The URL can be used to link to this page

Home My WebLink About0064 SPRING BROOK LANE 0 73 i Town of Barnstable Building Department - 200 Main Street BARNSTLE AB , * Hyannis, MA 02601 6 .�' (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201309104 CO Number: 20140051 Parcel ID: 002002093 CO Issue Date: 05128/14 Location: 64 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Sign �IKE TOWN OF BARNSl"ABLE Buuain( 201309104 Permit sARxsTAstE, Issue Date: 12/17/13 f MASS. 1639. A�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20133152 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/16/14 Location 64 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002093 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM 2 BATH RANCH STYLE HOME WITH ATTACHED CAWIS CARD MUST BE KEPT POSTED UNTIL FINAL GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 h 7 Application Entered by: JL Building Permit Issued By: THIS PERMrr CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY'ORSIDEWALK OR ANYPART:THEREOF;EITHER TEMPORARILY OR�PERMANENTLY ENCROACHMENTS ON PUBLIC:PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY'GRADES'AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS,THE ISSUANCE OF THIS PERMIT DOES NOTRELEASE THE APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS." ESTRICTIONS rt Ey MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL.BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED,CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 fii{oJl vet 1 .1 y 1 r; oK 3 z 2 ►sk 3)u f iy 2 2 P/A/A L )r 3 1 Heating Inspection Approvals Engineering Dept Fire Wpt 2 B f th j�, . . 14' . / . § { \ { - / \ � . . . .. � . � � . � . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map OU 2 Parcel 0%�3 Application # V t 0 Health Division Date Issued U 1 L l , Conservation Division z. Application Fe6b_A�__� Planning Dept. &2c Permit Fee lQlp Date Definitive Plan Approved by Planning Board go T Historic - OKH _ Preservation / Hyannis Project Street Address (o &rttiqArook 4.�'l Village C.OtU + Owner Go 't Fatzly4ble Address 45OX Ge✓l-t-�-r ✓ Telephone S- - "7 l 109 0 1� Permit Request To Co v%St -u C,7' e,- 2t &-e�o o rY1, ]2_5c.-t1-%ro o m 2_c-✓ CIA-1 s t`i I e_ AO Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ��- 1 Flood Plain L- Groundwater Overlay G F: !I Q Project Valuation M05 _906 Construction Type DO Fra y-n < C � t� Lot Size ► 5 S-i Grandfathered: ❑Yes JX wo If yes, attach supporting d6m c�umd ation. 10 Dwelling Type: Single Family Zf' Two Family ❑ Multi-Family (# units) ,, -. Age of Existing Structure Historic House: ❑Yes La No On Old King's H hway: Cf'Yes= Basement Type: Full ❑Crawl ❑Walkout ❑ Other i n� Basement Finished Area(sq.ft.) 'l� Basement Unfinished Area(sq.ft) /0 G Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing ?-new Total Room Count (not including baths): existing new First Floor Room Count Qo Heat Type and Fuel: ;2G as ❑ Oil ❑ Electric ❑ Other Central Air: JdYes ❑ No Fireplaces: Existing 4—New 2 Existing wood/coal stove: ❑Yes W�No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing Onew size _Shed: ❑ existing ❑ new size _ Other: ZUXZ2- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes J2 o If yes, site plan review# Current Use VCA_C o-,,\ L-G t Proposed Use S 1 inr4 e Fawy� 1 en e 5 i d e-K C,( APPLICANT INFORMATION _ (BUILDER-OR HOMEOWNER)- Name S r i,c6 c, Telephone Number S-U 3 -] -7 ( Q L-1 C� Address $OX C�t&c✓ I l f- License # d D S L-/ 5 Home Improvement Contractor# Worker's Compensation # oa 7 3 y o G Z 2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S 6L,Ya cl IN ii�G k L-cu, L 4 --Pt ' ) 1 SIGNATURE DATE FOR.OFFICIAL USE ONLY APPLICATION# DATE ISSUED -- i - MAP/PARCEL N0. 9 ADDRESS VILLAGE •; OWNER . DATE OF INSPECTION: - FOUNDATION FRAME 31 y INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' t PLUMBING: ROUGH FINAL ' 6 GAS: ROUGH FINAL-- FINAL BUILDING L'3'I _ DATE CLOSED OUT _ ASSOCIATION PLAN NO. At i 13e�artrnerit of kzdustri l Aec&ents b - Office of Invessfigadans 600 Mashington Street Boston,MA 02111 M :va -Yw F1Zas&,ov1d1a Workers' Coznpeusatio'n Insurance Affidavit: Buflders/Caatraetors/Eleetrieians/P-Iumbers Applicant Information Please Pi t Ile ibly Name (Business/organizadon/Indivldual.) r Address: : City/State/Zip: 110,* Phone Are you an employer?Check the apprapniatVi � TI p'e of project(required): 1.❑ I am a employer with: 4. am a general contzactor and I employees(full and/or part-time) * have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet.t 7. ❑ Remodeling ship and have no employees. : • These suU-contractors have ',. 8. ❑ Demolition working for me in any capacity. workers comp.insurance; : 9. F] Building addition [No vvorkers'. comp.,insurance 5. ❑ We' are a corporation and its. required•] officers have exercised their 10.0 Electrical repairs or additions .. 3.❑ I ain a homeowner doing all Rrork right.of exemption per MGL I LE] Plumbing.repairs or additions myself [No workers' comp. . 152- §1(4),and we have no 12.�Roof repairs insufance required.:] t employees.Mo workers comp.msurancerequired] 13.0 Other *Any applicant that checks box#1 must also fill out the section below showing(heir workers'compensation p n:olicy informatio Homeon hers who.submit Phis affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. : *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.polipy informmion. I diva am eraplayer that is providing.workers'eognpertsatiori iaasurarrtce fo'r r�ty�Tvp'lo}�ees. :Belory is tine policy andlob sire raforrat�ior�. Insurance CompanyNaTn d a Policy#or Self-ins.Lie.# 0 U13'-1 Q G2-L - ExpiiationDate: l: �: 2 C>•I y Job Site Address: t4 ,= : L own City/State/Zip: G O i-U i,t Attach a copy of the workers' cornpensatioa po it y.declaration gage(shmiistg the policy nuniber and ex-piiration date). Failure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the inaposifion•of.crinvnal penalties of a 'fine up to$1,500.00,and/or.one-year impnsomnent, as well as:civil penalties in the fbim.of a STOP WORK.ORDER and a true : of tarp to $250.00 a day.against the vZalator. .Rg advised that a copy of this statemeut maybe fbvXrarded to the-Office of Investigations;ofthe DIA forimurance coverage verification. Ida hereby certify under thepains and.penalties of p!eijuiy lzat!te itifor rrta;io,,rt pi o,i ia'.-d aboi,e is tr°ze.and car rec't_ Si�natuie: r - Date: ZG 1 Phone n: y ( — 1 C) L4 U Official use orrlyr. Do not rsr ire:in.Elvis ref ea,to be completed by city ar roii°n off dial City or Town: F.et mitlL cense Y Issuing Authority (circle One): Y-Board cf Hea:[th 2,.Building D epar tn�duty 3. Crt�/�oc�rn Cgci 1; 4.Eleeti ica.I Insp'ectcr 5.Plumbing Insp eefmr d.. Other Contact Persian: Phone 4: Subcontractor's Insurance 2012 ` = GL Policy" GL`°Policy WC P01icy WC'Pohcy` Sub Contractor Effective Date Expiration _ Effective Date;n "Expiration.,- All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 03/01/14 Baxter Nye Engineering&Surveying 568-771-7622 08/11/05 09/29/12 08/20/04 01/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04. . : 07/13/14 Cape Cod Marble&Granite 508-771-2900: 07/01/05 07/01/13 08/16/05 05/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/13/14 Carpet Barn Inc 508-548-1443. 01/01/06. .05/01/13 01/01/05 02/13/14 Chaves,Robert 5087362-9929 08/13/04 08/13/12 12/17/04 04/13/14 . Christopher Costa&Associates,Inc.' 01/22/08 08/27/12 02/06/07 .04/13/14 Coy's Brook,Inc 508-394-8442 . 04/24/04 04/24/13 . 09/21/04 03/13/14 Davids Building&Remodel 508-428-321.4 01/01/07 01/01/13 06/14/04 01/13/14 Hill Construction 508-888-8154 04/29/07 64/29/12 . 08/14/04 06/13/14 Jeffrey Lauder 508-221-1046 :12/09/06 04/05/12 DBA-N/A 07/13/14 Kitchen Appliance Mart: 508-771-2221 08/12/04: 08/12/12 01/011105: : 02/13/14 MAP Insulation... 508-888-3599 .10/01/07 10/01/12 10/01/07 05/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 66/13/14 Pastore Excavation Inc. 06/05/08. 06/05/12 10/12/08.. 08/13/14 Wood Floor Specialists 508-888-3958 . 02/03/08 ... . 02/03/13 02/03/08 : 03/13/14 1 6. a9 #r4_ Od Construction Supen iv yr 1.1c CS-006645 ?: BOLAS T DACtEY TOSOXl5 a a CENTER VEVLF, J�•�+.