATION'FOR"PERMIT TO C`. ice .:........................�.//C`G ........................... ................... TYPEOF CONSTRUCTION �` !�/!' ....................................................................................................... w ............:.. -C...........`...........19..'....`.. { TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information- Location ..`.-. .T..........: ..........:... ........ ... .........o ............................��/��� ............................................... Proposed Use ......... ...................................................... ... .................................................................................................. . ......... Zoning District ....... .� Fire District C c•.��/j ................................................. Name of Owner ,�'r7/� t. �` f r//��..... 1 ��.1��,} .2a,Z }' S... Address .................................�................. ::............`.. ..7Name.of Builder ........� ...........Address ...................................................... Nameof Architect ..................................................................Address ............................................................................:....... Number of Rooms ..............................................................Foundation /��!•' '�' fuix�i 0�T1� ..............:................................................ Exterior �f ..........Roofing � f� � Floors F . i i��trl .C�i rt, .� -5 ��� l ....��......................................... ...............................::........:.............................Interior - ..:............................. r Heating f..� ..rtC g i Fls.iff --....../,� , r/rf.� y r f'......... r Plumbin :... Fireplace ...... :::!.t.....................................................................Approximate Cost ...... ............................................................... aol� Definitive Plan Approved by Planning Board --------------------------------19--------. Area ................. . Diagram of Lot and Building with Dimensions Fee ........................................ SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 &4 • '77 I" I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... !�S - .....: ............................................ Linkmoqper, John B. & Cecile A=23~80 ' ^-8~e) 18465 one atmry° �o -----.. Permit for .................................... ' mifinlm fam1 dwall1ng ------------.—.-------.-----. . � ' =/ � Fur loz— qg ' Location z�--�--- —_--��ad__ _________. ` Cmbu1t . '~-------------------------' .John B. Ca�ile__ L ar Owner --- ---___. _^ __..������._ -^ ` Type of Construction —.. ----�ram e-------_ ' / ` � � R , . . ; ' Permit' Granted_ .. ��----.. . wqn, or Inspection . ""'= Completed ` . . - PERMUTr/ ' EFUSED ' A ' -' ----- ---' . . ...................................... ....................... � .----.-----------------.----- ' ---------.--.--.---.--.—.---.. . . Approved ................................................. lg . . 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House number �o Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only I TOWN OF BARNSTABLE 1 BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION ,97 7 �j/✓�^ 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use c57—IJ de e-k Zoning District Fire District Ca r 1 LO�✓G Name of Owner � /Y-�sr L=�/YJ Address 6"'F XW�,s2 O ya li1�i¢�/ 67v Name of Builder !!// /Address�Gef,S'7N�1llGf/s✓A Name of Architect Address �--- Number of Rooms Foundation v�Dw Y �i e5 Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost � O Area L Diagram of Lot and Building with Dimensions Fee ( 0 0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above con ion. Name Construction Si ipervisor's License a' Gl G/a 9 NEWMAN, CECILE No Permit For REPLACE DECK Single family dwelling - Location 59 Furlong Way, Cotuit r� - r Owner Cecilei'Newman y Type of Construction - Plot i Lot r Permit Granted May 17 19 94 _ Date of Inspection: Frame 19 ; Insulation 19 ' 5 .f Fireplace 19 Date Completed 19 I , t t fI 4 r_ ,wEfri'� Map ._OIX Parcel 0 90 _ Permit# House# Date Issued :' 2-1 '-TR Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Conservation Office(4th floor)(00- 9:30/1:00 2 00) �: - Planning Dept.