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Home My WebLink About0298 WHEELER ROAD 298 �,c�1��/-ems ��L . — J 0 . .� Town of Barnstable Building �.... ..Post This Card So That`t is_;Visible From°the Street-:Approved'Plans:Must'be Retained on Job and this Card Must be,Kept MA68. Posted 61' 1 mal Inspection'Ha Been Made`` '` `�.w s, Y•� r`"-, �'.. - , _. � . � .�.. . . - � �, �- � Permit Where a"Certificate ofOccupancy is Regjuired,'>such Building shall Not be`Occupied until a Final Inspection`has been made Permit No. B-18-1856 Applicant Name: Neal Holmgren Approvals Date Issued: 07/05/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 01/05/2019 Foundation: Location: 298 WHEELER ROAD, MARSTONS MILLS Map/Lot: 082-018 Zoning District: RF Sheathing: Owner on Record: YOUNG,JAMES E&ELIZABETH D Contractor Name: ,NEAL F HOLMGREN Framing: 1 Address: 298 WHEELER ROAD Contractor License: C8'=088921 2 MARSTONS MILLS, MA 02648 _ Est. Project Cost: $12,250.00 Chimney: Description: Installation of 10 LG 350watt solar modules flush mountedon Permit Fee: $ 112.48 existing roof.3.5kw 170sgft # Fee Paid:;1 $ 112.48 Insulation: Project Review Req: Date: 7/5/2018 Final: ' ry- Plumbing/Gas J�U Rough Plumbing: f..........- -- - -- -- N\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�Jssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which th€s permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. 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 Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or FootingL__ 2.Sheathing Inspection Rough: 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 Final: 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). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ONLZ,J C 1.7. 3 Bowers, Edwin From: MacNeely, Martin <mmacneely@commfiredistrict.com> -Sent: Monday,August 07, 2017 4:53 PM To: Bowers, Edwin Cc: Shea, Sally Subject: 298 Wheeler Road Ed, I am now set with fire alarm system at 298 Wheeler Road, Marstons Mills Martin 1 I r i Bowers, Edwin From: MacNeely, Martin <mmacneely@commfiredistrict.com> Sent: Thursday,August 03, 2017 6:40 PM To: Bowers, Edwin Subject: Fire Alarm System Ed, I am holding off on my approval for 298 Wheeler Road until I hear back from electrician on another question I had. Martin M i i All Cape Insulation & SupplyInc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor: Tim Holmes Property Address: 298 Wheeler Rd, Marstons Mills Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 8.25" 700 R-30 Ceiling Fiberglass Batts Owens Corning 9" 620 R-30 Garage Ceiling Fiberglass Batts Owens Corning 3.5" 580 R-13 GarageWalls & Interior Walls Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Hi-R Board Atlas Intumescent Paint IFTI-DC315 Fire Safe Roxul 3" 50 N/A Fireblock behind Insulation Chimney Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax Y 700 R-21 Ceiling Closed Cell Foam Henry 1.8 Permax 4.5" 40 R-30 Overhang Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: Date: _ Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 • Fax: (508) 394-2220 TOWN OF BARNSTABLIE BUILDING PERMIT APPLICATION Ma Parcel B ► •r� Application # f!� p n O �'.�.LING 3% Health Division Date Issued . Conservation Division AAA 0 6 2017 Application Fee TOIA' OP CAC ce . Planning Dept. �� :.x"LE Permit Feell1 / Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village Owner S iz - ab Address a 2 Telephone J O B ^ `�///.� g g S 8 Permit Request _7"6 bvid Q, /tksf-e.r �_ejra-,61`, yelt p Square feet: 1 st floor: existing YY0 proposed -- 2nd floor: existing V-0 proposed Total new o? Zoning District Flood Plain Groundwater Overlay Project Valuation 700 Construction Type S� Lot Size Z. 31 At Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family UJ(' Two Family ❑ Multi-Family (# units) Age of Existing Structure fiT3 ,Historic House: ❑Yes &fNo On Old King's Highway: ❑Yes ZNo Basement Type: YFull ❑ Crawl ®'Walkout ❑ Other SP/¢/erel 1,d"keyo3' b4u&ewr Basement Finished Area (sq.ft.) '© Basement Unfinished Area (sq.ft) p Number of Baths: Full: existing c;7- new / Half: existing O new a Number of Bedrooms: �_ existing L new Total Room Count (not including baths): existing 6 new First Floor Room Count Heat Type and Fuel: ❑ Gas �OII ❑ Electric ❑ Other Central Air: ❑Yes YNo Fireplaces: Existing New © Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 1111"existing ❑ new size _Shed: ❑ existing ❑ new size — Other: oZSx a S Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LINo If yes, site plan review# Current Use S114-i/e 4 Proposed Use APPLICANT INFORMATION —. (BUILDER OR HOMEOWNER) Name -cvi e_ Telephone Number Address _2©a C'da,.swa4* License # d6 96Z 6 ®(`/p r'!c aa6S-a Home Improvement Contractor# A27-V 3 Email� o%Qs ce uJ LJ;Ad u c , can Worker's Compensation # �Pl*✓�/0066/7Sd 9ao/6.¢ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ex co SIGNATURE ATE a/"0i 6 FOR OFFICIAL USE ONLY . :APPLICATION # { l : DATE ISSUED , r I - 1 MAP/PARCEL NO. ' r ADDRESS VILLAGE OWNER 'cry DATE OF INSPECTION: FaQ�'7�9 FOUNDATION &91 FRAME ��P AlL i n,, ktQJtS_ i.. ER (j � INSULATION FIREPLACE ff `. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL will. 1 d - ? FINAL BUILDING V �►�' DATE CLOSED OUT S - ASSOCIATION PLAN NO. Ile Compionivealth of-Vassachusetts Departineant of Industrial Accidenris u - Office of Inmfigations 600 Washington Street Boston,UA 02111 " >~t'�rvntnrassgovldia , Workers' Campensatian Insurance Affidavit Builders/ContractorslEIectricians/Plumbers Applicant InfGtmatian Please Print I.QgibIy Name tBus7hessfOrganirationa - - ❑al} &� Address: O O !h G,�' • Citylstatt'zip di Qt?6 S Phone Arree you an employer?Check the appropriate box: Type of project(requnvd)c EJ I. I am a employer uith 4- ❑I am a general contractor and I 6- ❑New cons4cnon employees(full andfor part-time).* 'have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet: 7- Z —modeling. ship and have no employees. These sub-contractors have g_ ❑Demolition working forme in any capacity. employees and have wodcers' g. ❑Building addition [No winicers' comp.insurance comp.insurance-1required-] 5. ❑ We are a corporation and its 10❑Electrical repairs or-additions 3.❑ I am a homeoumer doing all work officers have exercised their 11-❑Plumbing repairs or additions M)%el€[No workers'comp- fight of exemption per MGL 12-❑Rnofrepaid insurance required.]i c.152,§1(4k and we have no employees-[No workers' 131❑Other comp-insurance required-] *Any applicantihat chedrsbox 9l mast also flloutthe section belawshorning their suorl me compensatwnpolicyinformadan. Homeowners who submit this of chnit indicating thr_y are doing all wa t and then hire outside contractors mast submit anew affidavit indicating such IC'ontractors that check this boat must attached an additional sheet showing the nave of the sub-comuwaors and state whether.or nat those entities have empkyees.If the sub-contractnts have employ-Les,they mnsr provide.their imrkers'comp.policy number- I am art eerpivs�r fhat is pratRdritg tuorkers'conrperrsativrt irtsrrrarica for eery*etrrplaj�ees BeIoty is the policy arzd job site informadom M /� Insurance Company Name: . / /. / t� Ti�� "Z„j C Policy or Self--ins.Lit. V1k)C 16(2i0/ 7_5-tK 9 OZ6/6 A Expiration Date: /Z Job Site Address: �P ew City1Statel7Tp: AA_r".S / m/s Attach a copy of the workers'compensationpolicy declaration page(showing the policy member and expiration date). Failure to secure coverage as required-under Section 25N of MGL c_ 152 can lead to the imposition of criminal penald s of a fine up to$1,500:00 andrar one-year imprisonment,as well as chit penalties.in the form of a STOP WORK ORDERand a fine of up to$250-00 a day against the violator- Be advised that a copy ofthis statement may,be forwarded to the Office of Investigations of the DIA for insurance coverage veri$tation- I do hereby cet fj,under the pairs acid penalties of 07'uq-'thatthe irrforrriafion p otzded above is true and correct P / , Sitmature: ate: Phone ai ,a 9 - a V-6 Y Official use oidy. Do not avrite in this-area,to be complreted by city artotrn of dal, City or Tawn: PermitUcense 4 Issuing Authority(ck cle one): 1.Board of Health 2.Building Department 3.C itp.T-own Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information and las&uefions Massachusetts-G&aeral Laws chapter 152 mganes all employers'to provide workers'compensation for their empIoyees. paasuantto this saute,an enployee is defined as.'-.every person in the service of another under any contract of hire, express or implied,oral or wHftm" An�roy,m-is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoingzngaged in a joint enterprise,and including the Legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to-do maintenance,construction or repair Work on such dwelling house or on the grounds or building appurtenant:thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license,or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of c6mpliance with the insnr-ance.coverage required-" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic woric umhl acceptable evidence of compliance with the in durance._ requirements of this chapter have been presented to the contracting a :ho>ity." Applicants Please fall oirt the-workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certfacate(s)of insuir ice. Limited Liability Companies(LLC)or Limited Liability-Partaerships(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 maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date+he affidavit The affidavit should be retained to!he city or town that the application for the permit or license is being requested,not the Department of Tnrh,ctri ai Accidenh. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-in er=ce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and pried.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 full in the pe�itilicense number which will be used as a reference mmber. In addition,an applicant that must submit multiple pemzit/licensa applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)_"A copy of the-affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file fur fatal 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 (Le. a dog license or permit to bum leaves etr.)said person is NOT required to complete this affidavit The Office of Investigations would lake to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The CammDnweaI&-of I\1ssa chus-ttts ' Depa dmmt cif let hal Accidents OfCl=of l avestkatio-= bon-Washington Sir�t Boston,MA 02111 TP1.#617-727-4900 ext 4-06 or 1-.977-MA-SSAFE Fax#617-727-7M Revised 424 07 mas gavIdia AWC IGicide to Food Constrac iorr in end Areas:110 tnplr J-Yrnd Zone Massachusetts CheckUst for Compliance (7so cl4TR poi•�u)' ;�x see- S efo- Q P4 4� m� . C ��' � C��k Ie�ST . Compliaz,= 1.1 SCOPE. = Wind Speed{3-sm gust)_--_-.._____._..____.________ _-.-----------_-.----_._____. 110 mph Wind Exposure o Wind Exposure Category..:.............Engineering Required For Btre Project--------------------------------------C 12 APPLICABILITY -Number of Stories(a roof which exceeds B in 12 siape shall be considered a story) stories s 2 stories Roof Pitch -_.. _ _-_----------- -------(Fig 2) _ -- ---_-_-__ <_12-12 Mears Roof Height ___--.. _.--_---=—(Fig 2)_____._____._..____.. -__ft 5'33' Building Width,W _..____.___-__---- - Fig 3)---...- ft 5 Ho' Building Length,L ...... i ft s BD' Building ect Ratio (Fig 4)-- -- ---------_----. s 3:1 Nominal Height of Tallest Openingz _—_---•--------(Fig 4)_..____�----__..___—:-- s 56' 13 FRAMING CONNECTIONS General coin 1-rance with framing mrinec ions__...-_.:__(Table 2) p • - - • 2.1 FOUNDATION Foundation Walls................. alls meeting requirements of TBD CMR 5404.1 r Concrel>;__...._.....--•-...__._.._..--•-•---•---•-•-.._._:--- -.............. - ..__....... _... - _. Concrete Masonry.......----- .-.__._--___-------- ___-- - ------ - --- 22 ANCHORAGE TD FOUNDAT1DNr� 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an altemative in concrete only BoltSpacing-general-•--------------------------------- •.(Table4)-____._.....--••-------------_ in- Bolt Spacing from endfjomt of plate.-------�•_--•-(Fig 5).-._--�_.._-__-:--- in._<6'-12" Bolt Embedment-concrete___ ••---- in.