+'�JT'tr1�� r l 1 l20�!4 � , ti�fgKErp� own of Barnstable ti Regulatory Services t WAS& '$ Thomas F. Geiler,Director. jen r �k1 Building DiWIsi0n Toni Perry, Building Conunissioner 200 Main Street, Hyannis,Tva-02601 w prw.town,barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 Property OvmC* r Must. Complete and Sign This Section If Using Atuil&r I,rD�r• O-f Cowl+ E�✓I amble 31/lC1,s 07,ier of the:subject property hereby authorize d: � d e ,Vl/l: I�l of i h j: to act on my behalf, in all matters relative to.work authorized by this.buildirig permit application for;------------- . (Adds ss of Job) .: Si gna e a Owner - - ate Print Name Q YOR94&OWh'ERPERMISSION AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR s3011.2.1.1)' THE SURFSIDER MODEL, COTUIT MEADOWS Q Check - Compliance 1.1 SCOPE Wind Speed(3-sec. gust).......... .....::........................ ................... ......................... ......... .........110 mph Q Wind Exposure Category... ................ ..................... ....................................... ..B Q 1.2 APPLICABILITY Number of Stories(a roof which.exceeds 8 in 12 slope shall be considered a story) ...:.. 2 stories <_2 stories Q RoofPitch ......................................................................:...(Fig 2) ......................:.....::..............................12 5 12:12......................................I... .................................. .........Q...................... ......... ..:..................:.........:... Mean Roof Height ....... ...................... ...............(Fig 2).... .................... ..................16 ft :5 33' Q . Building Width,W ............................::.................................(Fig 3).................................................. 39 ft :5 80' Q Building Length, L ............. ::..... ::.................. .....::.:(Fig 3)................ ......... ..................69 ft 5 80' Q . .. . .. . Building Aspect Ratio(L/W) ...............................................(Fig 4)..........:............................................2.0 :5 3:1 Q......................... .......................:........ ...................... Nominal Height of Tallest Opening2 .:.............................. ..::....(Fig 4)...................... ...........................6'-8"<.6,8 Q 1.3 FRAMING CONNECTIONS General compliance with framing connections........ .........(Table 2) ......... ........ ........: ....................... : Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.......: . Q..... ::....... .............................. ......... ......... ......... ..................... Concrete Masonry..... .............................. ............................... . N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........ .................... .......(Table 4)........................... ..................... 32 in.:: Q Bolt Spacing from end/joint of plate .... ...................(Fig 5)................ .... .........12 in. <6^_12;, : Q Bolt Embedment—concrete................. ...................(Fig 5) ..................................: .......7 in. >7» Q Bolt Embedment—mason .......................:(Fig5 ..................:..:...... in. >_ 15" : N/A Plate Washer............... ......:. . .................. .........(Fig.5)................ . :........................ 3"x 3"x Y." : Q 3.1 FLOORS Floor framing member spans checked ..:.... ......... ..:....(per 780 CMR Chapter 55)......... ........................ Q Maximum:Floor Opening Dimension.....:..........................:....(Fig.6)......................................................9 ft:5 12' : . Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall.(Fig 6).................... .::............ N/A: Maximum Floor Joist Setbacks _. Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................._ft s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...... .........(Fig 8 ......... ...................... ft -S d N/A Floor Bracing at Endwalls..........................: .......................(Fig 9):.. ::::....:....................... Q . Floor Sheathing Type ......:.......:.:.....:..::..... (Per 780 CMR Chapter. 55) Q Floor Sheathing Thickness ......... ......... ......... .........(per 780 CMR Chapter 55)......... .............3/4 in. Q Floor Sheathing Fastening.......................... ....................(Table 2) .........8 d nails at 6 in edge 112 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)................... ........8 ft <10' Q .: Non-Loadbearing walls.............. ..................................(Fig 10 and Table 5).............................18 ft 520 Q Wall Stud Spacing ............................(Fig 10 and Table 5)....... ...........24 in. s 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)......................................... ft <—d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1a)' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........ :........:.................................(Table 5).............................. ...........2x6-8 ft 0 in. : :: Q Non-Loadbearing walls................................................(Table 5).........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwail Studs.:......:::............................:....(Fig 10)..................:.....:..:::....:............................... Q WSP Attic Floor Length.............::...................._.. .........(Fig 11)........ ::.......... ft>_W/3 : .: N/A Gypsum Ceiling Length if WSP not used ...:.:....:.........(Fig 11 > YP 9 9 ( ) ( 9 ).:..,.,...::.........................:.........26 ft_0.9W Q . and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11):::.....:::.:::....:........::................................ N/A or 1 x 3 ceiling furring strips @:16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ................................ (Fig 13 and Table 6).................... ::.......8 ft Q Splice Connection(no.of.16d common nails).... .........(Table 6) ......... ...:.::....:.......... 6 : Q Loadbearing Wall Connections Lateral(no. of 16d common nails)......... ...(Tables, : 7) 2 Q Non-Loadbearing Wall Connections Lateral(no of 16d common nails)..,.................. .........(Table 8)............ ...............................................:....3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance.to Table 9) Header Spans. . .....:...:..........(Table 9) :............ .. ......:::..:6.ft O in. <_ 11' Q....:............................. Sill Plate Spans .....................SO:.................................(Table 9)...................:......:::..............3 ft 0 in::<_ 11' Q Full Height Studs (no.of studs) ..........;.......... .........(Table 9)..:.....a... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans. .:..::... :...... ...:.....:......::. (Table 9 .9 ft 0 in. <_12' Q :: ...................... Sill Plate Spans.............:..::...........::.............................(Table 9)..................................—ft_in <_12" N/A Full Height Studs(no.of studs) ......... .....:....:.........(Table 9.) ...,;... ........................ .......... ..........3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 : Minimum Building Dimension'.W Nominal Heiht of Tallest O enin g p gz .. ...... ..................... .::..... ..................6'-8":5 6'8": Q Sheathing Type ......... ......... ..... ... .........(note 4)............................................. . ..,,........WSP Q Edge Nail Spacing.........................................(Table 1.0 or note 4 if less)........... ................3 in. Q Field Nail Spacing,,..,..:-.-,-,-.......................(Table 10).......... 7:....................................12 in: Q Shear Connection(no.of 16d common nails)(Table 10).......... .....................- ..... ........4 Q -. Percent Full-Height Sheathing .........:..........(Table 10) .........: ... 38% Q _. . . . _. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... : Q Maximum Building Dimension; L Nominal Height of Tallest Openingz: ... ..........................::................................. ..6'-8"<_6'8" .....................(note 4).:Sheathing Type ..:::... :..:..... ....::....:.....:...,...............................WSP . Q Edge Nail Spacing:... . ...................... ........(Table 11 or note 4 if less) ..................... ...3 in. : Q Field Nail Spacing...... ......... :....:. .........