(1st floor/School Admin. Bldg.) ' SINE►p,_ t , SEPTIC SYS .r Definitive Plan Approved b Planning Board "'-' `-' 19 III m ' sj I f pP Y g STALLED { S TOWN OF.BARNST) y��q''tly�NPURC f '� ND Building Permit Application Project Street Address S 9 Village C o+tx i + Owner �- `� Address S of F u(-��y a' l y c1 c� ca �m a j'1 _ Co fL, Telephone ES'O Ji 4 Permit Request (2,h C I O Se 1 .5�ippYl a 8 C ��i C G '{-�'1 rP F .First Floor 1 J U 0 square feet Second Floor square feet -Construction Type L4,) O 0 Ca cx 0!1 P Estimated Project Cost $ �S 000 ,C)C) Zoning District Flood Plain Water Protection Lot Size //a ac_ Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure e) O N r S Historic House ❑Yes ANo On Old King's Highway ❑Yes 04 No Aasement Type: 'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 900 Number of Baths: Full: Existing�_ New Half: Existing New No. of Bedrooms: Existing 3 New -;404_A_ Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: 14Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes Q'No Fireplaces: Existing New Existing wood/coal stove ❑Yes No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Attached(size) "�0 ❑Barn(size) ❑None l'`Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Buflder Information Name TO-tf r if .e cm(--a� Telephone Number _O�1 77 Address ► (-,> O G V S 'S�rP P'� License# C S O G �rq ,,�-7 n h n i H-A O Q-G O l Home Improvement Contractor# ► a 4 O `7 4 Worker's Compensation# 1 14 P 100 Q 3 a a NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _S*, 7� 119 C2 Q BUILDING PAMIYDENIED FOR TH LLOWING REASON(S) I a I - - it I f% .,a& --Y2 A I �Lc;!J�a -ter R� CFOR OFFICIAL USE ONLY ARMIT NO. DATE ISSUED. d.P AAP/PARCEL NO. ADDRESS VILLAGE F OWNER DATE OF INSPECTION:, FOUNDATION J (/- _ } 07L 1 t t F r f FRAME 1 1) u INSULATION F , FIREPLACE t ; ELECTRICAL: ROUGH,:.-,. t FINAL T ' PLUMBING: ROUGH FINAL _ r - 4 GAS: ROUGH- FINAL V FINAL-BUILDING K DATE CLOSED OUT ASSOCIATION PLAN NO. av r , I � , r i i �2 ice,f g .w� 4,1G� 2�t�s��w �7110 �•J�e c ,' k War®t� ®w c4ww r, _ - _ v ✓lie -Vanvrrio�u,�sea�i o�✓�aaaaclacweCt^ ? i="ARTNENT OF PU8L1r SAFETY ' ;0'9iTRIIC,T.DN°;SUPERVISOR LICENSE y.;ner m pires: Birthdate: ; a 4a .- 969BS1 ' 2�23�1999 12123/1956 Alf . . ao�Y N •'CONnAO lip HOME IMPROVEMENT CONTRACTOR h Registration 124014 Type - OBA - / Expiration 05/09/994 Conrad Remodeling J ffrey M. Conrad �` O Locust St ADMINISTRATOR Hyannis MA 02601 17:e Commonwealth of Massachusetts i� Department of Industrial Accidents - � ��•=� ; :�� 011lce al/mres�I�aUoos 600 Washington Street Boston,Mass OZlll Workers' Compensation Insurince Affidavit , Q atunr �r, rr name- - r a ,. 'l C n rIn location- I L 0 cu City 1 \ ohone 0 SO Pi ❑ I am a hableowner performing all work myself. I am a sole prqnletor and have no one worlds is anv cmamtv ❑ I am an employer providing workers compensation for my employees woridng on this job. comannv name- address: -. .. - ... ... .... "":?• . ..• city phone#- insurance cn. niiw# ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have _ .. ._.. the following ivorkers' compensation polices: companv name- address: MY- tPhMe* insurance ...... . comnsnveamr address• r v nheee#r -. dt NQTllllcc lR �o•Sar•.... 3 "�bco":v wl6b, iCV# FaOure to seems coverage as segaircd wader Section 2SA of 5IGL IS2 as lead to tha ampaaidoa o(aimmai pnaraitla ota Owe alp to S1J0000 and/or aae Fears,imprbommm as wea as dve peashin is the form of STOP WORK ORDER and a Oaa o(S100.00 a day against nm I mdusuod that a copy of thb ageuma s may be forwarded to the Otnce o(IaradOadoas o(the DU tar"werar wrf0catioa. I do hereby catify carder the pmaa p ofpcis"that the information provided above&trw.mad comes i.P _ Print name 6(9T 771 I'i ? otncw me only do not write is tWs am to ba eompieted by day er taws of&W tit►or town: F M OBuildin;Depae ULtansing Board I3 cLeehttln mwdtata�p�is �Seleea Dep Otte OHedth Departmati eontaetperson: phoneW "WOW 9195 P)A) 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 coati-- 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 ale foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rec. mr uvstee of an individual, parmmrship, association or other legal entity, employing employees. However the owner of 21. an dwelling house having not more than three aparents and who resides therein,or the occupant of the dwelling horse Of a=&.. ;��lm's p��.to do maintenance , construction or repair work on such dwelling house or on the gm=ds o: 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 renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neidw the commomveaith nor any of its political subdivisions shall enter into any contract for the performance of public work until acccptable evidence of compliance with the insurance of this chapter have been presented to the conazctia¢ authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to yoursrtaation and ` supplying company games,address and phone numbers along with a certificate of insurance as all affidavits may be. submitted to the Department of ladistriai Accidents for confirmation of fimir+ram . 