>7" Bolt Embedment-masonry_....-... -:--. __._.__(Fig 5)__�---:_----_...---___--- in->_t5' Plate Washer_.:_-.-_—.__._._-------_--(Fig 5)---•----- - -_3`x 3'x/ 3.1 FLOORS Floor•fr-aming member spans checked -,----__-___(per 780 CMR Chapter SS) Maximum Floor Opening Dimension -------_-_-__ ----- Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall Fig 6)....................:..............:... M"axirnc:mt Floor Joist Setbacks Maximum Carr5levend Floor Joists , Supporfing L-oadbearing Walls or Sheanvall--.---(Fig 8)---------.----.-__...:_.______..__.—ft s d Floor Shea Ty pe -__---_ ^(per7B0 CMR Cfiapi>:r 55)_-_-_• _-- ' Floor Sheathing Type ------- Floor Sheathing Thiclmess____-_._—.------ ---(per 73D CMR ChapfPr 56)...•_....-..___ in- Floor SheathingFastening (fable 2)__d nails at in edge!—in field , 4A WALLS Walt Height Laadbearing walls.----_s____--.__�__._.__ -_(Fg 10 and Table 5)-__- -____-- ft s 10' NDh4_aadbeadng walls__-__-_ _-^T (Fig 10 and Table 5)-___.__..__-__ft'S 20' Wall Stud Spacing ._.-_---- -._.. ___--(Fig 10 and Table 5)____._._-.—in_<24'a.r- Wall Story Offsets _---. ___.___.___.-______:.(Figs 7 i£ ft s d 42 E�OR-WALLS' Wood Studs I_Dadbearing•vialls_..___.__.............._....._._. ._..(Talale5)....._.-...-........_._.2ac ft in. Non-Laadbearing walls.__.___----_•---..._-._._-{Table 5}--- ._-__...---__..2x - fit in, Gable End Wall Bracing r — — Full Height Endwall Studs WSP Attic Floor Length ft zW/3 Gypsum Calling Length[rf WSP not used)-.__-____-_-:.(Fig 11) ---- __.._____ _ft z 0.9W - and 2 x4 Continuous Lateral Brabe @ 6 ft o-r-_Fig lid......................__.___-_ - or 1 x 3 ceiling furring strips @ 16'spacmg•min.wifir 2 x 4 bloddng @ 4 f L spacing in end joist or truss bays Double Tap Plate = Splice Length -: -----------(Fi9 13.and Table 6)_..______..__._ ___ —ft _ Splice Connection(no:of 16d common nails)-----(Table 6).__ - ----:-- _ - 1 AFVCGuide to TVood Caris&ucdon is High HrindAreas. 110 ,izph Vrnd Zoiie ' A4assachusefts Checklist for Compliance(rso UVIRS301.11-1)i Loadbearing Wall Connections Lateral (no.of 16d common nails)---_--_---_-(Tables 7)--__------ Non4madbear➢ng Wag Connections Lateral(no.of 16d common nails).--------•----(Table B) _------------_-_--_...____._._-. Load Bearing Wall Openings(remrd largest opening but cheek all openings for mrnpGance to Table 9) Header Spans __._—__--.-_____-- ------_--_-•(Table 9)__-_:_.—____._-- —ft_irL_<11' Sill Plate Spans -_ -._._.(Table 9) —----------- ft_in._<i 1' Fug Height Studs (no. of sfrids)-----_- ----(Table 9).._._.._--__-------_•----------=--.. Non-Load Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Spans_- (Table 9)___._____ —_.-_--.._ft_in_512' Sill Plate 5pans.._. __(Table.9) ------- —fi_in.512' Fug Height Studs(no.of surds)-___ _-------(Table 9)__._.____--.----.__._ Fderior Wag Sheathing to Resist Upfdt and Shear Simuffanenusly4 Minimum Building Dimension,W Nominal Height of Tallest Opening Z ....____.._._.._._--____-------•--._ .___._—._.._.=5 SW Sheathing Type_.----._—------•-•---__._(note 4�.___.----- ------•----------:--- Edge Nail Spacing (fable 10 or note 4 if less):__.___.__.____. in Feld Nail Spacing___..______.____.___._____.(Table 1D)__—_-_—_____-_._--. in. Shear Connection (no-of 16d common nails)(Table 10)------_-_-------------------__-------_.--___ Percent Fug-Height Sheathing._.__' ____.__(fable 10)____________---_----..._-_--__.__._.__°� 5%Additional Sheathing far Wall with Opening>.6'8."(Design Concepts)_____ Maximum Building Dimension,L Nominal Height of Tallest Opening2--__....._................................................... 5 6'B' ` Sheathing Type-------- --- (note Edge Nail Sparing __ able 11 or note 4 if less ______.______..._ in. Field Nail Spacing---._.__—__.___-_._.-_;_(Table 11)----_----r_._____.___----._--- in. Shear ConneCion(no. of 16d common nails)(fable 11)....... Percent Full-Height Sheathing—__ . _(Table 11)-._---__—..-___—. 5%Additional Sheathing for Wall wrlh'Opening>6W(Design Concepts)-•--_----__•- Wall Cladding Rated for Wind Speed?;-- - _---- -- — --- - --- ----------------- f_1 ROOFS Roof framing member.spans checked?_-__—_ .(For Rafters use AWC Span To_ol,see BBRS Website) Roof Overhang -----------------__.-_-._-..-----__------(Figure 19)____.-____-_ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Wags Proprietary Connecbrs _------.(Table 12)--.--.-----------_...- ----LY-- Pif Lateral_.____ __.__----_. ___._..(Table 12) pff _(Table 12)-------------- _ -----S= ptf. Ridge Strap Connections,if collar ties not used per page 21___ (Table 13)--_-----�____._.._--T= plf Gable Rake Outlooker-_--------------_._._.__.._-__-_(Figure 2t)).___._.-_—ft5smallerof2'orLl2 ' Truss or Raffer Connectons at Non4-oadbekdng Walls Proprietary Connectors Uplift- - __..-_----.(Table 14) ______.______—__.___U= lb_ Lateral(no-of 16d common nails)_(Table 14)......................................L= . lb. Roof Sheathing Type 7B0 CMR Chapters 58 and 59)............ Roo�Sheathfng Thickness__—...._.—_-_ - -_.-_-------__-__ __ —in_?7l16`WSP Roof Sheathing Fastening—_...___--_____._.___.(Table 2) Notes: •1. This rheckLst shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of TBO CMR-5301.2-1.1 item 1: ff the checldist is met mks entirety then the Mowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18'b 2_ 'Exception:Opening heights ofup io 8 fL shall be perms-tied when 5`Y°is added to the percent fug-height sheathing ' requirements shown in Tables 1 D and 11. 3- The botfDm sill plate in extarior walls shall be a minimum 2 frL nominal thickness pressure treated t 2-grade. AFVC Gi de to Wood Corixtruction ur H4grh llgndArcas_ 110 rrTh 1�Zud Zo ae MasSachuSett Checklist for COmpUance(7s0 CIAR5301?1:1)' 4. a- From Tables 10 and 11 and location of wall sheathing and BuOding Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows i_ Panels shall be installed Vft strength axis parallel to sWas, I All horizontal joints shall occur over and be nailed to framing. ua_ On single stDry construction,panels shall be attached to bottom plates and top member of the double top plate- iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel-Upper attachment of7ower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horimntal nail spacing at double top plates, band joists,and girders shall-be a double row of ad staggered at 3 inches on center per figures below:Vertical and Hor¢ontal Nailing for Panel Attachment 5. Glazing protection:a)'new house or hor®ntal addition—required if projed'is i mule or dosei-to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is ertensrve renovation ID the first floor c)replacementwiridows—needs energy conservation comptiahce only(chap 93) S.Wood Frame Construction Manual(VJFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)websrtF-- WHEN TM E EFESTS OH FEtkMB tt1:5=8d r+IRiLS A-rb-bt 11 ,7 C '•it it o ' 1 � E, i tl 11 K i a I o n rtIt a a Z311 l; Z CL Ir 1 + r 1I I1 it i F I 's it s>g p if If 1 u n 1 11 ifi It - -x 1 QOirf¢>= E a STAGG� 3`rdYi NAl S�kC kJG 1 • UAJL?ATTEFN ? PAr1H_ r= 1XQUBrE61Af1 EDMESPACM DETAL See Dalail on Next Page Vertical and HorEmnlal Nailing Detail for��Adactr�t VerliGal and Hotizi�nfal Nailing • for Panel Attachment � E r, Town of Barnstable �. Regulatory Services ` WAM.�. Rfchni-a V.srA.DhvdOr 116>g6 Building Division • T=Perry,Bm7dmg Commisdoner 200 Main Steot Hy= ,MA 02601 www.townl rnstable ma.us office: 508-862 4.038 Fay 508-790-M0 Property Owner Must Complete and Sign 'This Section If Us ing A Builder as Qwner of the subject property berelay a prize ,e S • 61 to act on mybebA in all matters relative to walk authorized bythis boding permit application for. . (Address,of Job) '`Pool fences and alarms are the responsib&7 of the applicant Pools are not to be fulled or iiiq ed before fence is installed and all final " inspections_are pedo=aed and accepted. S• of signataze o plicant Prim Name Print Name Date . QIMI'M.0 oar ® DATE(MMIDD/YYYY)AC� �� CERTIFICATE OF LIABILITY INSURANCE 06/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Christine Davies DOWLING &O'NEIL INSURANCE AGENCY P"c"o E : (508)775-1620 (AA/c No): ADDREss: cdavies@doins.com 973 IYANNOUGH RD. INSURERS AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: SUNWIND LLC INSURERC: INSURER D: P O BOX 700 INSURER E: BREWSTER MA 02631 INSURER F: COVERAGES CERTIFICATE NUMBER: 63034 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUER POLICY NUMBER MMIDDY EFF MM DDfYYYY LIMITS POLICY EXP LTR CO MMERCIALGENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEff- CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECTPRO ❑LOC PRODUCTS-COMP/OP AGG $ PRO- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea a.d.m ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X1 STATUTE ERH AND EMPLOYERS'LIABILITY YIN A OFFICERIMEM EANYPROPRIETOR EXCLUDED PARTNERIEX ECUTIVE NIA N/A NIA VWC10060175692016A 06/15/2016 06/15/2017 E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Eastham ACCORDANCE WITH THE POLICY PROVISIONS. 2500 State Hwy AUTHORIZED REPRESENTATIVE Eastham MA 02642 Daniel 4-Y,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD t' Massachusetts Department of f�ublic Safety Board of Building Regulations and.Standatds License: CS-068126 f ; Construction Supervisor i TIMOTHY S HOLMES a 16 QUARTERMASTER DRIVE.. BREWSTER MA 02631- w M--^� Expiration: ' Commissioner 04/02/2018 `�' <J/te-((anirrnroacr�cR'1,��o G"l�GcrJat[c�nJel!` v� •Office ofCon'sutcer Affairs Sz'Eu mess Regula'Mn } - OME IMPROVEMENT CONTRACTOR .Registration: :11WM8 Type: Expiration T/Z71201:7 LLC x �— SUNWIND,LLC. R r.; - TIMOTHY HGLMES� = j" 300 CRANBERRY HIGHWAY ORLEANS,MA 02653 Undersecretary i Commonwealth of Massachusetts Department of Public Safety License: HE-088492 Hoisting:Engineer TIMOTHY S HOLMES . 16 QUARTERMASTER DR E BREWSTER MA<0263,1 ' t �.�nCA__l Expiration: Commissioner 04/02/2018 I I I Shea, Sally To: tholmes@sunwindllc.com Subject: Permit/Application:TB-17-39 at 298 WHEELER ROAD, MARSTONS MILLS for Building - Addition/Alteration - Residential Hi Timothy, We need the entire floor plan of the home with all alerting devices marked—every level. A garage appears on the drawings yet we do not have this area on the floor plans. The entire house must be brought up to present code for carbon monoxide, smoke and heat detectors. The garage showing the heat detector must be on the plans. Please provide the proposed floor plan of each level with all alerting devices marked. Thank you. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 1 I - 1 ��_ ---- - - __ } �p =CJ�. '�� m � �� f ____� �- ,, �� ,. ,, •' :�� December 12, 2016 eP S INDLLC P.O. Box 700 Brewster,Ma. 02631 888-997-8694 www.SunWindLLc.com Construction Notes To: Barnstable Building Department 200 Main Street Hyannis, MA 02601 Project: Young Residence Master Suite 298 Wheeler Road Marstons Mills, MA 02648 - Project Overview: The addition was originally planned back in 2008 but due to the economic conditions and slumping home values the project was put on hold. The plans were drawn by W.B Daniels Architect on 11/24/2008 and due to the age of the plans many new code changes have taken effect since drawn. The plans were reviewed, marked up and stamped by Mark McKenzie Engineering Consultants on 3/21/16 to meet the current building code. This project was approved by The Barnstable Conservation Commission on 9-20-16 and an Order of Conditions was recorded on 10-18-2016 MASS DEP File# 003-5413 General Construction Notes: These notes are meant to clarify any discrepancies that may be found on the plans VS current building codes... All construction shall be in compliance with current building and energy codes. All exterior walls shall be framed with 2"x 6", interior walls are to be 2"x 4" The existing home is a 2 bedroom with a Den in the basement currently counted as a bedroom by the Town. The Den does not contain a closet however there is a door (2'-6" x 6'-6") which is to be removed and become a cased opening. The cased opening can be widened to a width of 4'- 10" due to the fact there is a Lally column/post limiting the width of the opening. The residence will have one lower level bedroom and one upper level bedroom (both existing) and a new Master Suite making the home a 3 bedroom. We look forward to working with the Town of Barnstable on this project... Any Questions or concerns please contact Timothy Holmes @ 508-246-6350 Thank you, , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION TO OE BARNSTABLE , Map . g Parcel 0/g WN Application.