(Table 11) ......... ..:...12 in. Q r.Connection no. of 16d:common nails Table 11 ( )( ) ..:................... ................Shea .....a Q Percent Full-Height Sheathing..................:.. (Table 11 .: %0 T )......................:.::........................... 11 5%Additional Sheathing for Wall with Opening>6'8".(Design Concepts)....... .......: N/A Wall Cladding Rated for Wind Speed?.......................: Q AWC Guide to Wood Construction in High WindAreas: 110 mph. Wind Zone Massachusetts Checklist for Compliance (780 eMR 530 .i.1.i)' 5.1 ROOFS Roof framing member spans checked? ..........(For.Rafters Use AWC Span Tool,see BBRS Website) Q Roof Overhang .......... .........................................(Figure 19).........::::..2/3.ft<smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................................::.(Table 12).................,.:... ......... .........U=236 plf Q Lateral.............................................Jable 12).......... ..................L=176 plf Q Shear...............................................(Table 12) ......: ......... ......... ....;...S=77 plf Q Ridge Strap Connections, if collar ties not,used_per page 21... (Table.13).......... ....... ....:T= plf N/A Gable Rake Outlooker ............................... ........:(Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift:....................:... .:::..............(Table 14) U lb. N/A Lateral(no. of 16d common nails)...(Table 14) ......................... ...:.L= lb. _ N/A Roof Sheathing Type... (per 780 CMR Chapters 58 and 59) ....... Q Roof Sheathing Thickness................... 5/.8 in.>7/16"WSP Q Roof Sheathing,Fastening 9.................... . .., .........(Table 2) 8d Q THE SURFSIDER MODEL COTUIT MEADOWS.MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of. 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph.Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to.the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building As 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 with strength axis parallel to studs.:. 11: All horizontal joints shall occur over and be nailed to framing. iii. On single story 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 of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists;and girders shall be.a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment i AWC Guide to Wood Construction in High Wind Areas: 110 ntph..Wind Zone Massachusetts Checklist for Compliance Faso eMR 5301.2.1.1), -WHEN THIS EDGE FEM ON FiWdING LWSd NAILS n 11 , .0 ... .. 1 Ej Ij i :11 .It tt Ts :1 ... _ i .. ..ri .. 11.... 11 .. i 4OU91.EEDGE NAILSPACING ; PANEL 4 See Detail on Next Page :. Vertical and Horizontal Nailing :for Panel Attachment - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78,0 cMRs301.2a.1)' a w � i r r r r r q Cr4 � Ii i FRAAAING MEMBERS a � . i EDGEMERMEDIATE Ir e 9/8 3,M� STAGGERED. MML PATTERN PANEL PAWL EDGE DOUBLE MAIL EDGE SPACWG DUAL Detail:. Vertical and Horizontal Nailing for Parel Attachment REScheck Software Version 4.5.0 Compliance Certificate Project THE SURFSIDER Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area:. 1,588 ft2 Glazing Area 14% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,]NC. _. Compliance: 6.7%Better Than.Code Maximum.UA: 294 YourUA: 265 _. The%Better or Worse Than Code Index reflects how close to compliance the house is based.on.code trade-off rules.. :It DOES NOT provide:an estimate of energy use or.cost relativeao a minimum-code home. : - Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont. or Door UA TOTAL CEILING: Cathedral Ceiling (no attic) 1,588 : 38.0 0.0 0.027 42 Skylight 1:Wood Frame Double Pane with Low-E :18 : 0.340 6 . TOTAL WALLS:Wood Frame; 24"o .c. 1,649 21.0 0.0 0.056. 77 TOTAL WINDOWS:Wood Frame:Double Pane with Low E 186 0.340 63 Door 1: Solid :42 0.260 11 Door 2: Glass 42 0.340.. 14 TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 1,588 : : 30:0 0.0 0.033 52 i Compliance Statement: The proposed building design described here is consistent with the building plans,.specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory,:requir ments listed in the REScheck Inspection Checklist. j Name ITTRI.e Si nature V Date . Project Title: THE SURFSIDER Report date: 12/03/1 Data filename: C:\Users\Fine.Line Design\Docume,nts\REScheck\THE SURFSIDER.rck Page.1 of 8 REScheck Softwaire Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where Compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field;Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions Value. Value- & Req.ID ` - 103.2 ;Construction drawings and °g. " ❑Complies [PR1]1 !documentation demonstrate. ❑ � Does Not :energy code compliance for the x , building envelope.. ONofObservable r .R.. IE]Not Applicable 103 2; Construction drawings and s ;. ❑Complies 403.7 ;documentation demonstrate W ❑Does Not [PR3]1 ;energy code.compliance for . lighting and mechanical systems []Not Observable ; :Systems serving:multiple t ❑Not Applicable ; :dwelling units must demonstrate 5 ;compliance.with the commercial m ;code. 403.6 J Heating and cooling equipment is 1 Heating Heating: ;❑Complies [PR2]2 I sized per ACCA Manual S based ; Btu/hr ; Btu/hr ❑Does Not On loads per ACCA Manual J or ;❑Not:Observable ,A Cooling: !_Cooling: other approved methods. Btu/hr Btu/hr .. ; .. ;❑Not.Applicable NJ/ Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE SURFSIDER Report date: 12/03/1 Data filename: C:\Users\Fine.Line DesignWocum..e.nts\REScheck\THE SURFSIDER.rck Page 2 of 8... 2000 IEC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 ]protect exposed exterior insulation ElDoes Not E and extends a minimum of 6 in. below E ❑ grade. , Not Observable ❑Not Applicable 403.8Snow-and.ice-melting system.controls;❑Complies [FO12]2 installed. :❑Does Not a i J ;❑Not Observable 1❑N6t Applicable . Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE SURFSIDER Report date: 12/03/1 Data filename: C:\Users\Fine Line Design\Docum..e.nts\REScheck\THE SURFSIDER.rck Page 3 of 8 Section- Plans Verified Field Verified # Framing/Rough-In.Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ;�Coniplies ;See the Envelope:Assemblies 402.3.4 ; ❑Does Not ;table for values. [FRI]1 ; ❑Not Observable ' ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U.- U ;❑Complies ;See the Envelope:Assemblies 402.3.1, average). 1❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR21 � { . s❑Not Applicable 303.1.3 U factors of fenestration products t❑Complies . [FR4]1 :are determined in accordance - ❑Does Not - with the NFRC test procedure or Y ro . ;taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, ;,'Skylight U factor........ . . u u ❑Complies ;See the Envelope Assemblies 402.3.3, ; '❑Does Not ;table for values. 402.5 [FR511 ; '[-]Not Observable ;❑Not Applicable ....... . . 402,3.5 ;Sunrooms enclosing conditioned U- ; U- :s❑Complies [FR8]1 :space.have.a maximum ; '❑Does Not fenestration U-factor of 0.50 in Aq ;❑Not Observable ;Climate Zones 4-8. New glazing'. (:separating the sunro.om from !❑Not Applicable ;. . . ;conditioned space must meet ;code requirements. : _ .. . 402.3.5 ;Sunrooms enclosing conditioned ; U- ; U- ❑Complies ; [FR9]1 ;space have a maximum skylight ❑Does Not - (U-factor of 0.75 in Climate Zones - 4 8. ❑Not Observable ; ❑Not Applicable 402.4.4 Fenestration,that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I:S.2/A440 . x - ,or has infiltration rates per NFRC '' - ;2 ❑Not Observable , 400 that.do.not exceed code .. _ ❑Not Applicable :limits. 402.4.5 .IC-rated recessed lighting fixtures - ,. y ❑Complies FR166 sealed at housing/interior finish - ❑Does Not g and labeled to indicate <_2.0 cfm w1 ❑Not Observable leakage at 75 Pa. �a ❑Not Applicable g 403.2.1 ;Supply ducts in attics are R R- ❑Complies [FR12]1 ::insulated to>_R-8.All other ducts R_ R_ ❑Does Not 1 unconditioned spaces:or !outside the building envelope:are; '❑Not Observable ;insulated to>_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, a .j. h ❑Complies ?_ [FR13]1 lair handlers,filter boxes, and ❑Does Not building cavities used as return .., � . ❑Not.Observable :ducts are sealed. - - .: ❑Not Applicable 403.2.3. Building cavities are not used for n. ❑Complies ] ❑Does Not [FR15 supply ducts. . t s . . ❑Not Observable .a ❑Not Applicable 4033, 'HVAC piping conveying fluids R R- ❑Complies [FR17]2 (above 105°F or chilled:fluids ❑Does Not jbelow 55°F are insulated to_>R -,+3 ;❑Not.Observable ❑Not Applicable I 1 High Impact(Tier 1) 1 2 IMedium Impact(Tier 2). 