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 not the Department of Industrial Accidents. Should you have any questions regarding the'law"or if 1�ou bend lease call the D at the comber fisted below. are required to obtain a workers' compensation policy,p eparane:n .. . _ .._. i 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 Off ce of has to contact you regarding the applicant. Please be sure to fill in the permitfiicense number which will be used as a reference member. The affidavits may be returned in. the Department by mad or FAX unless other arrangements have been made. The Office of Instigations would like to thank you in advance for you cooperation and should you have any questions., please-io not hesitate to give us a call. The Depa�aeat's address,telephone and fax member. The Commonwealth Of Massachusetts Department of Industrial Accidents 0MC8 of Imtesd0adoas 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 • V •. The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main SUMS,Hyannis MA 02601 RalphCto WE= 308-790-6=7 Building CaM Fa;�c: . $08-790-6730 missio::: For oMce use only Permit no. Date AFFIDAVIT HOME 11UROVEMENT'CONTRACTOR LAW yUpPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstracdon, alterations, renovation, repair, modernization. conversion. improvement, Gov+ demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling snits or to stractares which are 2d12=nt to such residence or building be done by registered contractors, with certain cxeeptions.along with other requirements. k Type of Work: � ck Z s-eC,s c� c()o M Est.Cost SO v O • Address of Work:_ S :i on G °`a n4 y Owner's Name N Date of Permit Appilation: S•e to� I hereby certify that: Registration is not required for the following reason(s): Work ezdnded by law Job under SI.00L Building not owner-occupied —Owner pulling own permit Notice is hereby given that:OWNERS .PULLING THEIROWN PERMIT OR DEALING WITH IINBEGLSTERED CONTItACTORS FOR APPLICABLE HOME [MPROVEMEINT WORK DO NOT HAVE ACCESS TO ME ARBITRATION PROGRAM OR GUARANTY FEW.UNDER MGL c. 142A SIGNED UNDER pENALTIES OF PERJURY 4/0 ` i hereby apply for a.permit as the agent of the owner. Co V0r�� ► ayo'7 N q 13� 1bq Date Contractor Name Registration No. OR Date Owner's Name VE The Town of Barnstable • BABNSfABM » Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: l�.-ew m k�4 Map/Parcel: 0 Z- Z 0 Project Address: � � Fy Builder: The following items were noted on reviewing: Please call 508 862-4038 for re-inspection. Reviewed by: Date: Q h — q:building:forms:review F \ Q ap Parcel ® Permit#' 4 . House# ` Date Issued — v a rn � _ . �oard of Health ,(3rd floor)(8:15 ='9:30/1:00- )76-I ' 7 Fee Ae, ,,"Conservation Office(4th floor)(8:30-9:30/1:00-=2:00).Ja& 96 apt.(1st floor/School Admin. Bldg.) �L taw w � � elan Approved by Planning Board AM � � 19 • 6�dSFALL CL����� ��Jhn9 �fl'¢'�lng 6 ' ENVIRON M ODE AND PW.D S TOWN OF+BARNSTABLE TOWN R TIONS Building Permit Application ; Street Project Strt Address � .... Village`•' t QC _� GC✓/� f Owner C , r,e e /J iP L_Or�;L,� /'l��'tdm dy Address .� �1 /c J� v r Telephone , -Permit Request /Q x/ First Floor square feet Second Floor , square feet Construction Type - ! Estimated Project Cost $ _12 a-Q Zoning District - if Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Z O!.y},D Historic House ❑Yes QW . On Old King's Highway ❑Yes (No Basement Type: ©Dull ' ❑Crawl ❑Walkout - ❑Other s - Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing / New Half: Existing New No. of Bedrooms: Existing / New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: gas ❑Oil ❑Electric ❑Other Central Air ❑Yes To Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ached(size) ❑Barn(size) ❑None ❑Shed(size) - ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes _ Q< If yes, site plan review# Current Use — Proposed Use Builder Information Name a G(J/if f Telephone Number Address License#6 q5 13 5' Home Improvement Contractor# (09 J / I Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) z s FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS dr VILLAGE` •;+` ": - ' - t -.._...• _ r OWNER ,> _ DATE OF'4NSPECTION:' a FOUNDATION FRAME � i • , INSULATION. ' FIREPLACE . � t � •- .. t n : i • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' ^ FINAL - i r Y GAS:-` ROUGHS � FINAL FINAL-BUILDING ` DATE CLOSED OUT 1 ASSOCIATION PLANtNO. ; i. a.. Q •3f y oa t l.. ' •' F ` � � � ` .. , � h. cf THE P, The Town of Barnstable . . 