# �?o( S 7 Health Division 7 Date Issued„ F Conservation Division Application Fee 5 6 Planning Dept. Permit Fee I Date Definitive Plan Approved by Planning Board'� aual Historic - OKH Preservation / Hyannis Project Stree t o� t Address Village� A61S � i Owner a Address Telephone oZY83 Permit Request �� _t7 � 02 G _11t/6-T &6nte-/S o fi 7i e a.ic/ oZ SoA o-0 2tg& h�,r 4ov.,I (7,A kw Square.feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Uj Sv Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑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 Total Room Count (not including baths): existing new First Floor3Room':Count' n= Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other y y: i Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing mood/coal stove: aYes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: M existingo❑ na size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: co 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 �� LL Telephone Number $ " a2 yG-�3,�'0 Address License # L/ .IG Qe; 4 7 Home Improvement Contractor# Email s e _ uy-j L C.e . Go/ �_ Worker's Compensation # &e_ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /! DATE �l�F©S - FOR OFFICIAL USE ONLY APPLICATION # } DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER � DATE OF INSPECTION: j FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. L 't ; Town of Barnstable Regulatory Services snxxs�►s� . MAS& $, Richard V.Scali,Director 16,59. 9�pTEG MAC 16 Building Division Tom Perry,BuiIding Commissioner 200 Main Street,Hyannis,MA 02601 r www.town.barnstable.mn.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 7�Q-5 ,as Owner of the subject property hereby authorize /,J J/.l ZLG to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) 'Pool fences and alarms are the responsibility of the applicant. Pools are not io be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature o e Signature of cant Print Name Print Name D Q:FORMS:OVJNERPERMISSIONPOOLS Town of Barnstable Regulatory Services of r Richard V.ScaIi,Director ti t Building Division t RAV,NSTARM s` Tom Perry,Building Commissioner 200 Main Street; Hyannis,MA 02601 �'prEn a www town.barnsfable.maus Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNM LI(30M EXEN=ON Please Print DATE: JOB r.00ATtObL- numbcr shut village "HOMEOWNER": name _ home phone# work phone# 7 CURT EW MAILING ADDRESS:• - -- --T-•-- -- ciWtnwn start rip 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 HOMEOWNTER 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 buildint_permit (Sectidu 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 procedures and requirements and that he/she will comply with said procedures and requirements. Sigaab=of Homeowner Appmval ofBu ld g Offi al 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 EXFIYIPTION The Code states that "Any homeowner performing work for which a building permit is kequired shaIl be exempt from the provisions of this section(Section 109-11-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,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,a part of pa 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 formleertification for use in your community. Q.MFIl ESNFORNIMuDdmg permit fmms=RESS.doc Revised 061313 September 24,2015 300 Cranberry Highway SUNWI1 � Orleans, 70 02653 1 �] LLC. P.O.Box 700 Knowledge is Unfimited PowerO Brewster,Ma. 02631 888-997-8694 www.SunWiiidLLc.com Solar Photovoltaic System Proposal To:Elizabeth Young 298 Wheeler Road Marstons Mills,Ma 02648 We propose to install a solar photovoltaic(PV)system to reduce annual electrical costs by generating onsite electricity. SunWind recommends installing a 7.2 kW system to offset the annual electrical consumption by optimizing the available roof area. Specifications: ❖ Install a 7.2 kW(7,280 watt)solar system consisting of(26)280 watt SolarWorld black panels. ❖ The panels shall be installed on Snap N' Rack,black solar racking. ❖ Install Enphase M-250 micro inverters for increased system efficiency and individual panel monitoring. ❖ Install Enphase Envoy for real time monitoring via existing internet connection. ❖ Install DC and AC disconnects with placards as required per code. Installed Cost: We propose to install the solar photovoltaic system as outlined above for............ $26,850 Price is valid for thirty days from the date of this proposal. Cost-Based Incentives: ❖ U.S. Treasury Tax Credit 30%of the installed cost;30%x $26,850...................$8,055 ••• Ma.Income Tax Deduction (if income tax paid in MA)......... ......$1,000 ••• Total value of incentives.......... ................................. $9,055 . ........ ................... ••• Balance after incentives......... ..$18,795 Production-Based Incentives SREC.II: The State Solar Renewable Energy Certificate(SREC 11)production incentive program monetizes energy attributes for 10 years.The prospectus below outlines the average SREC 11 income over the 10 year eligibility period. Net Metering: Massachusetts laws allow for all solar energy facilities to be interconnected with the electrical service provider.The excess energy produced by a net-metered facility is exported to the electrical grid and system owners are credited for all energy exported. i Proposed solar Panel Layout 298 Wheeler Road Marstons Mills,Ma 02648 26 panels on the rear (south) facing roof of the house Total of 26 panels = 7,280 watts Turnkey System: ❖ Conduct a site inspection, complete a written proposal and design drawings. ❖ Provide a letter of engineering review by a MA Structural Engineer. ❖ Apply for building and electrical permits. ❖ Submit the interconnection agreement with the utility company. ❖ Upon receipt of the building permit application we shall expedite materials to the site. ❖ Install and commission the system. ❖ Schedule building and electrical inspections. ❖ Schedule utility to change existing meter to a bi-directional meter. ❖ Familiarize client with system monitoring and maintenance. Installation: All work will be completed in accordance with Local, State and Federal building codes and accepted solar installation practices. All work will be performed by licensed and/or properly trained personnel and completed according to safety standards as required by O.S.H.A. and the Massachusetts Department of Industrial Accidents. Warranty: SunWind,LLC shall warranty the installation of the solar system for a period of three years. The solar modules carry a manufacturer production warranty of 25 years. The inverter/optimizer manufacturer provides a 25 year warranty. SunWind, LLC shall make every effort to provide clients with the most up to date incentive information. SunWind,LLC shall not be held liable for any change in the amount of incentives or energy attributes estimated to be received. We encourage all clients to discuss the incentives with their accountant to determine current and future tax liability. Payment Schedule: �� 15%due upon acceptance of the proposal 50%due upon approval of the building permit application. 25%due when system has been installed on the roof. 10%due upon completion of inspections. This is a bid proposal and is intended to outline the project details, cost and incentives.Upon acceptance of this proposal a formalized contract shall be executed providing detailed terms and conditions including contract price,schedule,payment terms and your rights to cancel. .I/We authorize SunWind,LLC to execute the work as described above, for which the undersigned agrees to pay the amount stated and as agreed to in the terms herein. By: (Client/Owner) Date: Print Name: By: (Contractor) Date: By: Timothy S. Holmes, as President of SunWind, L.L.C. John C. Spink Professional Engineer 59 Clay Street Middleborough,MA 02346 774-766-0544 ispinkl@gmail.com November 10, 2015 To Whom It May Concern: PROJECT NAME: Installation of Solar Panels on Roofs LOCATION: Elizabeth Young—298 Wheeler Road,Marston's Mill, MA CONTRACTOR: SunWind,LLC, 300 Cranberry Highway, Orleans,MA 02653 Twenty-six (26)panels are to be placed on the south facing house roof as shown in'the.attached sketch. The roof is a gable roof with 2x10 roof rafters @ 16"o.c. The roof structures under all panels will supported the panels,panel racks and mounts required Massachusetts Building Code loadings, including the roof structure, and wind. The panels are to be attached to the roof through a Dual Rack mounting system (racks and bolting) into the rafters under the roof deck as shown in the attached sketches. The attachments are certified by the manufacture to withstand 120 mph wind on these types of roofs and in an area of wind Exposure C. The structure under the panels is sufficient to withstand the loading required by the Massachusetts Building Code including the wind loading fro a 110 mph wind and Exposure C which is required for this site. Yours, ohn Spink,P.E. -UL ice' r sp114 r��"r irrii!�•:rr!:err�l�c::�'=((!!S::[!r�M�r�rw, .� .. - .�4 .. -_. :__. -_�._,_.._. Office of Consumer Affairs&Btdiness Regulation License or registration valid for individul use only fa 4710ME IMPROVEMENT CONTRACTOR e before the expiration date. If found return to: Registration: 169718 Type: Office of Consumer Affairs and Business Regulation Expiration.:.;.7/27.12017 LLC 10 Park Plaza-Suite 5170 - Boston,MA 02116 SUNWIND,LLC. -°` TIMOTHY HOLMES 300 CRANBERRY HIC,HWAY ORLEANS,MA 02653 �--- Undersecretary Not valid Withoutkignature t� INV, C,J n.v:0i s Construction Supers isor ` � se c C&W126 TIMOTElYSHOL>US 16 QUARTERMA'STERDR in ~_ Brewster MA 02631 "' ` 04/02/2016 The Commonwealth of Massachusetts r Department of Industrial Accidents 0 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aaalicant Information Please Print Legibly Name (Business/Organization/Individual): S c".( I�/,� le— Address: 20-o 6 6'.S ga-y ,F��, �tip•t,� City/State/Zip: 61'/4A,,-5 UeS_3 Phone#: 717 Are you an employer?Check the appropriate box: Type of project(required): 1.�1 am a employer with_Lemployees(full and/or part-time).* 7. ❑New construction 2. 1 am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 9 ❑Remodeling . ❑Demolition 3.[]I am a homeowner doing all work myself.[No workers'comp,insurance required.]t 10❑Building addition 4.❑1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repays or additions 5.M 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.P ther 152,§1(4),and we have no employees.[No workers'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. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. -Insurance Company Name: n Ay�Co f �s v/%¢t,.K•e_, Policy#or Self-ins.Lic.