3 Low Impact(Tier 3) Project Title: THE SUR.FSIDER Report date: 12/03/1 Data filename: C:\Users\Fine,Line Design\Docum. e,nts\REScheck\THE SURFSIDER.rck Page:4 of 8 section Plans Verified Field Verified Framing/Rough-in Inspection Complies? -Comments/Assumptions & Req.ID Value. Value . li 403.4 'Circulating service hot water R R ,E]Com p•es [FR18]2 pipes are insulated toR-2. ❑Does Not I `❑Not Observable ] ;❑Not Applicable 403.5 (Automatic or gravity dampers are a "' ❑Complies [FR' installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE SURFSIDER Report date: 12/03/1 Data:fi:lename: C:\Users\Fine Line Design\Docum. ents\REScheck\THE SURFSIDER.rck Page 5 of 8 i Section' ' Plans Verified Field Verified . # Insulation Inspection Complies? Comments/Assumptions & Req.ID Value Value .. . , 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values -]Do es Not V provided. �. . ❑Not Observable I ❑Not Applicable ; . _ 402.1.1, ;Floor insulation R-value. I R- R '❑Complies ;See the Envelope:Assemblies 402.2.5, ❑ Wood ❑ Wood 3❑Does Not ;table for values. 402.2.6 . [IN1]1 ❑ Steel ❑ Steel ❑Not Observable a . ❑Not Applicable 303.2, ;,Floor insulation installed per Y ❑Complies 402.2.6 manufacturer's instructions, and M ❑Does Not [IN2]1 in substantial contact with the underside.of the subfloor. ❑Not Obse.rVabfe _.- >- 10NO(Applicable 402.1.1, :Wall insulation R value. If this is a; R- R '❑Complies Seethe Envelope Assemblies 402.2.4, ;mass wall with at Ieast.1/2 of the ;❑ wood ;❑ Wood ❑Does Not table for values. 402.2.5 ;wall insulation on the wall [IN3]1 :exterior,the exterior insulation Mass. : ;❑ Mass.. a : : ;❑Not Observable 1 requirement applies. ;❑ Steel ,❑ Steel ❑Not.Applicable 303.2 :Wall insulation is installed per r 3 ❑Complies ONO :manufacturer's instructions. - ❑Does Not 1 t ❑Not Observable 1 j t ❑Not Applicable. ... 402J.11 ;Sunroom wall insulation_has a R-: ; R- ;❑Complies .: [IN8]1 ❑ _. . . :minimum R=value of R 13.New Does Not :walls separating the sunroom - from conditioned space most I❑Not Observable ; meet code requirements.. I ❑Not Applicable 303.2 ;Sunroom wall insulation installed 3 " ; . a` ❑Complies [IN9]1 :per manufacturer's Instructions: `. ❑Do es Not ; - ; - . _. - •- � - � - = Not Observable. ❑❑Not Applicable::::.';' pplicable ;.:. 402.2.11 ;Sunroom ceiling minimum R- R- ❑Complies [IN10]1 insulation R=value of R-19 in :❑Does Not ;Climate Zones 1-4:, , and R-24 in I ;Climate Zones 5-8: ;❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling.insulation is ❑Complies [IN11]1 ;installed per manufacturer's v ❑Does Not I instructions, n ❑Not Observable •.: IE]Not Applicable Additional Comments/Assumptions; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2). . 3 Low Impact(Tier 3) Project Title:THE SURFSIDER Report date: 12/03/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE SURFSIDER.rck Page 6 of 8 Section Plans Verified. 'Field Verified Final Inspection Provisions' Complies? Comments/Assumptions Value: . Value: , &Req.ID _. 402.1.1, ;.Ceiling insulation R-value.Where R- ; R ;❑Complies ;See the Envelope Assemblies 402.2.1, >R-30 is required, R-30 can be ❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2 ;used if insulation is not ; Steep Steel ; ❑ ❑ ,❑Not Observable [Fill' ;compressed at eaves.R730 may ; be used for 500 ft2 or 200/6 ) ; ;❑Not Applicable ; (whichever is less)where sufficient space is not available. ; 303.1.1.1,;Ceiling insulation.installed per ❑Complies 303.2 :manufacturer's instructions. r Oboes Not . [FI2]' ;Blown insulation marked every 300 ft2. x ❑Not Observable ; ❑Not Applicable 402.2.3 ;Attic access hatch and door R- ; R ?❑Complies [F13]' insulation >_R-value of the Oboes Not adjacent assembly. ;❑Not Observable , ❑Not Applicable ; .. 402.4.2, ;Building envelope tightness ; ACH:50 ; ACH 50 ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [F117]' of<7 ACH at50 Pa.This rQj 'requirement.may instead be met :❑Not Observable :via visual inspection, in which I Applicable !case verification may need to -occur during Insulation Inspection:. 402.4.3 j Wood-burning fireplaces have t. ❑Complies [F18]2 gasketed doors and outdoor = ;: a = ❑ combustion air.' Does Not ❑Not Observable k.. : ;. . ONot Applicable 403.2.2 Post construction duct tightness , .: cfm ; :. : .:cfm ;❑Complies [FI4]1 :test result of s8 cfm to outdoors, :Oboes Not . ;or:512 cfm across systems. Or, rough in test result of:<_6 cfm ; ❑Not Observable across systems or:54 cfm ; Not Applicable without air handler. Rough=in test ;verification may need to occur , :during Framing inspection. x 403.1.I Programmable thermostats h ❑Complies [FI9]2 installed on forced air furnaces g ] ❑Does Not ❑Not Observable ; ❑Not Applicable 403.1.2 J Heat pump thermostat installed ❑Complies [FI10]z on heat pumps. ❑Does Not j - . ❑Not Observable l _ A ]E]Not Applicable 403.4 i£irculating.service hot water 6 ,.` ❑Complies [FI11J2 systems.have automatic or'. ❑Does Not :accessible manual controls.:: . . . . ... . . ! ]. .: `. �• � A 4; ❑Not Observable _. .. :_ .. 4 ❑Not Applicable . 403.9.1 4 Readily accessible switch on fr F A ❑Complies [FI12]3 heaters for swimming pools. ,w ❑Does Not A ❑Not Observable .. .a. ❑Not Applicable 403.9.2 °Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑DoesNot - ,- . . .. ❑Not Observable .. „ ,; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 ILow Impact(Tier 3) Project Title: THE.SURFSIDER Report date: 12/03/1 Data filename: CAUsers\Fine.Line Design�Docume..nts\REScheck\THE,SURFSIpER.rck Page 7 of 8 Section Plans Verified Field Verified . #; Final Inspection,Provisions Complies? ;Comments/Assumptions & Req.ID Value; Value . N 403.9.3 Heated swimming pools have a ❑Complies [F120]3 'cover.Covers on pools heated ; .4 ❑Does Not over 90°F are insulated to R-12. J; JE]Not Observable I ❑Not Applicable 404.1 :50%of lamps in permanent R ❑complies ' . " [F16]1 :fixtures are high efficacy lamps. g ❑Does Not 4) ' ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑complies [F17]2 ❑Does Not ; ❑Not Observable �. :: ❑Not.Applicable: 303.3 ;Manufacturer manuals for - ❑compliesJ [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: . . i 1 J.High Impact(Tier 1) 2'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE.SURFSIDER Report date: 12/03/1 Data.filename: C:\Users\Fine.Line Design\Docume.nts\REScheck\THE SURFSI.DER.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Insulation . Wall n.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 0.34 Door 0.34 _0.34 Skylight 0.34 0.34 CoolingHeating& _. Heating System: Cooling System: ::. Water Heater: Name: Date: Comments i ®Solse cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP floor BeamIF1301 BC CALCO Design Report-US Dry 1 span No cantilevers i 0/12 slope Monday,March 17,2014 Build 2627 File Name: Bayside Tellier Job Name: Tellier Description: Designs1FB01 Address: Lot 93 Spring Brook Road Specifier: J Madera City State,Zip:Cotuit,MA Designer. Customer: Bayside Building Company Company: -Shepley Wood Products Code reports: ESR-1040 Misc: ar 71 .r v v x 15 i� x T'. .. WINE .. .. •Y,, 18-07-00 BO B1 Total Horizontal Product Length=16-07-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead ... Snow Wind Roof Live.. 60,24" 442/0 882/0 332/0 B 1,24" 442/0 882/0 332/0 Live Dead Snow wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00_00_00 16-07-00 40 10 01-04-00 2 Trapezoidal(lb/ft) L 00-00-00 20 n/a 08-03-08 90 n/a 3 Trapezoidal(Ib/ft) R 00-00-00 20 n/a 08-03-08 90' n/a 4 Unf.Area(lb/ft^2) L 00-00-00 16-0740 15 30 01-04-00 Controls Summary Value %Allowable Duration Case location DisclosureCompleteness and accuracy of input must Pos. Moment 3,570 ft-lbs 11.2% 100% 1 08-03-08 ""be verified by anyone who would rely on End Shear 954 Ibs 8.1% 100% 1 02-11-14 output as evidence of suitability for Total Load Defl. U999(0.07T) n/a n/a 3 08-03-08 particular application.Output here based Live Load Defl. U999(0.028") n/a n/a 6 08-03-08 on building code-accepted design Max Defl. 0.077" Na n/a 3 08-03-08 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.8 n/a n/a 0 .00-00-00 products must be in accordance with Distributed Load(BO) 140 lb/ft 0.3% 100% 0 n/a current Installation Guide and applicable Distributed Load(B1) 140 lb/ft 0.3% 100% 0 n/a building codes.To obtain Installation Guide Concentrated Load(BO) -0 Ibs n/a '100% 0 n/a or ask questions;please call Concentrated Load(81) -0 lbs n/a 100% 0 n/a (800)232-0788 before installaton.XnlnBC CALCO,BCFRAMER®,AJS , ALUOIST0,:BC RIM BOARD n' BCIO, %Allow %Allow BOISE.GLULAMTm SIMPLE FRAMING Bearing Supports Dim.