9� � ,0� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commission: For office use only Permit no. Date AFFIDAVIT 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: S �.� Est. Cost 6"0 Address of Work: ,1—g /�/� a A2 W t9 01%y ." % Ay a - 0 a E �S Owner's Name &I;=k2e1A/I/ Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. _ V-'13uilding 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: - a rNcLr-CAL -/ 69,37q Date Conr Registration No. IJ, OR 'Q (lwnar c :XT- -__ The Commonwealth of Massachusetts �� � Department of Industrial Accidents <:- Office 91111yestigations — "_ • ' 600 Washington Street 'i Boston Mass. 02111 Workers' Co m ensation Insurance Affidavit name: G/L location: .) city , i �� d��SS CMG "�s phone# � ❑ I am a homeowner performing all work myself. ❑ I am a sole ro netor and have no one working in any ca acity ❑ I am an employer providing workers compensation for my employees working on this job. company name address: city phone#: insurance co. R01icV# / / ///// / ❑ I am a sole proprietor, general contractor. o omeowner circle one)and have hired the contractors listed below who have the following work' compensation polices: r- a— anv name: Me-) 016rUT h N L address: one#. Vv T insurance co. 1. olicvL 3: # companv name• _. address: city- .;,. phone#: ininrance co. olicv# . Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the imposition of criminal penalties of a tine 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 tine of$100.00 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. I do hereby certify under the plains and penalties of perjury that the information provided above is true and correct Signature�y Print otiicial use only do not write in this area to be completed by city or town ofIIcial city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: Phone#; ❑Other (revised 9/95 PIA) 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 contrac of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association corporation or other legal entity,.or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver 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 o: 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 renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha 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. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, 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. 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 li 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 fe 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. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 081ce of lovestigadons R 600 Washington Street r, Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 I _ k' • TOWN . OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB. LOCATION _ � /�=�>/V )Yv &elA�4 (26 1 0/ / /7) 4 Number Street address Section of town "HOMEOWNER" /�' ,� b.,MC_16)W — , Name Home phone Work phone . PRESENT MAILING ADDRESS City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEEvINITION OF HOMEOWNER: Person(sj who owns a parcel of land on which he/she resides or intends to re- side, 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 Officia: 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 Stagy Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands . the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE ° r APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner 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 . Home Owner engages a person (s) for hire to do such work, that such-Home Owne: shall act as supervisor. " Many Home Owners who use this exemption are. unaware that they are assuming the responsibilities of) a supervisor- (see Appendix Q, Ru`le's and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarene: often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board`cannot proceed ',against the inlicensed person as it would with licensed Supervisor. The Home ''Owner actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/Fier responsibilities, mar communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. , , 1 :�2 ,jjay,,.;:.,:: ' •';!� i ' ' I •fm ph �S ' ! �•' ir �F FJo Q�I I`.- I 1 I I I i• I 1 1 1 I NSioNAL. 1+ ALL 'S+1ED5 4A V6 CNor s►Dw N� 7?�P Pi A�'a ! ; I � i a,�oc.K�NG•: I 1 I I . • PIkLius P�y�7•:'X!,'i Fuoo Joists i ! I I � ' 4 1 1 1 sir ', :�•'`�, ' {' � 1 ���{r�7 � $IOING �okD iv i +�1.'i�''` ,+..��.. �'T F+Vu� �F D01�'RD� i � i i j ± j• � i ! 1 �DIMVNSiNJAL. �rlW *T Au_''sLEDs !r Avg • .G T16S G Ate END LOUMAS a x y' . 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