#p: '��L ,�Da -b/0/7s6 j-aZ645 Expiration Date: Job Site Address: �7i) 464e kr City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains annd penalties of perjury that the information provided above is true and correct. Signature: T� /�i--Q i -�^� Date: Phone#: %51 y .Y�� OU Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I ,4c o►� CERTIFICATE OF LIABILITY INSURANCE DAT YYY1� o7n0/20no15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 04740-001 NA Kelly Bolton Miller McCartin dba Dowling&O'Neil Ins Agcy (PbS.Io.EIM: �AlC.No.: 973 tyannough Road EMAIL kbolton@doins.cam Hyannis,MA 02601 ADDRESS: SAFFORDING INSURERA: A.I.M.Mutual Insurance Company 33758 INSURED INSURER B: Sunwind LLC INSURER C: P O Box 700 Brewster, HA 02631 INSURERD: INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TV TYPE OF INSURANCE I POLICY NUMBER M*P1,S YYY M LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGETO RENTED $ PREMISES Ea occurrence CLAIMS-MADE n OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ LJCY JECT OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident % ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Pecaccdent) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DED ICp�pI RETENTION S yyyy��gg qq �UJ OR q gNyM MPLOYH2S LIABILITY X TORYII TM; OER A OFFICER/MEMBER EXCLUDED? TIC YIN EL.EACH ACCIDENT $ 500,000.00 NIA VWC-100 601T669 2016A 6/16na16 6/1612016 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 600,000.00 DESCRIION OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 60O,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORO 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Robert J Reid Builders 19 Old South Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Nantucket,MA 02564 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE _ O 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Client#:45826 2SUNWINDLL ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE 10/(MM1OD(MM/DD/YYYY) 5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 FAX(AIC 5087781218 973 lyannough Rd,PO Box 1990 E-MAIL E"t: ac,No): ADDRESS: Hyannis,MA 02601 508 775-1620 INSURER(S)AFFORDING COVERAGE NaIC# INSURER A:Essex Insurance Company INSURED INSURER B: Sunwind,LLC INSURER c PO BOX 700 Brewster,MA 02631 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMBS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY 3EC4311 0/28/2015 10/2812016 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE To RENTED rr nee $100 000 CLAIMS-MADE �OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:2,500 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE p HIRED AUTOS AUTOS er $ accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LWB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ E.L EACH NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Ben Cowger SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 7 Windy Way ACCORDANCE WITH THE POLICY PROVISIONS. Nantucket,MA 02554 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registere.O marks of ACORD #S160270/M160269 a CBD ® O Required Tools oO Hammer Or Stud Finder U. Roof Marking Crayon Dimensioned J Drill with 1/8 inch Pilot Drill Bit Roof Sealant L-Foot Torque Driver with Bit Adapter 1/2 inch Socket Wrench ,_„Z•� ■� s Materials Included in Series 100 L-Foot Kit: �■■ 1A © (1) SnapNrack Flashed Base Q (1) SnapNrack Composition Flashing ® (1) SnapNrack L Foot, Composition 920 LL O (1) 5/16in- 18 SS Flange Hex Nut Q (1) 5/16in SS Split Lock Washer 3' 92• Q (1) 5/16in- 18 X lin SS HCS Bolt Q (1) SnapNrack Channel Nut, 5/16in - 18 Other Materials Required: i) (1) 5/16 in Lag Screw '"°'—' Qz (1) 5/16 in Washer ®�O Q . O e When To Use: 0 Composite Shingle Roofs Technical L-Foot Data: o i Material 6000 Series Heat Treated Aluminum Color Class 2 Anodized Finish Clear and Black Finish Available Weight 0.16 LBS i Design Uplift Load 200 LBS Uplift Design Ultimate Load 1000 LBS Uplift Dimensioned Assembly • • 12' 6 ® 4) Required Tools: ® 1/2 inch Socket Wrench $ Torque Wrench O Materials Needed to Install Mid and End Clamps: O Pre Installed SnapNrack Roof Attachments © Pre Installed SnapNrack Rails �® © SnapNrack Mid Clamp Assemblies = 0 SnapNrack End Clamp Assemblies .� © PV Modules V/ V 4 ( p O 4w a 0 d Mid Clamp Assembly O (1) 5/16in - 18 X 2 1/2in SS HCS Bolt © (1) 5/16in SS Split Lock Washer 0 (1) SnapNrack Mid Clamp 0 (1) 5/16in - 18 SnapNrack Channel Nut Adjustable End Clamp Assembly O (1) 5/16in - 18 2x3/4in SS HCS Bolt O 0 (1) 5/16in SS Split Lock Washer © (1) SnapNrack Self Adjusting Top O (1) SnapNrack Self Adjusting Bottom 0 (1) 5/16in - 18 SnapNrack Channel Nut • ® p • O o c 0 0 • Universal End Clamp Assembly: O (1) 5/16in - 18 X 1 1/2in SS HCS Bolt © (1) 5/16in X 3/4in SS Flat Washer 0 (1) SnapNrack Universal Wedge 0 0 (1) SnapNrack Universal Wave � o 24 ® Required Tools �. E 1/2 inch Socket Wrench s V M Materials Included In Series 100 Micro .>® .4w Inverter Attachment Kit: L Q © (1) 1.501n X 0.328 in X 0.187 in SS Fender Washer © (1) Snapnrack Channel Nut 5/161n-18 e (1) 5/161n - 18 X lln Ss Hcs Bolt O (1) 5/161n Ss Split Lock Washer © (1) Wiley WEEB-PMC Grounding Washer For Snapnrack Rail ® p O When To Use: VUsed If Micro Inverter Has �® .� An Attachment Tab MICRO INVERTER MOUNTING TAB Body Micro Inverters May Have Separate Grounding And p Will Not require a WEEB Dimensioned Assembly 1 " 1-1/2" 30 Enphase®Microinverters EnphasUM250 0 0 I ,i The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage®Cable, the Envoy®Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Optimized for higher-power - No GEC needed for microinverter -4th-generation product .modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and 3 million units shipped - Minimizes impact of shading, - Easy installation with Engage Aears .oustry-leading warranty, up to 25 dust, and debris Cable i [e-1 enphase- J E N E R G Y C US Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-300 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A Max input current 9.8 A OUTPUT DATA(AC) @208 VAC @240 VAC Peak output power 250 W 250 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.0% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Operating temperature range(internal) -400C to+85°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 2.0 kg Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Compatible with 60-cell PV modules. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is provided in the Engage Cable.No additional GEC or ground is required. Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 'Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, r enphase® visit enphase.com E N E R G Y 0 2013 Enphase Energy.All rights reserved.Al trademarks or brands in this document are registered by their respective owner. Sunmodule;-/Plus SW 280 MONO BLACK REALVALUE 3�d.tu v,co'i TUV Power controlled: rGvanDiDlRr�la Lowest measuring tolerance in industry 000002p I'! Every component is tested to meet 3 times IEC requirements J iDesigned to withstand heavy accumulations of snow and ice J OSunmodule Plus: Positive performance tolerance ' J I 2 yea5r 2S-year linear performance warranty and 10-year product warranty J Glass with anti-reflective coating J ' Worldtlassquality OualnM,lEC61315 = .ammomalRaua�R Fully-automated production lines and seamless monitoring of the process and mate ove P «� :RC Gt7'° �,y•PF� b•arb� •Blowing cane resistant % Power Ca,N "l rial ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus-Sorting fp Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules �m��. �R us that have greater than or equal to the nameplate rated power. UL 1703 25-year linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course F0] of 25 years,a significant added value compared to the two-phase warranties com- mon in the industry.In addition,SolarWorld is offering product warranty,which has been extended to 10 years.` Home Innovation NGRS GREEN CERIIEIED. *in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty MADE IN USA OF US sof a rworld.com AND IMPORTED PARTS I Sunmodule;--/Plus • SW 280 MONO BLACK REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)` PERFORMANCE AT 800 W/m2,NOCT,AM 1.5 Maximum power P,,,,, 280 Wp Maximum power P°,,, 207.2 Wp Open circuit voltage V. 39.5 V Open circuit voltage V. 35.8 V Maximum power point voltage V-PP 31.2 V Maximum power point voltage V.PP 28.3 V Short circuit current 1u 9.71 A Short circuit current 1u 7.85 A Maximum power point current I-PP 9.07 A Maximum power point current I.Pp 7.33 A Module efficiency % 16.7% Minor reduction in efficiency under partial load conditions at 25'C:at 200 W/m2,100% (+/-2%)of the STC efficiency(1000 W/m2)is achieved. 'STC:1000 W/W,25°C,AM 1.5 1)Measuring tolerance(P)traceabletoTUVRheinland:+/-2%(TUVPowerControlled). COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48°C Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in(156.75 x 156.75 mm) TC Ix 0.0.31%WC Front Tempered glass(EN 12150) Frame Black anodized aluminum TCP pp -0.43%/'C Weight 39.5 Ibs(17.9 kg) Operating temperature -40°C to 85°C SYSTEM INTEGRATION PARAMETERS �X 1000 W/m2 Maximum system voltage SC It//NEC 1000 V Maximum reverse current 25 A 800 W/m2 Number of bypass diodes 3 g 600 W/m2 Design Loads' Two rail system 173 psf 64 downward f upward _ P P Design Loads' Three rail system 170 psf downward 400 W/m2 71 psf upward _ Design Loads` Edge mounting 30 psf downward 200 W/m2 30 psf upward M 100 W/M2 'Please refer to the Sunmodule installation instructions for the details associated with Ithese load cases. •1— T —r r i i r � r r - Module voltage V. ADDITIONAL DATA powersorting' -O Wp/+5 Wp 1x4 3744(951) 1-Box IP65 — Module leads PV wire per UL4703 with H4 connectors Module type(UL 1703) 1 11.33(288) Glass Low iron tempered with ARC 0.6 15.3 39.37(1000) VERSION 2.5 FRAME Version Compatible with both°Top-Down" z.sframe and"Bottom"mounting methods 6S.94(1675) bottom ♦Grounding Locations: mounting N 4 corners of the frame holes 4locations along the length of the L module in the extended flanget +x4 14.20(107)t '(31) I— 39.41(1001)1.22 —�1 All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6026U512-2014 i �UTown of Barnstable Permit# pExpires 6 months from issue dote Regulatory Services Fee t ASS. _ O ",'"� Richard V.Scali,Director ®�� QED MP'I A Building Division �p Tom Perry,CBO,Building Commissioner 200 Main Street;Hyannis,MA 026Q4,'^, �V 13 1p15 ww\v.to�m.barnstable.ma.us ®��/N OF office: 508-8624038 BARN TADLC-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid n ithont Red Y Press Imprint Map/parcel Number QR Z0 1 Property Address 2( � C t?� N � /?--D r r "_SANS MILLS /G[if Qa ro YE' &Residential Value of Work$ Z ,5DO Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address J pm t� ,�fl Z__UzPd_1 9 y oU N 6 Contractor's Name Jud lJ-a L Le— Telephone Number 50$'1756 d 3 Home Improvement Contractor License#(if applicable) &q 7/ g Email:-7/LD1/`7e9(P S y„jcj j;j J-Le aAk Construction Supervisor's License#(if applicable) 6 a /2 6 ❑Workman"s Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑,416ve Worker's Compensation Insurance Insurance Company Name A Workman's Comp.Policy# �WL-�/0 d p�Sfj Copy of Insurance Compliance Certificate must accompany each permit. I Permit Reques heck box) S �� l e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to )0 66 t ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximlun.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. l '*'Note: Property Owner must sign Property-Owner Letter of Permission. A cope of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\Decollik\AppData cacalliv csosoft\Windo,.vs eemporary Intemet Files\Content.Outlook\2PIOIDHRWEXTRESS.doc Revised 040215 I r October 14,2015 300 Cranberry Highway a. S.UNWINDUC. PP..rO.leans Box 7100 2653 xnowfeefge u Zlnlimiterf�ower� Brewster,Ma. 02631 888-997-8694 www.SunWindLI-c.com. :Roof Proposal To: Elizabeth Young 298 Wheeler Road Marstons Mills, MA 02648 We propose to remove the existing shingles and replace with new Certain Teed architectural shingles as outlined below Specifications: • Protect the house and shrubs from debris during the shingle removal process • Install Ice and water shield along the bottom 3 feet of the roof and in all valleys • Install new 8 inch white drip edge along all eaves • Install stock color Certain Teed architectural shingles hurricane nailed(will provide color chart showing all in stock colors) • Install ridge vent along all peaks • Clean all gutters when roofing is completed Installed Cost: Option 1: Replace all roof shingles on main house and garage........................$11,500 Option 2: Replace the main house roof only and provide stock for the garage......$8,600 , Option 3: Replace the main house shingles only.........................................$7,100 Remove existing skylights(2)and replace with new Velux skylights with new flashing kits. Skylights shall be manually operable with screens.......................................$2,500 Or f. Solar venting skylight with remote control (eligible for 30%federal tax credit),...$4,000 Cost after 30%tax credit$4,000 x .30=$1,200 - $4,000=$2,800 Skylight shade options: Manual shade......(Factory installed light filtering or room darkening).............$150ea Powered shade.....(FactQry �talled light filtering or room darkening).............