(L x W) Value Support Member Material SYSTEMS,VERSA-LAW,VERSA-RIM BO Wall/Plate 24"x 5-1/4" 1,463 lbs n/a 1.5% Unspecified PLUS®,VERSA-RIM®, Ell Wall/Plate 24"x 5-1/4" 1,463 lbs n/a 1.5% Unspecified VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood Notes �OFak. Products L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. off` Design meets arbitrary(1")Maximum total load deflection criteria Calculations assume Member is Fully Braced. t3Tft ' Design based on Dry Service Condition. wo,seosl Deflections less than 1/8"were ignored in the results: Fastener Manufacturer: TrussLok(tm) Page 1 of 2 � ®BolseCasmde Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP floor Beam1F1301 Dry 1 span I No cantilevers 1 0/12 slope Monday,March 17,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside Tellier. Job Name: Tellier Description:Designs1FB01 Address: Lot 93 Spring Brook Road Specifier: J Madera City,State,Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood.Products Code reports: ESR-1040 Misc: Connection Diagram b d a �tN OF Ao,q c ? • • • JAMESD. STRADER ct STRUCTURALNo.36951 to a minimum=2" c=7-7/8" RFC/STE�� b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one s e of u ip V RSA-LAM beams. All TrussLok screws may be installed from one si of mul iply a sa-Lam beams. . Member has no side loads. Connectors are: FMTSL005 Page 2 of 2 Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamIF1302 Dry 1 span No cantilevers 10112 slope Monday,March 17,2014 BC CALL®Design Report-US Build 2627 File Name: Bayside Tellier Job Name: Tellier Description: HEADER FOR RIGHT_ SIDE RIDGE Address: Lot 93 Spring Brook Road Specifier J Madera, City,State,Zip:Cotuit,MA Designer. Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: p!- erg W A,;�-�l} � t e�s "i.#sTa F• z '"., 0 iY�i' 03-08-00 BO B1 Total Horizontal Product Length=03-06-00. Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow wind Roof Live BO,3-1/2" 47/0 734/0: 1,315/_0 B1,3-1/2" 4710 736/0 1,318/0, Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 03-06-00 20 10 01-04-00 2 Reaction from Des!... Conc. Pt.(Ibs) L 01-09-00 01-09-00 1,397 2,633 Na Disclosure, Controls Summary. Value %Allowable Duration Case, Location. Completeness and accuracy of input must Pos. Moment 3,085 ft-Ibs 32% 115% 2 01-09-00 be verified by anyone who would rely on End Shear 2,035 Ibs 36.7% 115% 2 00-10-12 output as evidence of suitability for Total Load Defl. U999(0.019") Na n/a 2 01-09.00 particular application.Output here based Live Load Defl. U999(OAl2'7 n/a Na 5 01-09-00 on building code-accepted design Max Defl. 0.0191, h/a :n/a 2 01-09-00 properties and analysis methods. Span/Depth 5 Na Na 0 00-00-00 Installations be In engineered wood products must be n accordance with current Installation Guide and applicable %Allow %Allow building codes:To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 2,049 Ibs n/a 22.3% Unspecified (800)232-0788 before installatiion.lninBC B1 . Post 3-1/2"x 3-1/2" 2,053 Ibs Na 22.3/o Unspecified ALL OI BC,BC RIM B AR � P ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, Design meets Code minimum(U360)Live load deflection criteria VERSA-STRAND®,VERSA-STUDS are Design meets arbitrary(1')Maximum total load deflection criteria.- trademarks of Boise Cascade wood Calculations assume Member is Fully Braced. Products L.L.C. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) • �tN DF.Sfi f JAMES D. p $TRADER o STRUCTURAL rn a NO.3601 Q. �Fa ST ss/ E ®Boise Cascade Double 1-3/4" x 7-1/4"VERSA-LAM®2.0 3100 SP Floor Beam1F1302 Dry 11 span I No cantilevers(.0/12 slope Monday,March 17,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside Tellier Job Name: Tellier Description: HEADER FOR RIGHT SIDE RIDGE Address: Lot 93 Spring Brook Road Specifier: J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram b d a • �-• • OFMgs� C, • �—. • JAMES 0. Gm e chi STRUCTURAL y o N0.Seem a minimum=2" c=3-1/4" �� PFcr b minimum=4" d=24" FS'S+j e minimum=1" Connection design assumes point load is top-I ded. F r n design of side-loaded point loads,please consult a technical represent ' e or rofessional of Record. All TrussLok screws may be installed from.one side o multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are:FMTSL338 Page 2 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof BeamlRooflR1301 Dry 12 spans I No cantilevers 1 0/12 slope Monday, March 17,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside Tellier Job Name: Tellier Description: RIDGE OVER MASTER BEDROOM Address: Lot 93 Spring Brook Road Specifier: J Madera City,State,Tap:Cotuit,NIA Designer. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 a ; BO 06-03.00 ' 14-08-00 Bt B2 Total Horizontal Product Length=22-09-00 Reaction Summary(Down I Uplift) (ibs) Bearing Live Dead- Snow Wind Roof Live BO, 3-1/7. 188/0 515/17 81,3-1/2" 1,519/0 2,679/0 B2, 3-1/2" 614/0 1,102/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 96% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 22-09-00 15 30 06-00-00 Disclosure Controls Summary Value %Allowable Duration Case a Location Completeness and accuracy of input must Pos.Moment 4,835 ft-Ibs 19.8% 115% 8 16-08-01 be verified by anyone who would rely on Neg. Moment -5,412 ft-Ibs 22.1% 115% 9 08-03-00 output as evidence of suitability for End Shear 1,355 Ibs 14.9% 115% 8 09_04_10 Particular application.Output here based Cont. Shear 2,071 Ibs 22.8% 115% 9 09_04_10 on building code-accepted design Total Load Defl. U1,103 0.155" 16.3°h /na 8 16-00-08 properties and analysis methods. ( ) Installation of BOISE engineered wood Live Load Defl. U999(0.101") n/a n/a -11 16-00-03 products must be in accordance with Total Neg. Defl. U999(-0,02') n/a n/a 8 05-05-02 current Installation Guide and applicable Max Defl. 0.155" 15.5% n/a 8 16-00-08 building codes.To obtain Installation Guide Span/Depth 14.4 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation.lninBC. °k Allow %Allow CALCO,BC FRAMER®,AJS"' BearingSupports ALLJOIST® BC RIM BOARD- BCI9, _ pports Dim.(L x W) Value Support Member Material : BOISE GLUL.AM- SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" 704 Ibs n/a 7.7% Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 3-1/2" 4,198 Ibs n/a 45.7% Unspecified PLUS®,VERSA-RIM®, B2 Post 3-112"x 3-1/2" 1,716 lbs n/a 18.7% Unspecified VERSA-STRAND®,VERSA-STUDO are trademarks of Boise Cascade Wood Cautions Products L.L.C. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For-roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes IH OF A(q Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria: : N Design meets arbitrary(1")Maximum total load deflection criteria. JRMES 0. sTMOER �, Calculations assume Member is Fully Braced. o sraucTURaL y Design based on Dry Service Condition. No.3s951 Deflections less than 1/8"were ignored in the results. ] Fastener Manufacturer: Simpson Strong-Tie, Inc. L _ 3� Page.1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof BeamlRooARB01 BC CALL®Design Report-US Dry 2 spans No cantilevers 1 0/12 slope Monday, March 17,2014 Build 2627 File Name: Bayside Tellier Job Name: Tellier Description:RIDGE OVER MASTER BEDROOM Address: Lot 93 Spring Brook Road Specifier: J Madera City,State,Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc. Connection Diagram b E a • r• • c F10F MgS�C+ , JAMES D. m a minimum= 1-1/2:'c=8-7/8" o STRAOER b minimum=6" d=24" U STRUCTURAL y e minimum=1" o NO.36961 Install Screws with screw heads in the loaded ply. ��F�Q/sTEf��° Member has no side loads. S L Connectors are: SDW22338 ff�, Page 2 of 2 0 ®Boise cascade Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Roof BeamlRooflR1302 Dry 11 span I No cantilevers 10/12 slope Monday,March 17,2014 BC CALC®Design Report-US Build 2627 File Name: Bayside Tellier Job Name: Tellier Description: RIDGE OVER DINING/LIVING. Address: Lot 93 Spring Brook Road Specifier. J Madera City,State,Zip:Cotuit,MA Designer: Customer. Bayside Building Company Company: Shepley Wood Products . Code reports: ESR-1040 