$375ea Prices valid for thirty days from the date of this proposal. Warranty: SunWind, LLC shall warranty the installation of the roofing for a period of one year. W o The shingle manufacturer provides a lifetime limited warranty. D r I A 4 CERTIFICATE OF LIABILITY INSURANCE DA07120/201TE 5m THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 04740-001 NAHMECT Kelly Bolton Miller McCartin dba Dowling&O'Neil Ins Agcy FAICp.NNo.Et): IC.No 9731yannough Road ADDRESS: kbolton@doins.com Hyannis,MA 02601 SU S AFFORDING COVERAGE INSURERA: A.I.M.Mutual Insurance Company 33758 INSURED INSURER B: Sunwind LLC INSURERC, P O Box 700 Brewster, MA 02631 INSURERD: INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INT TYPE OF INSURANCE A LW IPISR POLICY NUMBER MAA/D� MMIDDY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY =GETo RENTED $ PREMISES Ea occurrence CLAIMS-MADE n OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY S GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG S LICY JECT OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea aociderrt _ ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per $ AUTOS AUTOS ( accident) HIREDAUTOS NON-OVVNED PROPERTY DAMAGE - $ AUTOS (Per accident) $ UMBRELLA LUIB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ DEDS5 RRE�ETEEpNN�TIIO��N S yy��gg77 7H $ �Lt)YERS'LIABILITY X TORYLIMTS OER A o9Ic�Rm�MBER EXCLUDE�UTIVE Y� NIA VWC-100�017668 Z016A 6l15/2016 6/1612016 E.L.EACH ACCIDENT $ 500,000AO (Mandatory In N�u�H��)JJ E.L.DISEASE-EA EMPLOYEE $ 600,000.00 DESCRIPTION VUPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,it more space is required) CERTIFICATE HOLDER CANCELLATION RobertJ Reid Builders 19 Old South Road SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Nantucket,MA 02664 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE r„ O 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD r r;%�„�r)iti;,r.:u!,c!!ll�r.;!':•'llr!.:3vr�![�r./�`. •, _ •----- • Office of Consumer Affairs&Bugness Regulation License or registration valid for individul use only a T-',�iOME IMPROVEMENT CONTRACTOR a before the expiration date. If found return to: C-�-A_M,..,Registration: ; 169718 Type_ Office of Consumer Affairs and Business Regulation % Expiration. ,, 127f_"0.17 LLC 10 Park Plaza-Suite 5170 -4 __ Boston,MA 02116 SUNWIND,LLC. - TIMOTHY HOLMES=: .:_` 300 CRANBERRY HIGHWAY'' r f ORLEANS,WA 02653 Undersecretary 'Slot valid.W�itrhoutiignature I f ?A zc f -'•Fre'F. ..r Construction Supervisor 3 CS-WI26 TIMOTHYSHOMWES 16 QUARTERMA-STI RDR Il? Brewster MA 0201 0410212016 r 1 ��THETp�y Town of Barnstable 0 Regulatory Services t r F MASS $, Richard V.Scab,Director prED►aa�16 Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.b arnstable.ma_us Office: 508-962-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, 7. 2-5� ,as Owner of the subject property- hereby authorize SCJ J . , �G to act on my behalf, in all matters relative to work authorized bythis'building permit application for. I-0 (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 o . Signature of cant r Print Name Pnnt Name D� Q:FORMS:O WNMFERMISSIONPOOLS Town of Barnstable *Permit# THE .o Expires 6 mont#s from issue date Regulatory Services Feei + BABNSTABLK + M" Thomas F. Geiler,Director i639 `0� Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.maus 01lice: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY n O ( � Not Valid without Red X-Press Imprint Map/parcel Number (� ' , ( /� + Property.Address 'c� 9 S L& `1 �kr �_1 Qf SI OBIS i 5 ®Residential Value of Work 1560 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 3a Ke,5 t � /1�-a L1 e t,% �`f d j A g nn ` &A.-S o?�$ ( �e.P`e r col } aret' i- ,s Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) �] Construction Supervisor's License#(if applicable) X-PRESS PER'"''� ❑Workman's Compensation Insurance JAN 2 9 2013 Check one: ❑ I am a sole proprietor ®,I h e am.the-Homeowner TOWN OF BARNSTABLE ��❑:I Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) [� Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. `r Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Q:\WPFILES\FO uild�gpmitfbrms\QiP S.dw �i . The Commonwealth of Massachusetts Department of Indusbial Accidents Office of Investigations 600 Washington Street Boston,M4 02111 . www.mos&gov1dia Workers' Compensation Insurance Affidavit: BuiMers/Contractors/EIectiic ans/Ph tubers Applicant Information Please Print L . -bIti Nametionll�ividuai): Gt/vl ,Addre s �ea-r C �CityfS [A(S�o►n� V ' l \S Phone#_ Are you an employer?Check the appropriate bow- Type of project(regtrirecQ: 1.❑ I am a employer with 4- ❑ I am a general contractor and I employees{fall andlor part-time). * lrave:hired the sub-contractors 6- ❑New cam�ucfion Z_ElI am a sole proprietor argarfuer- listed on the attached sheet 7_ ❑Remodeling ship and have no employees These sub-cofactors have g_ ❑Demolition working for me in any capacity. employees and have workers' 9.• ❑Building addition 0 wotiaers'comp-��'4R FT71Ce comp_irmurance.1 required] 5. ❑ We are a corporation and its 10•❑Electrical repairs or additions required] 3AI am a homeawner doing all work officers have exercised dmir 11-0 Plumbing repairs or additions �uryself. [No workers'comp. right of exemption per MGI 12❑Rflof repairs insurance required.]T c. 152, §1(4-),and we have no y� [N T3?0 Sher imp l,o o workers' comp.insurance required.j *Any applicant that checks box l+l mast also falout the section behrw showing they aodres'compensatikn policy infnmn2ttion_ 1 Homeornvnms who submit this afudsvit indicating they are doing all wat and then hire outside cumG cmfs umst submit a new affidavit indicating such- FC Mtructurs that check this boor nmst attached an additional sheet showing the uame of the sub-camtxactm and sure whether ar not those entities hs[ve employees. Ifthe sub-tontmcias Uve employees,iheynnrs[pmvide their tvwke&camp.policy number- I am an employer that isprot ng wvorlren conrpsnsaffvn inmrance far my smgloyee& Below is tho polity anti job rite in,fbrmadan. Insurance Company Name: I Policy#or.Self-ins.Lic.#: Expiration Bate: Job Site Address: City/State/Zip: Attach a ccopy of the workers'compensation policy declaration page(showing the policy number and espimdon 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$1,500-0t}and/or one-year imprisonment,as well as civil penalties in late form of a STOP WORK ORDER and aline of up to$250M a day against the violator. Be advised that a.copy of this statement may be forwarded to the Office of limmstigations of the DIA for insurance coverage verffiratio I do hmvby cerqffy finder tiro pains and penalties ofpedkiy that the irrforurttr#ion provided nboua is bus and correct .5 . r— I3ste 1 1 U f Phone#: o f cial use only. Do not write in this area,to be corlrpleted by do or teiva officiat City or Town: PermitUcense# Issuing Authority(tarcle,one): 1.Board of Health y.Building Department 3.CitylI'owvn Cleric d.Electrical Inspector 5.Plumbing Inspector 6.Other Phone#: °FIKE r Town of Barnstable Regulatory Services r + BARNSTABLE, ' Thomas F. Geiler, Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 , www.town.barnstable.ma.us Office:. 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print C70B=LOCATION: 9Q ��r R Y " lArs I am r " III S _ number street c village "HOMEOWNER .' M v� 'SUDS /3 02 C7a name home phone# work phone# GURREN-T-MAILING ADDRESS: rQS Vim./ e Ptrs-to (V� M. 1�6 A 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 109.1.1) 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 procedures and.requirements and that he/she will comply with said procedures and requirements. 4�atu,eHomeowner� Approval of Building Official Note: Three-family dwellings containing 15,000 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.I -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,8 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. of TME loiy, + RARNSTABLE MASS. ,m� Town of Barnstable ArED��a Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street,' Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax. 508-790-6230 Property Owner M st Complete and Sign-"T %�S'ection If Using'A B der',i' L ; as caner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by thiXb ' ng permit application for: I (Address of J ) j I Signature of Owner Date Print Name If Property Owner is applying for ermit, please complete the Homeowners License Exemption Form on:the reverse side. ' /l•133/Dl:TT t'cl Cl1D 3A(\L..:l.i:_.._.._:�C__lcvnn r_ec.�__ ' TOWN OF BARNSTABLE Permit No. ` Building Inspector lavTT►s C Cash OCCUPANCY PERMIT Bond Issued to William Riled Address T:Ot 18, ?99 Mills Wiring Inspector Inspection date U' ? �� Plumbing Inspector f. Inspection date Gas Inspector - Inspection date Engineering Department Inspection date Board of Health ., Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �__. Building Inspector 'a Assessor's map and lot number .. �. uF toy THE 3Sewage Permit number ... 's • ST -House number ................................. r'1 y BR AG& Le • p O 16 9. 0� �F0 V a TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....Z.U.A.�.........1�.0 ...... ................................................... TYPE OF CONSTRUCTION ... ..................................................................................... .............:...........).../ .........19.�. TOE THE INSPECTOR OF BUILDINGS: The i.undersigned hereby applies for a permit according to the- following information: ..t�.G,. ,;.... k �S K!• 5 ah� s `...........t. ............... s..............Location .. r...... Proposed Use .....la�}. �.!.�(f�.......................................................................... ........ .................... ` ... ....: Zoning District ....... . ......................Fire District e�` ^ <<`�' �� V, Vl`(I.:........, . . ...... _; .............. 11........................... . Name of Owner tL1. ... . ..4 .. ....................Address .r1. `: .�!u. .�� .!! ...R `�W" 6d"'ti.. 4.� ��5 Name of Builder \�oJ ............................Address .�Jv...L..,. .�...i.'.!.[�.lS Name of Architect ..........................Address ...................................... Number of Rooms ......... ......................................................Foundation ..`,.A.�?.i`.f..�?......4p.. r�`��............'^i...... ... .... .. Exierior ..... ....1� .......t). .V' .�.4. .�......�F��1.�9r.::....................Roofing .... .. .!4.............................................................. Floors ......................................................................................Interior ...�.I. ..s ^..... ..5 .�' C.� T 1 4 Heating ..... ..`ty........ ..11.�..1........................................Plumbing ..... .-................................................... ..................... Fireplace .....0.gf...... :..... 9!.k.....5:1G.�t .....04� .� ......Approximate Cost ............ . C�......... . .............. ..... ..�2 . Definitive Plan Approved by Planning Board --------------_--_----------- ....�3. 5.. .:......./ -,c Diagram of Lot and Building with Dimensions Fee f.............................. SUBJECT TO APPROVAL OF BOARD OF HEALTHv�� 1 i 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 construction. Name-... .. ... .,. .. .... ��? .................... .,. Construction Supervisor's License '�Q. ..�. b ..(0 RILEY, WILLIAM A=82-18 25163 One story No ................. Permit for .................................... Single Family Dwelling. . ............................................................................... Location .. Lot 18, 298 Wheeler Road. .............................................................. Marstons Mills - ............................................................................... Owner ...Wi...1.....1i......am.....Riley............................. Type of Construction .....F.ram.e.......................... .. .... .. ................................................................................ Plot ............................ Lot ,................................ Permit Granted June e...8....................19 83 Date of Inspection ....................................19 Date Completed ......................................19 C) W LtL FBLA T— Assessor's.map-and lot number ...... THE d - . Q�pf Sewage Permit number �( � g�a.IC SYSTEruti ''tfl�i�� .