Mist: 10 12 0 0 a - ,t'a BO 14-00-00 61 Total Horizontal Product Length=14-00-06 Reaction Summary(Down/Uplift) (ins) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 1,569/0 2,940/0 B1, 3-1/2" 1,569/0 2,940/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 ' Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-00-00- 15 30 14-00-00 Controls Summary Value %Allowable Duration Disclosure Case . Location Completeness and accuracy of input must Pos.Moment 14,766 ft-lbs 44.2% 115% 4 07-00-00 be verified by anyone who would rely on End Shear 3,570 Ibs 33.3% 115% 4 01-06-08 output as evidence of suitability for Total Load Defl. U534(0.304") 33.7% n/a 4 07-00-00 particular application.Output here based Live Load Defl. U819(0.199") 29.3% n/a 5 0740-00 on building code-accepted design Max Defl. 0.304" 30.4% rUa 4 07-00-00 properties and analysis methods. Span/Depth 11.6 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 4,509 lbs. n/a 49.1%- Unspecified (800)232-0788 before installatiion.WnBC CALC®,BC FRAMERS,AJS B1 Post 3-1/2"x 3-1/2" 4,509 lbs n/a 49.1% Unspecified ALUOISTO,BC RIM BOARD-,BCIS, BOISE GLULAMI- SIMPLE FRAMING CaUtiO11S SYSTEM®,VERSA-LAMS,VERSA-RIM For roof members wfth slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, will not occur. VERSA-STRANDS,VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade wood s Products L.L.C. surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. cti OF q Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie,Inca JAMES D. STRucctU�ggL ti No.3898T • �c/ST R�� 7 B 311� �,oIH Page 1 of 2 ®Boise Cascade Double 1-3/4"x 14" VERSA-LAMO 2.0 3100 SP Roof BeamlRoof !302 BC CALL®Design Report-US Dry 1 span No cantilevers 1 0/12 slope Monday,March 17,2014 Build 2627 File Name: Bayside Tellier Job Name: Tellier Description_: RIDGE OVER DINING/UVING Address: Lot 93 Spring Brook Road Specifier J Madera City,State,Zip:Cotuit, MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram L' b d a tH OF lyq Py a minimum= 1-1/2"c= 11" a JAMES o. b minimum=6" d=24" 0 STRADER_ e minimum=1" U STRUCTURAL y Install Screws with screw heads in the loaded ply. �� No.36951 Member has no side loads. ��F �srER�o Connectors are:SDW22338 Ssi N E 3 Page 2 of 2 ®Boise cascade Double 1-3/4" x 11-7/8"VERSA-LAM®2.0 3100 SP Roof BeamlRooAR1303 Dry 1 span)No cantilevers 1 0/12 slope Monday,March 17,2014 BC CALCO Design Report-US Build 2627 File Name: Bayside Tellier Job Name: Tellier Description:RIDGE OVER BEDROOM 2 OFFICE/DEN . Address: Lot 93 Spring Brook Road Specifier: J Madera City,State,Zip:Cotufl, MA Designer: Customer. Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 v 4F RA - K BO 13-08-00 B1 Total Horizontal Product Length=1340 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live B0,3-1/2" 1,397/0 2,633/0 B1,3-1/2" 1,39710 2,633/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 1250/6 1 Standard Load Unf.Area(lb/ft"2) L 00-00-00 13-06-00 15 30 13-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 12,693 ft-Ibs 51.9% 115% 4 06-09-00 be verified by anyone who would rely on End Shear 3,265 lbs 36% 115% 4 01-03-06 output as evidence of suitability for Total Load Defl. U393(0.398") 45.8% n/a 4 06-09-00 particular application.Output here based Live Load Defl. U602(0.26") 39.9% Na 5 06-09-00 on building code-accepted design properties and.analysis methods. Max Defl. 0.398" 39.8% n/a 4 06-09-00 Installation of BOISE engineered wood Span/Depth 13.2 Na' n/a 0 00-00-00 products must be In accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 4,030 Ibs n/a 43.9% Unspecified (800)232-0788 before installaton.lnlnBC B1 Post 3-1/2"x 3-1/2 4,030 Ibs n/a 43.9% Unspecified. CALALL W,BC FRA R M BOARD io ARDTM',BCI®, BOISE GLULAM- SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM For roof members with slope(1/4)/12 or less final design must ensure that ponding instability PLUS®,VERSA-RIM®, will not occur. VERSA-STRANDS,VERSA-STUD®are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood Product L.L.C. surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. SK OF Mqs Deflections less than 1/8"were ignored in the results.. o Fastener Manufacturer TrussLok(tm) JAMES STRADE1t V. STRUCTURAL h NO.36951 A Page 1 of 2 Mae Cascade Double 1-3/4' x 11-7/8"VERSA-LAM®2.0 3100 SP Roof BeamlRooflR603 BC CALCO Design Report-US Dry 1 span(No cantilevers 1 0/12 slope Monday,March 17,2014 Build 2627 File Name: Bayside_Tellier Job Name: Tellier Description:RIDGE OVER BEDROOM 2-OFFICE/DEN Address: Lot 93 Spring Brook Road Specifier. J Madera City,State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products. Code reports: ESR-1040 Misc: Connection Diagram n ° a qH OF IMq • • • � P JAWS 0. STRUCTURAL e �No.most 3l/�/�/� a minimum=2" c=7-7/8" �c�sTER v b minimum=4" d=24" /Oty e minimum= 1" All TrussLok screws may be installed from on side of m Itiple A-LAM beams. All TrussLok screws may be installed from one 'ide of m Itiply Versa-Lam beams. Member has no side loads. Connectors are:FMTSL338 Page 9 of 2 3 �75 Commonwealth of Massachusetts Sheet Fetal Permit _ N Date: 17 Q e SS PERMIT Pei4�rlf 0 Ll 00 S (� p5,Ub 'AN 1 7 8% Estimated Job Cost: $ lQ,QD(� Permit Fee: $ O Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 1(00 TOWN OF BARMT- Bnf icense# aq�� V Business Information: Property Owner/Job Location Information: Name: • Vernofl ON' e f)� T, Name: l II �, Street: C g V)* ( e Land j�C. • Street: , City/Town: W. eV Il�hQ�ti'� City/Town: Telephone: 509— qy5 — 1. 00 Telephone: Photo I.D.required/Copy of Photo I.D. attached YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other - Square Footage: under 10,000 sq.ft. ✓ over 10,000 sq. ft.` Number of Stories: ! . Sheet metal work to be completed: New Work: Renovation: HVAC V Metal Watershed Roofing Kitchen Exhaust System - Metal.Chimney/Vents Air Balancing Provide detailed description of work to be done: $'D 000 INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch.112 Yes No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy M Other type of indemnity�❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this,permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this boxE),I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro6ress Inspections Date Comments Final Inspection - Date - - - - - - - - - - -Comments- Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# �! f T7 ❑Journeyperson-Restricted License Number: �1 Fee$ ❑ Check atwww.lrass.govidpl Inspector Signature of Permit Approval The Comfnomvealth of Massachusetts _ Department of Industrial Accidents Office of Investigations _ 600 Washington Street Boston, AM 02111 wwminass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/Individual): VP_ rz n o n LIE e f)u no Address:_a� \J M,. !,nZ,n Po R o x )d f(,City/State/Zip: W • Phone#: 4,T) y 11 0 0 Are you an employer? Check the appropriate box: Type of project(required): 4• ❑ I am a general contractor and I I am a employer with v`- 6. New construction employees(full and/or part-time).*., have hired the sub-contractors m listed on the attached sheet. 7. ❑Remodeling 2.❑ I a a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9' ❑Building addition [No workers' comp.insurance comp.insurance.a re uired. 5: ❑ We are a corporation and its 10.❑ Electrical repairs or additions q ] 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions' myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] ' c. 152; 1(4),and we have no employees. [No workers 1?•❑ Other . comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. y 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-contractor 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 andjob site information. Insurance Company Name: A C-e- rr1-t,L I c 1 rs v\ o n w �o n i P,. Policy#or Self-ins. Lic.#: to S G a L1 8 - c d `7 L4, Expiration Date:01 _ Job Site Address: 'V A (_i o s 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 tinder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a.STOP WORK ORDER and a fine of up to$250.00 a day against the violc r. dvised that a copy of this statement may be forwarded to the Office of . Investigations of the DIA for ins n o, a�dverification. I do hereby certify under t pain n e s perjury that the information provided above is true and correct Simatur Date: l l 1 l Phone# ��'b$� 9�) i o U Ofjicial use only. Do not write in this area,to be completed by city or town official. Cite 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#: Rightfax N1-1 .1.0/4/2013 7 : 19:4.1 AM , PAGE. 5.1/055 Fax Server DATE ACCIR CERTIFICATE OF LIABILITY INSURANCE 110-04-2013 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 ISWAIVED, 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. - -rIA?AE: ROGERS&GRAY INS AGCY PHONE FAY lAIC PJ::Eztl- fA1C 434 ROUTE 134 E,':Lan. . SOUTH DENNIS,NIA 02860 °^na s. - - - INSURER(S)A.=F0.R0181G COV .RAGE N;,IC 'INSURER A:ACE.AMERICAN INSURANCE CO, - INSURED INSURER S: VV VERNON WH ITELEY PLUMBING& INSURER C: HEATING CO INC&CHATHAki SHEET NIETAL INC INSURER D" PO BOX 1266 INSURERE: , WEST CHATHAM,MA 02669 " - INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT-rHEPOLICIES OF.INS URANCE.LISTED.BELOW HAVE BEEN ISSUED TO THE INSURED N.AmED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIRENiENT, 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. L11,11TS SHOVIN MAY HAVE BEEN REDUCED BY PAID CLA11\,1S. INSR (ADDLI SUBr� POLICY EFF I POLICY EXP I - LIMITS LTR T(PEOFINSUP.Ah7CE INSR NNpI POLICY NUMBER. tfAMIDDlYYYY) ?.%% D0JY'rYYI GENERAL LIAGILITY EACH CCCURRENCE S DA�!A.GE TO F I EO- COt.1t.tERCIAL G=PJEz?1_LIAEILITI' I`a actirua, S - - CLAIIASP:LADE I OCCUR - - - - _ MED EXP(Any anc pamrc) S- PERSONAL&AGV INIUP.Y S . GSNER4L AGu E•GATE I S G=N'L AGGREGATE Ui�dIT A?PLIES P=n: - PRODUCTS-COb1�;OP AGG I S- p,=,En_ S FOLICY I I JT I I LOC COP:2INE0 SINGLE LIMIT - g AUTOMOBILE LLABILJ Y En acridcml. �rN AUTO - fir'DIL Y INJURY(Peroeran) IS - ALL OWNED -SCHEDULED - - ECOIL1 IVJURI'(per ar9dem) S AUTOS AUTOS. _ I HIR=vAUTOS Not i'i$NED - • PROPER r4t.1AGE S AUTO- IPcr rnajcrt�' S UMBRELLA LIAB k OCCUR EACH OCCURRENCE IS EXCESS LIAB Cl-films-BLADE AGGREGATE S DED, RETENTION$ S WORKERS COMPENSATION X VIC STATU- OTH- AND EMPLOYERS'LIAS[UTY - Y M TORY LIB.IITS ER _ ANY PROPRIETORIPAF r Nc°'=XECW 1'•i= N I E.L.EACH ACCIDENT $500,000 OFFICE:R.r41E"'HEREXCLUDED? �N NSA. 6S62UB 10-01-2013 10-01-2014 (mandatary in tJH) 49721-664 E.L.DISEASE-EA EMPLOYEE: $500,000 It Zcs.dcscnh•:under - - E.L.DISEASE-POLICY LVv117-: $500,000 OESCRIPTIOM OF OPER=.TICKS telr,i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more span_Is required) HRTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES,BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,n�1A 02Go1 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I ,y G 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD To i rZe�uZ��toz-vS6n-zce.s Th.) ar. Geilcr,Dig CC:LC•1- Torn 1'cr-r!i Duildint, commissioi:er 206,'Ma-m SLcc( I�.�n.s,-AfLA 0251,11 OfI CC: 50S-96,2- o,s �: s0S-790 to . e Ptopert (D-,vtP r�'ILSl C',�r_n.p7e�Le arir_( SiF 'F'' S�C1�.OD. i, A. -, tr c� �l I"�I �'r`, =-(� r��.c_OL'�a 5>>�r(ciLprC. ` _L -Lb by u=L•".0 Lll ac-.i'07.Lan 2-u r i f- =G =?l& r 1�1 rook JA t i, SE oh.) • �•i�cria:=u..iE Lil C�5f t tt.� � '�`.� � - C �r" '{f� ^(' Y�1( \/�j�( 1'� ' '(� I �. r r('�r ( } T, -, c(" r 1 J, C)-D e J. Y / i1�.Crl-1 1-�.J-- -Dp } .1.1� ��.J J_ �J 1.� -L� 1 .L-�JL `��r l�f im(t-o 1�frnt-,.J L1��ensc E:-,--M ion J —7-1 OT 111C l'CTipltcJ .s.`i�J.L, r : :COMMONWEALTH OF MASSACHUSETTS SHEET METAL WORKERS ... . AS A BUSINESS "'ISSUES THE ABOVE LICENSE TO: { ERTC T WHITELEY W VE:RNON WHITELE.Y PLB'6 AND C 28 :VILLAGE LANDINGI� PO .:BOX 1266 W CHAT HAM MA . 02669 000 1'60 12/22/14------------------------------- COMMONWEAL 1 H OF MASSACHUSETTS SHEET METALWORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: .ERIC T . WHITELEY P:0 : BOX 248 ,:WEST CHATHAM MA 02669-0248 2967 02/28/14 119423' ate- �a •�• •+� . r.. :Feld,i h=_n Detach Along All Pa'oratione - i. Il� 1 r Ecsz t' 0 - rr� - 02 16 1014 0216't97cU' CLASSt s•REST �HGTIX 7 {{.'^i'� ,. fDF i� BMm '6 06:M cif s t71 t > r r a ERICT -:r+% l ji 'Sr 1811MAINSTIr ,gyp + +21 i�t: sr i TempParcelEdit Page 1 of 1 "d"'p 9 Logged in As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 093 .....1 i Street Number: 64 Unit: Dev Lot. ;LOT 93 ... __. r Road Name: SPRING BROOK LANE Sec. Road: T/R: Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 ' Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: Up e V1, AddAnother lhttn•//iccnl?/TntranPt/Prnnrlata/TPmnPnrnP]F,dit acnx?TD=Aril 1/16/2008 f Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 4/8/2014 Address: 1645 Falmouth road Bayberry square Time: City: Centerville Indoor Temperature(F): State/zip: Ma 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area(ft2): 2130 Email: System Airflow(cfm): 1400 Cooling Size(tons): 4 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street: 64 Spring Brook Lane Supply Ductwork: Basement City/State: Cotuit Ma. Primary Location of Return Ductwork: Basement Comments: System located in the basement on two zones#1 First Floor#2 Basement Duct work in cold spaces insulated with r-8 foil faced insulatio.n all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx ; System tested after rough install with Minneapolis duct blaster. Sheet metal permit#2 201400352 Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Flow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm) (Pa) Installed (Pa) (Pa) Installed (Pa) 25 3 83 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as System Airflow: Results: Outside Leakage as% Total Leakage(cfm): Floor Area: Total Leakage as% 83 System Airflow: Eric Whiteley Toal Leakage as% W. VERNON eric@wvwhiteley.com Floor Area: 3.9 INN 28 Village Landing KUWaING•HEATING+ws CONDU�[wo P.O.Box 1266 W.Chatham, MA 02669 Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com i -- --- - --- - - - --- --_- - - -- ---- - ---- -- - -- ----- -__HHEEI ------------- qp SMOKE DET�cTORS RE1�IEWEC C� C ":9 ' I=RONT ELEVAT]ON `�} E BU LQ�JG DEPT. DATE SCALE: i/a" _ r-o" Z ,.. M� m _ ,o � W N 0. FIRE DEPA€,TMENT DATE 7 , �f3�t�Si la Ttl Es%?E REQUIRED FOR PERMITTING„ 8 W - -- - --- —— -- -- - ----- - - — W to IDE 3 �TIF . to Z J Lu F- > , J W LL, f W _ - O NJ t SWEET ------------------ — SCALE: I/a" ', I. ION 1 REAR �LEVA I O" JOB: 13iq DRAWN.BY:• KW DATE: 10/7L13_ _ _ N -- — ----�� 12Ll _ O loom Now �. s TW2436. f -----I i - -- ------------ R I GHT ELEVATION SCALE: 1/4' ti. -- — w z w w � � z w H w jr ® w w. FH1 w L—--J SHEET LEFT ELEVATION A2 SCALE: 1/4" JOB:.. I319 DRAWN BY:'KW .. - ... DAT IO E: _ /7ZI3.. . 16_1n q,-7 ,i 8-4 12-O _ --- Z C. m p� n S? ONO m N N .O In F3- In v v a m A — — COC , L MENs U {L W.I.C. t• � � s� (J o o R '; O CARPET N 2-4 _I I I VS 606 .. II'-0" CATHEDRAL~ w .. .. ... 1 �12'-0" CATHEDRAL. � . . - 1 SK LIGHT MASTERcAB BEDROOM . V. 1 56VE i z DROOL 2-� v Q r-- ----- -- - # RPEr - _ 14'-6 1/2" f �. 2 '-4n Si_bri-� 3i_On- MM IT YI X„> (2) 11 7i8° LVL - = ILE I .. - - - .. DRY FLAT 14' 0° CATHEDRAL BATH. - � KITCHEN DINING rid r 30 I/8° x 60 7 8° ~T CONTINUOUS _ - - o 1 w REF OAK - :. - OAK 2¢ _ •• . R RAL R DGE S 2 TW ?4410 . MASHER O 1 2� .. p ,. -1 scun'LE .: _ 6 fir® 3'-8' 3'_8n 13'_8n -o _ .1/4n :. f 1 1 T 14 2� .. OAK 2k PA LAM 2) 14° LVL. I¢ L U_7d LVL RIDGE N _ r N m o _ ABOV 7 2 TR C7URAL RIDGE x4 ... `. .. 4 � � 2Q DN d+ BI-FLD � o .-.. .PARALAI"I ' 2� 2k r FIRE PANTRY a-a. RATED - .� 1 N `. - 14'-0" CATHEDRAL 30 I/5" x 60. 8" - - - - TW 2441 OAK LIVING .. - 1 m 34-I/2° x 82 I/2° 2$ .. ' �2km2848 LITE - _�i 1,F `? .IV-0" CATHEDRALN m . - v_ 1 .> OFFICE/DEN 6 .-- —————— --n f CARPET Lu 41 UP TRANSOM .. _ 1 1 ABOVE. Z .. Au ... .. .r AN 451°S i - LALLY COLUMN LALLY COLUMN - 53 3/8 x 21' _ 1 lu W12x22 STEEL ABOVE t, - - N - 'TW 24310 .. .,�.. .. Q a = 30 I/8° x48 7/8° .STORAGE ABOVE 5'-2 GARAGE (L - CONCRETE SLAB -1 ...�° J - J x. � PITCH TOWARD DOOR-• - - - v N _� o u 4 = to Q 5-2" y� Txl6' O.H. DOOR. - "(3) 11 7/8° LVL'14DR. .. CONCRETE APRON SEE DETAIL - SWEET n I I n u n 2' O - - , - 2 O -7 1 - - 4 3 - - I6 2 5 ' O 6� 4 3 O' 5 9 6 20'-0" 24'-2 " BY: iK3W:BA OT 71/q 1 3 I GIRDER - 4x4 P.T. POST 5'-4n GALV. METAL POST ANCHOR 12" °50NO TUBE" PIER TYP. I 28" BIGFOOT FOOTING wON - I DECK o HALF I o �I _ DDROP T.O.W� ULKHEA .LDROP T..O.W �p .. v-TO SLAB I I I TO.SLAB _ DROP T.O.W. — -- -- -- -- -- —— -- — ---- — — —— —— —— ————— r= — — ` . om _o- IIIIIII, ;:::....IIIILIIII _::. m-i _" \I.\\L\\\\\.\\��\\�\\�\JIIIII—I:..''i.•s' N--� -- -- —— II�------�—I\IIIII IIII— \ - .".. .. — —16�—'--—O,--- —'— 4 - —o —r----- -- SACK WALL ONLY 10"x7-q" CONCRETE WALL .I4'-4 1/4" 16"x10" CONT. FOOTING TW24 iP 7'-8 PL0 p POINT '8..