�`` House number �?� ��I��A�.��13 A �I�lV� [� 9 BABIs"& LE, ..... ........................ JV ' 1G IT� � 00 +639• 1E�9VI R()�!MI E TAa_ Cyr''- OYPy a� TOWN OF BARNSITABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....\,�.�2.1�. .....:�� %......b..y)...l�i+.\ +.n.e.................... TYPE OF CONSTRUCTION ...�.o..� ..' ... ! ."' ...................................................................................... ..........................VIt.2 ........19.8 3 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies fora permit according to the following information: Location ..�J.�I�, l:,...1. ,r... . ......:�lA�.t�.�.4�'!!.5.......�I,��5.............................................................................. (/' ProposedUse .....().W.FdV.1.!1L ......................................................................................�..................... Zoning District ..... .........................................................Fire District .C�`�! Ck ^.V. .. .............................................S� �.. U( ........ Name of Owner �..�.� ..1.A1w�.......• .A.12..y....................Address Name of Builder ...........................Address .....l�.0.............. ��.O,.... .J.�`.'1�.?..$"�. �.�✓�t�...� . .�...R6.....�,l�:S.1;0°�5...1:1.(�. S Name of Architect `�'� \\....`10.0.5F...........................Address ..�G.k).tq(.....�.�'4 5 ................... ......... ..................................... Number of Rooms .........f?.......................................................Foundation ..c 0�?.1�.'h.l .....S-T! .r. .......................... Exterior .1.1kq......V.�•r.. .sf;,A.1.....��i. .W� .'....................Roofing .....i�.$.{��b` . ..................................... .................. Floors ......................................................................................Interior ... \ Heating 1''l'1 W......U. ........0A.. ........................................Plumbing .....C7 1.............. .. Fireplace ..... .....QVAI&....Approximate Cost ...... � 9... ...................... �.. .... Definitive Plan Approved by Planning Board -----------____--_--__- �� .S. :.........../ ��-- ------19_------. Area ............ 00 Diagram of Lot and Building with Dimensions Fee J SUBJECT TO APPROVAL OF BOARD OF HEALTH --ecv)o i 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 construction. Name.. ... ..... ...................... Construction Supervisor's License ....... LEY, WILLIAM 25163 One Story No ................. Permit for .................................... Single Family Dwelling ............................................................................... Location Lot 18, 298 Wheeler Road ................................................................ Marstons Mills ............................................................................... Owner William...Riley ............................................ Type of Construction ...Frame....................................... .................... ........................................................... Plot ............41................ Lot .................................. 7, June 8, 83 Permit Granted ........................................19 Date of Inspection ....................................19 Date,,Completed .... 1'9 .a IL 1 uJ Az 50es A�hv IYL { FPALC-OL le) .�.►' j �a APeiL 19 , «s3. f� -� v J • I�-f ,,1 n +1 10 ' A �s. i.�• M /7.83 J Zn F o o EUIE oF• wATEP_ u3cA- ilol.l Fee�2"Ae/ 4, 19 83 \ ' CERTIFIED PLOT PLANS; L IL SCALE, 1" = 30' DATE 'D(. - LOREDGE E/�1G1/V RING CO.1N - "` )�� "' CLIE14T i :�-: � �� M `��\ I CERTIFY THAT THE rz. -ri��r.f E4ISTERED REGISTERED ��` y SN011YN ON THIS PLAN IS LOCATED R0BERT G CIVIL LAND JQ0 �� eRucE ON THE GROUND AS INDICATED AND } ENGINEER SURVEYOR DR,BY# a `$ �aREbra CONFORMS TO THE ZONING LAWS F.. 049—_,.4t , MASS. 712 M A I N 'STREET �" CK OY� —„� K � oe (P-Ss0'01,G nA;ED ter,, ors A.WT , ,Q), } H YA N R IS, MASS. 8HEET r OR "° suR14y d 'TE 0. LA D SURVEYOR 'r :� STAMP: IMPORTANT - UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING 01 ' SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEP' ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED r NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL �. PERMIT DOES NOT SATISFY THIS REQUIREMENT. til r. 0❑ — JAN 06 2017 z � s W 7'ovvp'°0°, r� � �M,OrKE DETECTORS REVIEWEDLJ o� X m6 S� B,ARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE 00 RnTHS1r.A1.4T11RES ARE F lA" LU 298 WHEELER ROAD U o 0 NEW ADDITION FOR THE YOUNG RES11DENCE MARSTONS MILLS, MA. 02648 Z o O EE ocCE LUU) :ABBREVIATIONS J GENERAL NOTES (See also Project Specifications): B. Existing surfaces disturbed during the couree OF the Work shall be reconstructed and SYMBOLS SCHEDULE OF DRAWINGS Q O Z w Finished to match adjoining surfaces. Patched areas shall be finished in such p manner as to provide visual and structural continuity across the entire affected surface. An. ANCHOR BOLT JT JOIN T-1 TITLE SHEET ,1 AF.F. ABODE FINISH FLOOR LAG LAG DOLT 29 NOMN APPOR � N I. The General Conditions state that the Contract Documents are complimentary. 9. All voids created or surfaces disturbed resulting From cutting, removal or installation of I ACT AcqusrluL TILE IAn. LAnINAre A-1 FLOOR PLAN/ELEVATIONS z z elements as t of the Work shall be Filled and Finished to match ad'oinin Construction. ALUM ALUNINUn LAv. uvATaar DO 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site PXN J g ' ANOD AtawZED L LENGTH gi Y QyX>u a AT nFA MANUFACTURER SECTION INDICATOR-LETTER.IN A-2 FRAMING PLANS/CROSS SECTION . and establish existing elevatims. Elevation of finished Floor shall be established by 10. Except as provided in the Documents, no structural member or element stall be cut .� Bsnr eASEnEIr n.o, n r OPENING 2 TW HALF OF CIRCLE INDICATES 1..L1 N N BIT BITUMINOUS MAT. MATERIAL THE SPECIFIC SECTION. TI4E Architect with elevatim information provided Surve ar. without written approval of the Architect. The General Contractor shall coordinate all A-c NUMBER AND LETTER IN THE. -L ry P by Y SLOG BLOCK MAC MAXIMUM BOTTOM HALF INDICATES THE cutting ad shall advise the Architect or any potential conflicts with new or existing 1 I Buca BLorxlru MIN. MINIMU ICAL p I�� 1--- 3. The General Contractor is responsible For all the work. structure. eorT mrrat MIN. MINIMUM {4� A.Build and Install parts of the Work level, plumb, squana and in Correct position. �.B.O.N. Barran OF HALL MTO. MOUNTED ,48.8 NEIN'S.4. ELEVATION B. Make joints tight and neat. IF such is impossible, apply mold) s, sealant w other II. Demolition work shall Only be carried out once all temporary sharing and bract Is in : BM BEAM NO NUMBER .A- 49.5 EXISTING''Par ELEVATION J g P PP Y ng Y PO aY g bracing SLOG BUILDING Hen. NOMINAL LEVEL LINE OR WORKING Joint treatment as directed by Architect. place. Removal OF all temporary supports shall be Completed only after new work Is secure CPT CARPET N.I.C. NOr IN CONTRACT I �' POINT fSMT CASEMENT N.T.S. NOT TO 9G1LE C. Under potentially damp condlUans, provide galvanic Insulation between different old complete. CK fJwLK(ING) O.C.. ON CENTER ' 101 ROOM NUMBER metals which are rot,ad scent an the galvanic scale. ••' CLG CEILING XAI OVERHEAD J g 12.All materials, ecptipment and workmmshlp shall conform to the recptirements of. I Cloy CLOSET OPNG. .OPENING O DOOR NUMBER D. Apply protective Finish to parts of the Work before concealing them. For example, authorities having Jurisdiction OF the Work. COL COLUMN PNr. PAINT coat. raNcaere t O WINDOW,TYPE paint door.tops, bottoms, glazing stops, glazing rebates,'and hardware cutouts before Fro PAINTED ' hanging doors, and paint Corrodible mounting plates before installing parts war them. 13. All maleriala and ecylpment shall Comply with the Occupational Ecrety W..J::::o::h Act, CHU CON TRUE NASDNRY UNIT PNL PANEL Ca19T. CONSTRUCTION PART. PARTITION � WALL TYPE � E. Where accessories are re�ufred in order to Install pants of the Work In usable form Including all amendments. CON CONTINUOUS PL PLATE t and to make the Work Perform y, p �' 14.All materials and g u CONTROL/CONSTR.JOINT Pug. PLASTER 0 proper) reside such accessories. IF special tools I REVISION HARK TITLE: are retwired to maintairn, adjust and a pr ecrylpment shall conform to the requirements of Outhor•:::re ravin CTSK COUNTERSUNK P.LAM. PLASTIC LAMINATE J repair oducts, provide them. jurisdiction regarding 1 DET. DETAIL PLBG. PLUMBING F. Follow manUf=tarer'e If etf UCtim9 for assembling, Installing old adjusting products. J eg Tlg not using Or IMSLOIIIng a9be9t09 an a9be9t09-Cmtainirng.T.OLerlal9. ; ON DIAMETER PLTWO PLYWOOD g J g Pr 0 Do not Install DIM. DInENSI. P.T. DUARR RE TREATED .CONCRETE-PLAN OR SECTION products In O maVnef Contrary t0 the manUfactUfef'9 IneLTYCLian9 19.All pant Used an all pfOdUCt9 and assemblies Shall conFann�to A.N.s.l.�!d..l, DR DOOR O.T. QlA{tRY TILE I unless authorized In writpng by the Architect.' spl im.ation. far Point,and Coatings Accessible to Children to Minimize Dry =ilm Toxicity. DN COVDLEHUNG REDD REaUIRED BRICK-PLANS OR SECTIONS G. Adjust and operate all Ito—OF equipment, leaving them fully ready for Use. OPHR DRAWER REP. REFRIGERATOR ® CONCRETE BLOCK PLANS OR SEC. t6. All warranties, guarantees and service maintenance agreements shall corrsmen_:�on the DWG(S)ORANIING(S) REV, REVISIONS TITLE SHEET N.The d(vi91an of the DDCUTCIIL9 into Architectural, structural,VC[ural, Electrical, McChaniGOl, UP DRINKING FOUNTAIN R RISER ® PLYWOOD Plumbing aid Civil components is not intended as division of tine Work by trade m date OF substantial Completion aF the Work or of the Item befog guo•mT.aed, winichever Is DM` 0I5—WER l RD ROOF ORA. later, ro that*the Owner may receive Full use OF.the item for the guar'',e.c �r w,mty REC. ELECTRICAL, RM. Racrl ® STEELt LARGE SCALE Otherwise. period EL ELEVATION R ROUGH OPENING I. Provide utility Installations Fran lot line to house Including undergrzIund electrical, 'EIPV. ELEVATOR S.O.ECT. SECTION ® ROUGH LUM8ER , water, tale hone and CATV to comply with all local Codes and re Irements. 17.GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRL:":!ON. ! EMER EMERGENCY SCHEO. scNEDULE p P Y qV Ea EQUAL' SPEC. SPCCIRCATIONIS ® FINISH LUMBER J.Concrete shall have Compressive Strength of 3000 psi @ 28 days For walls and A. Seal cracks and openings to make the exterior skin OF the building tight to water and I Mr. EXISTING SL SIDELIGHT I w EXG. STD. STANDARD INSULATION-RIGID 3300 psi®slab work, and reinforcing rods 6 woven wire fabric(WWF) per drawings. air entry. CJ "PANSION JO,T SIP WELFIPOLe Where noted, provide hard steel trowel finish an slabs. B. Provide adequate blocking, bracing, milers, fastenings and other supports to Install Ex• EXPOSED. STL STEEL ® INSULATION-Ewer DATE ISSUED: Err. EXTERIOR SUSP. SUSPENDED DanpprooFing sFnll be Factory manufactured semi-mastic consistency from asphalts ports of the work securely. Blacking, bracing, mailers, Fastenings and other Supports , r'ul FMISMED EARTH 11/24/OB and mineral Fibers, and Installed on oil walls and Footings. shall be of a t T 3 THIu g type hot subject to deterioration on weakening a9 the f¢sU1l Of F. FIRE AHED TIC TOPIBORaM COMPACT. REVISIONS: Piers for decks sFnll be concrete filled Sanotube Forms. erivlrohmontal conditions or In P.B.O. FURNISHED BT OER TIC TONGOF GROOVEFOUNDATION aging. ;, F2 FIRE EMINGUISNER T.O.F: TOP OF FONNDATION WELDED WIRE MESH C. Perform cutting and patching For all trades. Patch hales where ducts, conduit, pipes FL F=11,NG1) T.o.W. TOP OF WALL - 4. The General Contractor shall verify all dimensions at the site and shall notify the I FT FLUaRF�clsar ' Architect OF my dire ties berwe proceeding purchasing and other products pass through or are being removed From existing cons4-Uetion. FL I „ T TREAD PROPERTY LINE pan proceeds with the work or Msl materials rn. TYPICAL of ent. VertF critical dimensions in the Field before Fabricating items which must D. Provide choose, Furred sp=es,'trenches, cwere, pits, fOundgtlm9 ad OLFIef I FTO• POSTING UNFIN. UNFINISHED CENTERLINE egVoinn y ng END. FOUNDATION V.I.F. VERIFY IN FIELD construction required iri'canJuhetim with the Work. IF such construction IS not FURR FURREO(IN6) Fit adjoining construction. vIN VINYL ' shown on the Drawings, coordinate with Arch(tect for sizes ond placement. G GAB vcr vwrL rvnloslTlal TILE 5. All details are typical unless otherwise noted and are not necessarily shown in the E.,Provide and coordinate access doors and panels as recrylred for access to ecryipment GALV. GALVANIZED vwC vwTL WALL CwMNG . tic GENERAL CONTRACTOR He WATER CIDSET Documents at all locations where they Occur. requiring adjustment, inspection, mointenance or other access and as required For=Coss GL GLAs:VGIAZINC. W WIDEiw.pTH 1 to spaces not at accessible, such as attics and crawl spaces. GR GYPSUM , wITH I Oe e'L� 6.The Architectural Documents govern the location OF all Electrical and Mechanical Items ,I GTP.BO.GYPSUM BOARDwe Installed as a port Of the Work. F. Check Drawings and manufacturers' literature Far reayirements Far base., pad., and NOBD HARDBOARD W.W,n. WITHOUT IRE nESN I: other supporting structures. Provide such structures. Remove supperi:rng structures NOWD HAROHDOO ND Hoop DRAWN BY: c 7. Fxlstin items which o•e not to be removed and are damaged Or removed in the Course associated with removed e i ent and,patch remain surfaces. HVAC NELTING,VENTILATING, - y g ag qp pTl'1 Pa �g I I AIR CONOITIONING' i5yyp$1 of the Work shall be repaired and replaced in like new condition without cost. G. As port of me year warranty specified in the General Conditions, repair cracks and NOHR WARDHARE {e pJ D I�1 V b PROJECT#: other damage which occur as a result Of settlement ad shrinkage HGT HEIGHT p� kage during the First year -Nr HOLLOH METAL 1 I 0 after substantial Completion. INSUL INSULATION DRAWINGS ARE 18. All work s^h 'iri INT. INTERIOR Farm to the applicable sections of the Massachusetts Stclo,Building JT JOINT DRAWING NO.: $ Code, .�ar residential protects, particular attention shall tie ?aid to Chapter REPRESENTATIONAL ONLY 36 - e ---F T Hy Dwellings, especially Table 3606.2.3 °Fastener'_i-:;ns M. Far structural D O N 0 T s Members.. .. SCALE . TI DRAWINGS a I _ H0 m 5 YOUN6 298 P,,OAP W mm\,51TON MU5 W AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone NAILING SCHEDULE SUMMARY OF CONSTRUCTION REQUIREMENTS Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) SHEARWALL PANEL V I.1 SCOPE LOADDEARING WALL CON 90ON5 STANt7ARl7 FPAMING CONNECTION REQUIREMENTS: LATERAL(#16d COMMON NAL5) 2 x 5 WIND SPEED(3-5rC.GUST) 110 MPH X � /�z"PLYWOOD NAILED WITH 8d COMMON OR GN-VANIZED OOX NAL5 AT r WIND EXPO5119 CATEGORY D X NON-IAA17 ARING WALL CONNECTIONS 12 6"O.C.Af fHE EDGE5 AND 12"O.G.W THE FIELD. U) FOLLOW�0111�MENfS 0�TADI E 2 FROM WFCM MANUAL. LATERAL(#Ibd COMMON NAL5) 2 x O 1.2 APPLICA3ILITY LOAD MAKING WALL OPENINGS 5_71 IV12'PLYWOOD NALED WITH 8d COMMON OR GALVANIZED DOX NAIL5 AT J FLOOR CON5TPdC1ION MQUIREMENf5: NUMME OF 5TOME5 2 5TORIE5 5 2 5T=5 X H:A P 5FAN5 7.ft 0 In.5 II-R X V121 4"O,C.AT THE EDGES AND 12"O,C.IN THE FIELD, Y S ROOF PITQi 11 1_I2 512:12 X SILL PLATE 5PAN5 6 ft b in.15 II-ft X V FI15T TWO J015f 13AY5 OF THE FLOOR FRAMING FROM EACH LADLE END MEAN ROOF KICw 20 R 5 55' X FULL MCK 51UP5 3 X 15'12'PLYWOOD NAILED WITH Bd COMMON OR GALVANIZED PDX NAL5 AT f0 DE DLOCKED WITH TJI DLOCKING OR 2x LUMBER 4 ft ON CENTER FOR PULP1K16 WIDM,IN26 ft 5 80' X NON-LOAF PEANNG WALL OPENIi ICS 12 3"O,C.AT a EDLE5 AND 12"O.C.IN THE FIELD. WT DUILPI%LENGTH,L 27 ft 560' X IEAJER5PAN5 4 ft 9 m,512-R X i r-- - THE LENGTH OF THE J0I5f, 5I EATHING TO DE NAILED IN ACCOWANCi DIID DING ASPECT RlQIO(L/W) I.Ob 5 3:1 X SILL PLATE SPANS Oft O In.512-ft x NOTE:FOR PLYWOOD 5WAR WALL5 LI5i 19 ADM.8d COMMON OR W WITH MOLE 2 (8d NAL5,6"SPACING Af THE WCZ5 AN1712"SPACING IN NOMINA.HEIGNf OF TALLEST OPENING 6_8"5 6'8" X FLLL Fwir 51Lv5(N0.0P 5TLX15) 3 X GALVANIZED PDX NAL5 -(0.131 z 2Y2")• GUN NAIL5 THE NAL THE FIEL17). EXTERIOR WAIL 5HEATHN6 TO RE515f LFLIFf AND 51 EAR 51MU"fAlEar-I Y DWMETER AND LENGM MAY PE USED AS A SLDST1TUfE. O 1.3 PRAMING CONNECTIONS IAINIMUM DUILDING 171WN51ON(W) NOTE:ALL PLYWOOD TO FE RUN MERTICA"FROM 51LL PLATE TO AT a 5HEAIHNG TYPE WSP X NERAL COMPLIANCE WITH FRAMING CONNECTION5 X FEIG4f OF TA"LE5f OPENING 6'8" 5 6'8" X EXTERIOR WALL REQUIf�NIENTS: GS LEAST 2"INTO TMSECOND PLOOM PDX ON TWO STORY PUp.DINGS OR t0 2.1 FOMPATION EDGE NAIL 5PACING m.6 X THE DOlp E TOP'PLAfE IN 5INa.E 5fORY FUILDINCb, USE 2 ROWS Or ALL EXTERIOR WA L 511105 f0 DE 2x6 AT I6°ON CENTER, THE 170UDLE FOUNDATION WALL5 MEET REQ,Or 780 CMR 5404.1 CONCRETE N/A FIELD NAIL SPACING 12 0. X. NAIL5 SPACED 3"ON CENTER 5TPGGERED AT THE TOP AND DOrfOM OF N0. REVISION/ISSUE DATE fOP PLATE5 ON ff EXTERIOR WALL5 TO HAVE A MAXIMUM 5PLICE LENGTH 5WAR CONNECTION(#Ibd/ft) 3 x I EACH PLYWOOD SHEET PER FIGURE 4 IN THE CHECKI 15f, OF 4 FEEf AND 5PUCE5 f0 DE NALEI7IMTH 10-Ibd NAL5 IN 2.2 A CHORAa TO FOUNOATIONI.3 PERCENT FULL-H51a tr 51 EATHNG 49 r. -XI ACCOROANCEWITHfAPLE6IN THE WFCM110/6DOOKLET. 5/8"PNCHORPOLTSIMOEDDEDOR5/8°PROPRIETAKY -97 FOR OFENING5 >6'8" x SOLE PLATE CONNECTION'SCHEDULE MECHANICAL AICHOR5 A5 AN ALTERNATIVE IN CONCRETE ONLY DUILIANG DIMEN51ON(L) HEICWOFfALESfOPENING 6'6" .56'8" X PROJECTADDRESS: ROOF FRAMING MQUIREMEN5: DOLT SPACING-GENERA. N/A In.ox. N/A 5HEAIHNG TYPE w5P X DGLf5PACINGFROM ENO/JOINT OF PLATE N/A in.56"-12" N/A EDGE ML5FACING 4 in. X CONNECT.ION.TO.FLOOR RIM BOARD " RAF1ER CONNECTION fO THE TOP PLATE:REQUIRE5 9MP50N H2.5A POLT EMBEDMENT-CONL91E N/A In.2 7" N/A FELD NAIL 5FACING 12 in. X , HURRICANE CLIPS WiTH 2X BLOCKING BETWEEN J015T 6AY5 f0E NALED TO PLATE WASHER(PI(5) 2 3"X 3"X u" N/A 5HEAR CONNECTION(#Ibd/ft) 3 X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 2981M EELE�ROAD PERCENT FLLL-HEIaifSHEAfHNG 24 7 X MAP5TON MILL5 THE P.AFTER AND TOP PLATE WITH 7-I0d NAL5 PER DAY. IF BLOCKING 15 5.1 FLOOR5 -97 FOR OPENINGS >6'8" X 6 12 (3)-16d COMMON NAILS PER 16" NOf DE5IRE17,51MP50N H-10A OR H-14A HUWJCANE CLIP5 CAN It FLOOR FRAMING WMDER 5PAN5 0•ECKEO X WALL O.ADDING SUBSTITUTED AN17 IN51A-I-EO ON EVERY RAFTER WITHOUT BLOCKING. ALL MAXIMUM FLOOR OPENING DIMEN51ON 0 ft 512-ft N/A MATED FOR WIND SPEED? X 4 (3)-16d COMMON NAILS PER 16" CLIP5 TO It IN5f&L IN ACCORiWANCE WITH 51MPSON MOIJIMMEW5. FILL i Clair WALL 5RM AT FLOOR OPENlNC45 � APA POMiAL WA-L5 AID/OK WIND M51CN 51•EAKWA.L5 MED NO V 12 LE55 THAN T FROM EXTERIOR WALL X MAX.FLOOR J015f 5EfPACK5%PPORTING 5.f ROOFS 57 COLLAR 11E5 A REQUIRED IN 1HE UPPER iHIRi7 OF THE ROOF RAFTERS (4)-16d COMMON NAILS PER 16" ANP ARE TO DE NALED WITH(5) IOd NAL5 PER 5117E OR U5E 51MP50N LOAD FEARING OK 51 EAR WALLS N/A R 5 d N/A ROOF FRAMNG MEMFER SPANS DECKED? X IZ MAX.CANTILEVERED J0156%"OR(ING R09 OMEN, Ili I .R 5 5MALLER OF 2-R OR L/3 X � 'N L5fA 18 5TRAP5 FROM RAFTER TO RAFTER OVER THE RIDGE P0A37. LOAD DEAZING OR 5MAR WALL5 I R 5 d OK TKU550R RAFTER CONWC110N5 ATLOA7 DEA:ING WALL5 I FLOOR DRACING Af ENOWALL5 X PROPRVT W CONNECfOR5 ', ! ROOF 5HEATHING TO M NALED U5ING 8d OR EQUIVALENT NAL5 6"ON FLOOR 5HEAfHN6 TYPE X UPLIFT U- 903 Of x 1; CENTER Af THE WC65,6"ON CENTER IN 11•E FIELD. TFE FIR5f TWO DAY5 FLOOR 51CATHNG IHICKNE55 3/4 In. X LATERAL L- I�6 OF X " PVWEEN RAFTER5 ARE REQUIRED TO M BLOCKED 4 FEET ON CENTER AT FLOOR 51ifA1MNG FA51ENING 5WAR 5- 77 Of X M c K E N Z I E 8J NAIL5 AT 6 in,EDGE/ 12 In.FIELD X RIDGE5TRAF5(If COU.ARTIE5 NOT U5ED) To 412 OF X ENGINEERING ALL LADLE EN05 PER THE WFCM. LADLE RAKE OUOAOrfR I R 5 5MA-LER OF 2-R OR L/2 x j 4.1 WALLS M1550RRA SRCONWCiION5ATNON-LOADDEARINGWA-L5 9CONSULTANTS UMIfAT10N5 ANP CONTRACTOR M5PON51DILI11E5: WALL Fftflf PROPREfARY CONNECTORS LOAPMARINGWA"L5 8 R 510, x UPLIFT N/A 1279 MILLSTONE ROAD NON-LOAPMARINGWA.L5 1 R 520' X LATERA.(#I6dCOMMONML5) N/A SHEARWALL CONSTRUCTION THE CONTRACTOR MUSE REFER f0 THE LADLES ANI7 FIGURES ATTAIN THEBREWSTER,MA 02631 WALL SN7 SPACING Ib w s 29"a,c. X 'ROOF 5HEAIHIN6 TYPE W5F X 774 353-2144 WFCM 110 MPH EXPOSURE D DOOKLEf FOR ILLU5TRA11ON5 ANI7 WALL 5fORY af%T5 N/A ft5 d N/A ROOF SHEATHING THCKNE55 7/I6 tn.t 7/I6"W5P X REQUIREMENTS 015CU55W WITHIN THI5 SUMMARY. ALL CONNECTION5 AND ROOF 5KAVIN6 PA5TENGN 8d 616 - X I ALL SHEPRWAI LS TO WAVE DOLDLE TOP PLATES AND DOLDLE 2X STUDS AT EACH NALING MU5T MEET THE MQUIREMEW5 HEREIN ANP A5 ILL1.15MfE19 IN 4.2 EXTERIOR WA.L53 NLV5: END OF THE WALL. THE DOOKLEf IN OWER TO DE IN COMPLIANCE WITH THE PULPING CODE. WOOD 51U75 I.TH15 CICCKLI5f%ALL DE NET IN Its ENfIRMY TO COMPLY WITH a WOUIREMENf5 OF LOAPMARING WALL5 2 x b - 7 R 6 tn. X 760 CMR 9501.2.1.1 ITEM 1.IF THE CHI CM Sf 15 MET IN IT5 ENTIRETY TI•EN litFOI.LOWNG 2"PALE NAL DOLI61 E TOP PLATES W/Ibd NAL5 AT I6"D.C. THE CONTRACTOR 15 M5PON510LE TO ENSURE Al CONNEC110N5, NON-PEAKING WALL5 2, b 10 ft b in. X METAL 5fRAP5 AND HOLD 001445 AM NOf REQUIRED PER THE WFCM 110 MPH ETUDE: NALING,AND ANCHOR DOLT`5 ARE VISIBLE TO THE IN5PECTOR AT THE TIME LADLE END WALL PRALINE 5-NAILING OF 5HEATHNG TO DE CONfINICD APOVE AID DELOW ALL OPENINGS IN � o a.5TEf9 STRAPS PERYIGIIRE5 '�SHEARWALL. ^� . OF tHE FRAMING INSPECTION/FOUNi7A110N INSPECtI0N,11 E FLLL HElair EWWA-L 51UO5 x 6.20 GAGE 5W5 PER FM 11 CONTRACTOR MU5f REFERENCE THE 51MP50N 5TRON6 flE C-2014 6YP5UM CEILING LENGTH 100 %a 0.9w X c.UPLIFT STRAPS PER FUM 14 4-ATTACH 190U LE 2X 5W5 AND PULE-UP CORNER 5TUO5 AT%fARWA-L.EN125 WITH CATALOG FOR Al 51RAP,HANCM,ANP TIE IN5TALLAWN REQUIREMENTS I X 3 CEILING FLING 5TRIP5¢16"5FACIN6 WiTH 2 X 4 d,ALL 51MAP5 PER PIGIIRE 17 (2)Ibd NAL5 Af b"O.C.FOR Af11C/SECOND FLOOR SHEAWPU 5 AND C Z)Ibd a1.,�0 3 s /b NA ANO LIMIfA11ON5, TH5170CUMENf ANP THE ATTACHMEW5 A5 WELL A5 A DLDCKIN6PLAT 4 ft SPACING IN END JOIST/iKU55 DAY5 X e:TOM 5IL SND PLATE I.D DOWNS PER FIGURE ISO AND FIND 1813 NAIL5 AT 4"O.C.5fAGCERED FOR FIR5f FLOOR 5HEARWA-L5. COPY OF THE WFCM BOOKLET MU5f ACCOMPANY ALL 5ET5 OF PLANS DOl63LE TOP PLATE 2,THE OOffOM SILL 1'I ATE IN EXTERIOR WALLS S1MLL PE A MINIMUM 2 IN,NOMINAL SPLICE LENGTH 4 R X THCKNE55 PRE5W TREATED#2-61WE. %I3MIfTE7 TO THE BUILDING DEPARTMENT AM7155UEP fO THE 5PLICE CONNECTION(#1617 COMMON NAL5) 10 X 3.5EE CHECKLbf 5HEAKWA-L CON5TRUCiION MrAIL FOR 5WARWA.L COWMX110N KING AND JACK STUD REQUIREMENTS CONTRACTOR/%XONTRACTOP5 UNLE55 THE PLAN5 ARE UPDATED WITH I KM5 ANP PE%5 THAT REFLECT THE RE0IREWN5 5fA1ED IN 1H15 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY rlM i10U785 AND WAS BASED ON THE FLOOR PLANS AND #OF KING AND JACK 51UD5 AT OMNIN65, U5E 2K,IJ IF NOT 170CUMENf ANO AffACHMEW5. ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE X K,X J NMV OffPM5E JOB#: 16-093' SHEET REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITHITHE DATE: 03.17-2016 CS Q REQUIREMENTS OF THE WIND DESIGN. _ I L_ •. --._.-- SCALE: NONE CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM t!� yl I.FROM TAL'LE510ANP11MCM MANUAL 110 MPH W.a�NVLOCAnouoFWALL \OOORCOND FLOOR AND INTERIOR HOLDDOWNS FOUNDATION HOLDDOWNS W SHEATHNG AND WLVING A5PECT RATIO,DETERMINE PERCENT PLLL-1'EICW 9 cA1HNG LSfA STRAP I6"O.C. 0 AND NAIL 5FACIN6 REQUIREMEW5 (PER GSA) 16 COIL 5TRAP W/(26)8d (0.01 x 2Y2"LONG)NAZIS VM 51RAP APPLIED N7U4-5CJ52.5 W/55if120 ANCHOR Oaf PLACED WORE FOUR,AffALH f0 F NVA110N 2.W001 SfRflC1URAL PANELS HALL BE MINIMUM MICKNE55 OF 7/I6"AND BE TL 0 2X FRAMING MEMDER5.PROVIDE HALF OF TI'E NUMBER OF N&5 SPECIFIED ®W/APPLICABLE ANCHORMATE.USE CN Wg COUPLER NUf BETWEEN ANCHOR f AN9�" Z ROOF EAh1 NG AlCfi E OF STRAP, CUT SMALL SLOE IN FLOOR SHzATHNlG AND ATTACH STRAP f0 THREADED ROD INTO HOI DOWN. INSTALLED AS POI LOWS: RID6e DOARD/DEAM EAM 0 W DLOCKING IN BETWEEN TJI FLOOR JO15f5 IN FLOOR FRAMING BELOW. (5) IOd N1A1L5 NECT DLO G f0 fJl JOISf WEDS WITH HJ5 412 FAZE MOUNf HANGER, PROVIDE HJUB-W52.5 W/55ID28 ANO'IGR DOLE PLACED BEFORE FOUR.A f0 FOUNmAiIONa, PANEL5 SHALL DE IN5TALLED WIM 5TRENGTH AXI5 PARALLEL TO 5TUD5. EALFi END ER DLOCRWG fJl JOISt WED PER MANLPACTURER'S SPECIFICAT10N5. W/APPLICABLE MICHORMATE.LISE CNIWe GOU'LER NIUT DETWEE CNOR WL AND e'b.ALL HORIZONTAL JOINIfS SHALL OCCUR OVER AND DE MAILED f0 FRAMING. 11'1�AmEl ROD INIfOI'IOI,DOWN. C516 COIL 5 W/(26)8d (0.131 2Yz"LONG)NA1L5 WiM STRAP APPLIEDON 5INGLE 5fORY CON5TRUCTION.PANNEL5 SHALL DE AffAOW TO DOfTOM + +++ +++++ TLY f0 2X FRAMJN MDER5.PROVIDE HALF OF TFE NUMBER OF M5 5PECINED I5 WUI4-5052.5 AfTACKVTO 60 DOUGLA5-FIR PO5f W/ 00 ANCHOR DOLE FLACEDPLATES AN7 TOP MENDER OF iH DOU3LE fOP PLATE. CH END OF STRAP. SMALL 51 Of IN FLOOR SN AIHING MR7 ATTACH STRAP f0 DEFORM POWt.AifPLH TO FORM WORK WtM N'PLICADI E CHORMATE,USE CNW I"5EE ALTERNATE DEAM ORLW BLOCKING DETWEENTJI FLOOR J015f5IN FLOOR PRAMINIG BELOW. COUPLER NUT BETWEEN ANCHOR DOLT AND I"Tie ROD IWO HOLVO+NN,d.ON TWO SfORY CONSTIa ICiION,L6'FER PANELS SHALL DE AftAO ED f0 TI E NECf fAALKING t0 TJI J015 WEDS WITH 1915 412 PACE MOUNIi HANGER. PROVIIETOP MENDER OF 4E UPPER DOODLE TOP PLATE ANP TO DMZ/J015r AT ROOF RAFTER PER PLAN ER DLOOJNG IN TJI JOI5f WE ER MANUFACTURER'5 5PECIFICA11ON5. WrTOM aF PANEL.UPPER ATTACHMENT OF LOWER PANEL SHALL DE MADE f0 ,�/'� DANP J015f ANm LOWER ATTACHMENT MADE TO Wht5T PLATE AT FIRST FLOOR ALTERNATE:ATTACH OPPOSING RAPTER5 v/ FRAMING. BELOW RIDGE REAM OR RIPa DOAW WtM 2 x 4 LEGEND J O COLLAR TIE A5 SHOWN. RIt7a 5fRAP5 NOf e.HORIZONTAL MAIL 5FACING AT DOUBLE TOP PLATE5,BAND J0155,AND REQUIRED WrEN I151N6 A COLLAR TIE. p PERFomfe 51fAP.W&L. WNLE PLYWOOD ABOVE AND BELOW Q S GIRDERS 5PKL DE A DOUBLE ROW OF 80 5TA66EMP Af 5 INCFE5 ON CENTER Qj %tARWPI-I,TYPE • IO AFWALL HOLDDOWN TYP i OPENING VVI1N NAILING Cbt 171NG f0 SPECIFIED 51 ARWALL TYPE. Z PER F1=5 DELOW:VERTICAL AND HORIZONTAL NWLING FOR PANEL O j ATTACHMENT RAFTER TO TOP PLATE L lO 54•EAKWALL GRIDLINE -4- 51•E ALL I X K,X J �OF KING AND 51UD5 AT OPENINGS � V VERTICAL AND MORIZONTAL NAIUN6 FOR PANEL ATTAG1111ENr I W PROFILE VIEW O W11ENT11I5E06ERE5775 ON (SUBS VIENTTOAPATT•100FBV n 0 ENGINEEREDWOODASSD/ I... � FRAi'IIN6 USE 8d NAILS AT 6"oc. ROOF%EATHNG EDGE NWI NNl(n Rll'1DOAPD Q a 2X DIACKING DETVc:eN DOODLE TOP PLAT ' RIND ARD yNEATl1/NG Pll-l-ff(NOTCH POR (IF P.EOUIRED) NO. REVISION/ISSUE DATE VENTILATION IF REQUIRED. 11/N 3"X 11-1/4"11E R OR A5 PEGIPI 2 REFER TO AR0,11TECTURAL 1-5TA24 5rRAP PLM15 FOR MORE INFO.) L5rA24 yrRAP(IN OF F1 Gt OF (JN51DE FAGS OF WALL) o ' WALL)HEADER TO(2),x6 CZ)ZxG 11EADER TO(2)-2x6 --IPASTENrovPLArero PROJECT ADDRESS: W o HEADER Wlrl7 l2)ROWS OF lGd FAyrEN yrtfArl1/N6 TO ER 4 BOX NAILS IN-' 6RlD P (1F NEEDED),PANEL 298 WHEEI M ROAD Q A5 SHOWN AND 3"O. .IN LL EO6E5 51iALL OF Z 6 FRAMING MP,5foN M111.5 �c FRAMIN6 C5TUD5,D P, 6 DLOGKED,AND -- j / H2.5A(INSTALL PRIOR f0 1%y"yTRUGTURAL 5/LL5)TYP. J/ BLOCKING AN12 PLYWo017 OCCUR WIr of 24"OF 12OLOLE 2X TOP PLATE 5 EATHING)ALTERNATE:H2A j'/WEL yl1EATl7/N6 I MID-11e16r1r HAWALL. 91 IN MIN.2"x2".?/6' LATEWA51T R BLOCKING 51TALL DE 5T1TD14/YOLDOWN BEAM NAILEDWlrl1(3)iGd DOUBLE E06E (IF SHOWN ON PLAN) SINKERS �----PANEL NAIL 5PAG1N6 14 5T11D14110LDOWN V. eye'DIA ANCHOR DOLT ELEVATION VIEW (�"M .EMDEDMENr) 50,ff. EL-EVATION R00r RAFTER NOT TO M c K E vN Z I E 2X0LOCKINGDETWEEN PER PLANMOMENTFRAME ENGINEERING RANER5(NOTCH FOR CONSULTANTS VENTILATION If REQUIMP. EmGE NAILING swcw n•Livn•cmlm"mcmm ° o ° REFER TO ARCHITECiURAL GONSrRUGTlDN NOTES., FLANS FOR MORE IN�OJ PROVIDE PLATE AND FljTcH P l (U STee-�"x ll"W/(2)LVL l�j",n,�„ �/iN�L )WeLDDASEPLArESroveRrlcAL 127E MILLSTONE ROAD 2 PROVIDE PLATE �,e oneNrcoNNecnoN. BREWSTER, MA 02631 AND MOMENT DE STEEL P05T5.P05T5 TO W N 0 FADRIGATOIPTO D TTAGIIEP-ro wNGRETE (774)353-2144 W ° PROVIDE DETAL GONNEGTION. p e DGU�E 2X TOP PLATE FADRIGATOR TO FOU DATION W1T11(4)q"Tl1READEo FRAMlN6 A1EA1DER5' PROVIDE DETPoL ROD M 5Il'1P50N SET EPDXY o�c EDGE INTERMEDIATE ° Wlrl1 IV' lN.EtlPEDMEN7- ' FUTCd1 PLATE(!)5TeeL J"x 1l"W/(2)LVL l"x ll�" H2.5A( 2)GOLUM TO DE 5PLlT AT BEAM N AN12 PRIOR /155 P05T A5 5PEG/FIED L OGATlONS D 3/4"PLATES TO wo � BLOCKING MB7 PLYWOODO li55 P05T A5 ° c 3/8" 5WATHNO ALTERNATE:112A 2x 5rup SPEGIPIE BASE PLATE A5 SPEGJPIED DE USED TO NEGT GOUJMNS E EAM 07 Br PE MOMENT NNEC-1 ION. D O ° O ° O ° ° ° ° ° ° BASE PLAT A5 �GONTRAGTO9 TO RIFY ALL r eo a, 0 3/Z'�lro 5P PIED 0xx DlMENSlONS PRIOR PANEL GONSTRUGTION. PANEL DOODLE NAIL EDGE 5PAG1N6 DETAIL :q '''_ JOBit: 16-093 SHEET DATE: 03-17-2016 CS 1 .1 SCALE: NONE ) STAMP: 1 REMAIN ARCHITECTURAL STYLE IX. CHIMNEY TO NEW (' ASPHALT SHINGLES ALL TRIM TO BE PVG I'•" I APPLY TO ALL WIWDOWS 6 ' -- DOORS, CORNER BOARDS, RAKES, ETC. REUSE EX.,ALUMN. GUTTERS ALL AREAS ON —_ IxB FASCIA BD5. EXISTING DECK EXISTING STAIRS ❑ i��_Ix6 CORNER BDS. RELOCATED NEW PRE-STAINED Ix5 CASING-TYP. W.C. SHINGLES _ L.C. COPPER FLASHING DECKING MATERIAL 4 ON 2x2 DRIP CAP ON RAILING SYSTEM _... - Ix IO SKIRT SO.- TO MATCH EXISTING A CONTINUOUS iV �- ❑ CROWN MOULD FLASHING CAP N Z •o o EX. EANING �++ n z G.0 TO FIELD jo m U VERIFY IX. in WHIRLPOOL NEW DECK WINDOW CAN TUB m Q REMAIN AS IS / TO BE SELECTED (o ' PRIOR TO / BY OWNER FRONT ELEVAT ION � CONSTRUCTION IL m 4° © 5CALE 1/4"-1-0 D N 5 al(23 a &20 42" PED. SINKISO 00 o a M. BATH o Q 04 LIVING RIM. M. BEDROOI"I -- — z W O 56°x42" i O/ 4 O _ Ii -1' W WILE 5HOWER i O G/GLASS , —1 _.• w Uj ENLLj CLOSURE I I ' 3'-4' 3 tv EO C J _I w/SEAT p ----_ __ —..�L_ — _ _______ _______ O Lu c 6 STEAM UNIT d' O LINEN 31 - G SHELVES• It.__ IZ i Z O 00 O NOTE SKYLT ._.-• ALL INTERIOR TRIM I SKYLT i 1 I I — - -- ,' W 0` 0 TO MATCH EXISTING i F ,o i Oj 3'-4° 1 II'-6° i — L N �L-S,IZ COMPUTER cL Q cLOser NICHE c I RAILING 4 STAIRS NOT SHOWNDECKI TITLE: FOR CLARITY RAILING SYSTEAL t . OA OB O TO MATCH EXISMTING MARK CXENLE 5'-6° EO EO 5'-b° NEW Ix3 DRIP BOARD ON i REAR ELEVATION Ix5 RAKE BD. FLOOR PLAN/ 5CALE-I/4=I-o '°' " !�4 a�yl//b ELEVATIONS 2ND FLOOR ADDITION 12 MATCH EXISTING FLOOR PLAN—UPPER LEVEL SCALE4/4-I-0' DATE ISSUED: 11124108 REVISIONS: DOOR SCHEDULE - ---- WINDOW SCHEDULE --- - ---------- --•---- --------- - NO. MANUFACTURER UNIT SIZE NO. MANUFACTURER ROUGH OPENING N I O TO MATCH EXISTING 3'-O"x6'-5° O x2 +q ANDERSEN AW61 0-0 3/B°x2'-4 7/B° O TO MATCH EXISTING V-O°xb'-B° O ANDERSEN CN25 3'-5�°x5'-O a° O3 TO MATCH EXISTING 2'-b'x6'-5° © ANDERSEN CW345 T,_I j°x4'-5 1° I - I DRAWN BY: O TO MATCH EXISTING V-0°x0-5' OD ANDERSEN CW25 4'-9°x5'-0 a° I PROJECT#: 1 OS ANDERSEN FWG6065 0-0"xV-B" O ANDERSEN CUSTOM TO FIELD SPECS o',�fi FD VELUX VS606 44 j°x46 g' a�SaK a.�Lis —_ DRAWING NO.: ffi ANDERSEN AXW41 4'-0 1J°x3'-O J1° Al. �t9 RIGFIT SIDE ELEVA i ION �1! ,n STAMP: Ar • EDGE OF• - h EX. DECK - ' - 2-P.T. 2.10 BEAM BELOW EEDGE OF X. FLOOR r- iii 4x4 P.T. POSTS ON - _ 10' DIA. CONC. 50NOTUBES-TYP. I 1 I II. III I I I P.T. 2xB @ 16°O.C. Ix6 DIAGONAL BRACING UNDERSIDE � _ . OF JOISTS I - - _ - - _ V V 1,1 'r IMP I I�1� ` _1 41 I I i I i 11 � o III 1 1 III I III 1 U IIIIIIIIIIIIIIIII m i I � I PROVIDE w 1 1 I I 1 I I 1 I I I 1 1 U ^Z I I I I I I I N.STRAPS A W 4• 1 1 , 1 1 1 I 1 1 , RAFTER TO RAFTER p= RAFTS X D PROVIDE NEW A. ' ' 1 I 1 10° EA SIDE OF RIDGE m U y CONC. FILLES I I I I I I I I I I i 4x6 P05T BELOW I I '1 ' 1 1 1 ¢ ' I I I I 1 n LALLY COL. AT I I I I I I 1 1 I I I I I I I 1 1 1 TYP AT EACH END II 11 I 1I 11 I ,I 4x16 RIDGE BEAM <—r3°nnsaN Pwe?dbvc.�•rx¢? •• MID SPAN OF BEAMON Be"Rwl L4:_ Il ©(Zituc(*ro-Rq'/p' 4cna.�+1E FOOTING.5 CO2i.'xl[ �__ _ _4LVL _ _ _ _-19raZAxelii —w �___�_-� --�=-j -d=-� - . _-, I- - - E5 - , I , --- �� I �� I I I 1 1 I I I 1 i 1 1 I I I I 1 4x6 POST BELOW Fi++ PROVIDE 4-1("z9 BELOW —� 1 I I I 1 I I I 1 I I I TYP'AT EACH END I I I I I I I I II I III III I I I I I I II1J—III NOTE. G.0 TO EINSURE PROPER 1I1I SOLID PRO I IL—J FLOOR TO EXISTING BLOCKING-TYP. TIII A� � ,�f1- t---[1--- - i 0 I6° C.C. AT ALL RO:T C�ENIF;S 1- 1 =1 U IIII o � II I I I I I I I I I I I I I I I I I I I I I I II I I I II I I I I I I I I II 1111 o IIII �IIlllllllillllllj _ _ _ I I I Ij.l I I Ill I I I I I I I Ij I I jl I I I o N (gin CANTILEVER -- 1 '— < u-12'CAILEV v L .. -- Q LJ_ I RI N = 2-1 LVL HEADERS I LAJ AT R5 O ° 'll}' 2x12 @ 10 O.C. z W 2AO"s @ W O.C. !y P c :k Au.Nrarxms Lz)Zx8 = I FLOOR FRAMING PLAN PROVIDE ROOF FRAMIN PLAN SCALE:I/4=I-O' SIMPSON STRAPS SCALEd/4=I'-O� RAFTER TO RAFTER I.i PICAL ROOF CON5-!RUCTION IB° EA SIDE OF RIDGE ASPHALT SHINGLES ON CON'T RIDGE VENT LS=BUILDING FELT ON 4z16 RIDGE BEAM of I/2°COX PLYWD. (z1w1.Pr.".qYy- P^OP-A-VENT BAFFLE AT 51.OPED CLG.S TITLE: Mw. pt Ru�eev 12P 2: 2 RAFTERS @ 16°O.C. w/ MATCH 5C'IP50N H2.5 CLIPS 9 16°O.C. EXISTING 9" (R-") FIBERGLArS BATT EX.ALUM.GUTTERS ON , KI?AFT Aceo INSUL. FRAMING PL Ix FASCIA B05 - (TO CLG. CROSS SEC' 102 SOFFIT w/CON'T B (TO MATCH IX.) z VINYL SOFFIT VENT N In CLOSET M. BEDROOM DEICING SYSTEM ARIA = TYP d FLOOR CONSTRUCTION I TO MATCH EXISTING I TYPICAL WALL CONSTRUCTION F 3/4° T6G PLYWD 5UBFLOOR "—� DATE ISSUED: W.C. SHINGLES 5 1/2" EXPOSURE L GLUED t NAILED OVER TYVEK HOUSEWRAP 2x10'e @ 16'O.C.® -?,T. 2.5 @ 16,O.0 4j` 1/2'CDX PLYWOOD 2x4 STUDS @ 16" O.C. REVISIONS: 3 1/2" P15 UNFACED FIBERGLA55 BATT INSULATION 1�-O• 6° R-19 NEW ° TYPE'X° 2-P.T. 2x10 BEAM I/2' G.W.B.R�' ( ) I PROVIDE SIMPSON PC44 FIBERGLASS J G.W.B. ON WALLS BATT IN5UL. 0 CLG. 1�6 DIAGONAL I — BRACING UNDERSIDE 4-1 j°x9 1/° LVL OF,JOISTS EXISTING GARAGE 10" P.T. POSTS ON IO° DIA.CONC. " SONOTUBFS-Pka..w—erw Fes+*+"+67n9) . PROVIDE SIMPSON CB44 M11AitICA. DRAWN BY: � G _ Mel(ENZIE • _-_�- . PROJECT#: �. °?Bo'IIAe 'DRAWING NO.: 1 SS SECTION A2 ® A SCALE.I/4 el�-0� C NCr PQ-: LALL Ca N__ �. � -'o'Y 6'b'• a, 61 � BAT-9— 7 WOOD .STOVE _ I36 go zo 36 aA9g -X^ c o AD- -xT r7 N Low evORA e _EXz.ST. N_G.__ Lo.In1.EK_ _LE_V_EL__. LCJD12__P.. AN. . Y :T HOLMES i 2-'S" 6�.S SUE.R- ol i I i I I I I i I � I C[os.E•r-. !':....: .. At o I I 30' y" ?D E N C C WN-F - MARSIOLtiL MA xzS7 LNG G- . LC EL AWN Of J' r • • / rl 4 EXISTING TREE (TYP) MnIk °°°° (\ / MiddlO Pond <O�• f� < ` C EXIST. t K Fd $ Yda .11 \N AM Bz F , !/ LOCUS MAP �� PAR L OQ„ ( F )'' j-/ SCALE 1'-2000•t ASSESSORS,MAP 82 PARCEL 18 \ I t Q 4 4<."•9 ��` LOCUS IS WITHIN FEMA FLOOD ZONE X AS SHOWN ON COMMUNITY PANEL p25001CO541J 1 p�. (}/ I `� , %•�Q 0.\N° 4�Y DATED 7/16/2014 ZONING SUMMARY 1 �� 'Yye• ,.) < I' O j• lam' ZONING DISTRICT: RF DISTRICT MIN. LOT SIZE 87.120 S.F. ``` •\ I / MIN. LOT FRONTAGE MIN. FRONT SETBACK 1530'' MIN. SIDE SETBACK 15' \'• % MIN. REAR SETBACK 15' 4V-J � '•.\ % MAX. BUILDING HEIGHT 30' TH J PROTECTIONATED OVERLAYIIDISTRECTE50URCE / J O,nF\. \.• % SITE IS LOCATED WITHIN THE GROUNDWATER r PROTECTION OVERLAY DISTRICT MITIGATION PLANTING SCFEMLE ENTIRE SITE WITHIN NHESP JURISDICTION SYMBOL PLANT NAME SIZE WANT. <! _( MITIGATION PLANTING DETAIL LOWBUSH BLUEBERRY w O.C. n 28 OWNER OF RECORD C VA .WGUsnfWuu �� •.,� 6J JAMES LROADTM D YOUNG Scale:1'=10' SWEET PEPPERBUSN O° D.C. d2 18 MARSTONS MILLS, MA 02648 0 5 10 15 20 25 FEET a 17HRA AuAFOUA / �° \••\ \ \ L f 04' Nr O.C. F`c SHAMROCK INKBERRY 1B /Zf d.A@RA SNAMROG<' f r.:/ \•.\ S7 REFERENCES r 11 1•(-�-�1v/ � a ° oKie Ezzoainr eoc eac7MITIGATION CALCULATIONS: I �Y ROPOSED 2ND \ St0$$Y ADDITION HARDSCAPE 0-50' 50-100' EXISTIN EXISTING: 1891 SF 4112 SF NOTES S FO PROPOSED: 2014 SF 4221 SF 1.DATUM IS NAVD88 \� n 2.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO r '•�`�TF \ U°-0 INCREASE: 121 SF 109 SF BE USED FOR LOT UNE STAKING OR ANY OTHER PURPOSE. 3x- •'\ REOUIRED MITIGATION 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING l 45 ` P °\� e. \ 59 �I`-1 121%4 + 109x3= 82 SF REQUIRED LOCATION OF UNDERGROUND AND OVERHEAD THE 820 SF3 PROPOSED LOCATION CF ALL UNDERGROUND @ OVERHEAD UTUTES PAVE \ 6B` PRIOR TO COMMENCEMENT OF WORK. v DRNE 6' 4.EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE \. 1 VAIN TOWN. \ /\ •/ / \[\ s s S.WETLAND FLAGGED BY BRAD HALL OF SLH 1111 AM 82 333¢aK--- \ 1� =1 1 j •\ j �� ENMRONMENTAL CONSULTING 1 PARCEL 015GARAGE / 1 j EXISTINGUWLLLINU 1 s �y4• ��r" \.� 70F = 54.9 0 •� T 1 PROP 4 bT DECK 1 _ DECK se - °S s• / REXISTANG I / o57 1 �� ( V I / LRgONPJ1OjJSED M jglh��//� 9 STAIRS i /:%• eR(OV�•WN P j fJ` WITH NAT 5 CIES 56 �_ d os,� y 3J `L-\ �5E 55 PLAN OF LAND EXISTING OF — � !• #298 WHEELER ROAD - - EXIST. STONE STEPS MARSTONS MILLS / ° •••T•� °° / PREPARED FOR JAMES & ELIZABETH YOUNG ( \tea o ° e�vw 3 DOCK DATE: SEPTEMBER 2, 2016 B ENO 4�� ott SOB-3B2-4541 to.508-362-98a0 A EowncoDe.com O °"LA /oWn cape engineering,inc• Na.409 0„ Scale:l'=p0' p`aca� / ` • 9 D -1�6 O9•rr 1EP6 civil u engineers Fs,/dN LL+� T°pY land surveyors 939 Moon Street DICE #16 200 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOV T Am 6 0 HPORT MA 2675 ®a' l II ,I I S °! w IXI � N Ely ��A 1" D�TEGro P. �10-- UP �w FooT�d(1 UP D Q� 1 tic L- N Ve x �' 0 1m1_LV�_l�al�Cy� � SI ou I - '- 1 i 0VERNEAn 06bR. pV6ppCan Doan. o 9= '� I E LE g, K.W ,DRAwn► g - 4l:Airs