-4 \o\N FULL SASE' ENT 3 /2° CONCRETE SLAB VAPOR BARRIER LO _OT_4" 7'-4" 7—4' 7' O 7 7 2 I -- ° - �- 6ro .W PKI BM T TO - No m EAM POCKT Q 3— ,ma ZJ W0 rNT' 2 _ -- — AD A -2x12 GIRDERGONGPA /2DIA. STEEL Ec) ; COL. TYP. ------ -- -- ————— BATH DROP 10' @ DOOR PLAY ROOM MECHANICAL CONC8"x7-q RETE WALL EJECTOR 16"xI0" _CON . FOOTING 2SLS P ALIWL THE , -loll A 24'-0"18' Z GARAGE _ ————————— ——— LLI 4° CONCRETES OCRETE w� C WALL NOTE: DROP 12° FROM 5/5" ANCHOR BOLTS TOP OF FOUNDATION EMBEDDED 7" w SPACED 32i O.G. 8"x3'-q" CONCRETE WALL 12" FROM CORNERS 16"x10" CONT. FOOTING WASHERS 3"x3"xi/4" (u DROP 10" @ DOOR FOUNDATION PLAN SHEET SCALE: 1/4" 1'-0"' q'-IO° 20'_0" 6q'-0" JOB: 13OWWWw1qZ : 71 I DRAWN BY: KW DATE: = 10/7/13. '° N V p w. 7. - � W J : Q W - U lK • . -RIDGE VENT .� 4 SO �(2) I "�LVL STRUCTURAL-RIDGE BOARD � CEILING JOISTS TO ■ . '. .. ..5/6":CDX PLY. SHEATHING. .• G. / RAI E - .. .. .. .. 6a0:• 08 STAIRS - ... .. ty ASPHALT SHINGLES. .. .. - 6-'DOOR AT 7OP OF w . .., .. b. 12 .. _ ..12 - _ _ 1'1' C 2x8 DORMER RAFTERS ... 2x8' '� 16"O.C. BLOCKING 4'-O"O.C. .. .. .: .: ... 8 .. IN FIRST TWO RAFTER. � , _ O °FOATING DORMER" -: - j BAYS FROM GABLE WALL Lo .. .. z - 53 3/8° x 21° : : CATHEDRAL CEILINGS: MAINTAIN AIR SPACE .. - - '4x4 W .. 14' 0 LIVING / DINING W E 12'-O" MASTER SUITE . _ ° __. PARALAM. STORAGE �i RIGID WIND WASH BARRIER REQUIRED GONE VENTING DRIP EDGE 11'-0 BEDROOMS Ix8 FASCIA - - j TO COLLAR TIES IN R DGE OVER KITCHEN .. AT EXTERIOR EDGE OF EXTERIOR WAL - O - - Ix4 SECOND MEMBER I IN STORAGE AREAS: TOP PLATE - - _ 7 ALUMINUM GUTTERS AND DOWN SPOUTS [ - 2x8 e ® 16 O.C. .SIMPSON H2.5 .: :FRIEZE BOARD AND MOULDINGS r - FASTENERS'AT,:ALL - - - .. r-j 'Ix3 STRAPPING RAFTER-L TOP PLATE - _ .;~.. _ A :. JUNCTIONS TYP.: M a 13R r J I/2' GYP. BOARD STRING�r� . 4 I 3+�2x12ST S AIRS .. .. :. 2x6 EXT.:STUDS 0 24' O.C. - :. I '': -i KITCHEN - .R21 F.G. INSULATION .. J .. .. .I/2' PLYWOOD SHEATHING .TYVEK WRAP (OR EQUAL) I - r-J - m . p W.C. SHINGLES r-j .. I �� 3/4° OSB_SUBFLOOR i� � ° FIBERGLASS INSUL. X6 . 'P.T. 2 $ILL + SILL SEAL ..ii.. ANCHOR AT 32' O.C. .. _ _ .. _ .2x10's 0 16°O.C. Ls zo 6 0 - .. - .. - - 2 COLUMNS _ - R30I INSUL ,.3 2x12 GIRT Flo, . I .3`1/ " STEEL COLUMN W . .. 13R STAIRS I-. " o 3= 2x12 STRINGERS i n , .� SASEh TENT u W. �` 13' 4n. lf7 O r r. 8°zT-9° CONE. WALLS - - Imo CON _ .. - (2). #5 REBAR TOP S BOT: . I :(2) #5 REBAR TOP # BOT .Q O CONCRETE SLAB - DAMP PROOF BELOW GRADE — - IY..W u W E W_ 3011 A. .. lU CROSS SECTION W ou SHEET 13l9 DRAWN BY KW N M . EXTEND HDR TO CORNER - • ',-f 2s6 DBL TCP PLATE FULL HGT. STUDS "IF,`._ : - : / / ■yl�� JACK STUD NAIL:TOP PLATE APPLY SIMPSON MSTAIB CONNECTOR % / H2.5 ® EA. RAFTER .. TO BTM OF HDR -o' w/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER" W op ® 3" O.G. TO EACH JACK STUD o J ts - STRUCTURAL PANEL ' HEADERS _ - °o T PLATE NAILED Bd COMMON ` .. CONTINUOUS HEADER - .. - .. o ° , _ OP J ® 3" O.C. EDGE AND FIELD - CORNER.TO CORNER - OVER MULTIPLE OPENINGS �. .. - - - ~y w G ` DOOR TRIMMER STUDS r .^ RAFTER T O �N:T.S. mow U' 4, O. PLATE CONNECTION SCALE: 2- 5/8" ANCHOR BOLTS._, .. .. .. .. .. _ .. .. - w/ 3"x3" PLATE WASHERS - - . . - EACH NARROW WALL.SECTION i'i W O SWEAR WALL COMPLIANCE: O DOUBLE-ROW AGGRO NAILING W 34% OF EACN WALL RUN INTO BOTH PLATES VERTICAL SHELiTHING WITH ;_, 2m6 DBL TOP,PLATE- • -- Sd NAILS 3" EDGE/12" FIELD. A E .PLATE y. ` (4)6d N ILS P R FT BO I TTOM F . L=. VERTICAL SWEATHINGUWITN. , ....- III: O S 3��. ED /I2"$d NAIL GE FIELD, .W (4)16d NAILS PE.R. FT 50TTOM PLATE . r - m W . VERTICAL. STRUCTURAL PANEL ° NAILED ed comr-iON .6 3":O.C. EDGE - NARROW WALL: BRACING AT GARAGE DOOR AND 12" IN FIELp_ lim .- :... SCALE: N.T.S. :. . VERTICAL: . :. DOUBLE POW STRUCTURAL PANELS -- ' - - BREAK ON SECOND FLOOR .. STAGGER NAILIN - - - .: INTO BOTH PLATES - - RIM JOIST "- - .DBL TOP PLATE - - - v w : z p ......... :... .,..,.. ,. " .r= .:. .. . _ _ .. _ RIM � -. . VERTICAL SECONDJOISTL� 1--1 �. -J.. .. .. R CA. _ VE TI L. . STRUCTURAL:PANEL STRUCTURAL.PANEL �' NAILED 8d COMMON .NAILED 8d COMMON - - W O ' ® 3" O.C. EDGE : .. ® 3" O.C. EDGE AND 12" IN FIELD ., - - - AND.12" IN FIELD - - • Q Ilu r } DOUBLE ROW DOUBLE ROWS- p O° w STAGGER NAILING FI - INTO BOX AND SILL * STAGGER NAILING U - .. 4 .. .. .. INTO BOX-AND;SILL. F. SHEET II I .. .. OFULL. HEIGHT SHEATHING —SINGLE FLOOR. OFULL. HEIGHT SHEATHING —MULTI FLOOR - SCALE: N.T.S. -i, .. SCALE: N.T S. JOB F3F9 DRAWN By, KW DATE 12/3/i3. 11 -- - - - - -- - - - - ,. : , .. I � _ , - . , . . , 1. I '. . . � . ...I � � , . - � �, ,I .I I-. .I. . �.A%, . . �..� .-.I I I . .I . - I - . .. . . . -11 ... � � . �4 _.�, . -� .� I z.� I ..- � I . .�I -�. , I *. .1� , I . . . . -� : ,� . - I � . I �I . , - . : , * � � -� 1� '. ,'�. � : _ I . . - I I . I � . . :1 I ..., �.. . . . I I . _ � . .. _:I: . I� . I , � .L .. V I .- � ,.-, . : .. �i . . , , . - � . . ,". � , . - .- _ I - - � �- � -_ ,. �� - C . - �� 1_� , , . .I . ;.. ,: - . I �� - �' -, ,. I . , , . .A I � . �, ��, I I . *,�4_1�� *.." -I . I� ., ., � - .�- .I 1.- I . �1� Q , -:j�jj] - , , � � - . �: ) , ., . � .�,,, � ��: :�, . � ,L . - I. 1 � � . a�.. I � 1. I. - I �� -.' 7 - L�)__ I . - . I I .. . I : - . -� . � . .. I I .1-� . . .I . � . .� .. .. " ,:, I I , t. ,.��..� �:,.,� � 'I , I : . .i.,I".. �. . , � � I I I I I - I - . . � . . 11 I � ,� '� . � . I-: ., . - /4 �2 :.�'� "i - - , I. .. o,':� -'� � ,:;- �_� : I ".�I ... ..,,:,_'%�:' . . � _� . . - 9 , .. I . � 11.�� F - . . - _ :.. I ,. . 1 1 . . - 1:1 .-fl .. I � - - - - . 1 . , � - 1, 1 . � . .. . � I : . , . � : I ® . � .. -'. _ ' .�. _ .. - t � d� ,o i; 4' . r .. � n. � � 1 . �: � I a al . : . , . - ' *�1: ' ' e - . . . - - . . : _�,- z --!- ,. , . I . . � I ,. .......k. .11 '. - . ..., I i.� � ,;. - 11 � 1, I . . - � � , - ", - , .. I . I � ��,�I.A.�4-I:,.I_;.�,I.,1I�..I��I,,�-I I1 I:I._Il..!�.�_�.�.:.:',i...-,�_.�.,.I_.w.'1.-I I I�...I I,.-�.�:�,I.,-;�,F.�:,..I,-."',,.._-"'�-.II.,1.�.N..,�II...�."I1,s.:.'.�I..I II.,�i,�:.�,�.'.-I...�.'��i�I k1..�.,II.-..',.,,.I.--.;1......�;...,.�,"1!;,;��.,,F,.!I.I-.�.I I,.�1I,.Il,.I�.I I�.-T...�.....-�,.1I.::.:�.;1�.._.,._.I,..:.�,L.I.t..,.�1.,.I.,,�.I..'...�.....�I I.�:.1"I,.'.�...,_I..,i...�_..t.�.II�I.-,.�..,.�..-I 1_I,�"..�I.�.��t..,...��.'�_.1:1.::I:I I..1..��:_'..-.�II:I�.1%,..-,..:1.�I�:.,,�,.�:J�1,1�.Z�..!-..I��!�,....-:�."41!.;,-,I�1:,�.,..,l,I.�;.II��I;�.�"1..,%;:..�-rr,�.,1.�1:�..-�,-'.':.I��._II,-.-...111,!.:�.1',,.1I.��-1:,---.'I�..-.I',��':�.�.1....�,1-.,,�1��-.�:.�--I.-.I�.1�1*,._�_.�.,-;.1,_��;.,��1 Iy,,;�:,.1..��."I",'�.I;:...-.t�,.";-��1:'-�.�_1�,.I,:1,.,,...�.�I 1,r�1-��,1_-�.��.::_1�,�1.::-...��.��,I,,..�.:,-:.!�,I_..,--��,,_:1'.\1 I_,.x��.-�:1..1-7-I�_.:I.I. Fre ared For : Lo•t ,*I 7a�',I..-�I'..I I.-I,..:I-.�...�_�'.....I.�.�1...,I.�.�.1-.:I..I....:.�.s,I�.-,.....-�.1I�,I�1 I.I-,�'.�I.I�,.1-I'��.��I.I�.I�.I.".I I,,1�.93 f-' "�I,.1.I�.'��A�,II..-I1.I;i6r4 S rin Brook {LaneT zCotuit Meadows �..I . ,1...�I-�.�._.�-..�-�I:.:..I.,--.�I."0�II I.I.��.-.�I I�.�.I-..,�- :.1I�,...,�-..-�.�....4�.,.I".-.:I 7.�_.I..T..I.�_....�I...:�,�.,I,I 1.I�,.p...-I,:.�.I.-�I�.-.I�.�I...-�.�.��.�-,..-I'..I..:..."1.i�I..I..I.'I...I.11.;.. ��.I.'.I,�.,�;-�..�,.�..I.1-1II:,,,1...,.�:.1�I..-......1-...�1�...,,�..,'I.-:�..I-.1,��'.61��...._��-.:.1%..�I-I....-1..-I.;.�I:I."-.'..,1��-..i�..I--I_�......:...�."-.,1,1 1......-�..I...-I I,,.e.-. ,�1.,.I.I.-I",�_'.1..I I;I�I`--...�..:I:":.I,�.��I,�-�.�,I-_-..��.I:-.�"...,-��.I..,%.�-..I:I1.I!..,..-,:.-I�1,,��I.,_.I-.....-�..I,1.,I,,...:I�..-.-..I1I�...�.f1,.I.��I......�,I 1.I:�I.1.�,I.,I�-.�.;..,�-I I.I...%.��,I-......v I-I..I..�1Ir....�.I...,,-..-.-�..1�...,�.I I...I I..'.�..,I..� -,_1_.,I.1-.-"�..�:I:-�_-...�.I I*-.,I..*,,I��I�,.�,1_I-1-.,...._".�1_.�.-,..I��.I��%I._II-1 I 1I.�.'_.�:�-I.1 1�'-,I'��.1..�I:11�.I_.I.I�-.�.1..-._,I'--��,.,�:�.,-II..-,�..-.,-_,.I�'�,.,1,I-.�..I�I,�I�,�I �.I I I.'"�..,:1 1..I...�_I�I�.I;.,I...1�.��.--,�I,.I- ..'I,-..I.",.�,.�'::,.;.I-�'II I.".i-,�.%�.,.I-.j.1.I,I.��.II.I`�'.,I,".-.-...,,I,.,,�1.�,1,.1..,t�.:I,:I�I-..1..��1 I.�I�., �1:-`,.I.1-I.��,-.--...,,,--I,1.-;:II�-.II.I'I�I-;I�....._�.-r�:',,I 1-.-,1,I,.-"-I.,,.-�-.�4 I1I I�r,-:�,';�.;�I1�.-,1�.,,I-1.,.�:1,_.",.-�:-,.'"7..,,�::..-.:-:l 1�'_1�.1.1:.,I.I�1'I:..�i.��".1.�,,-1..,lw...�1.��1I...I I.-I 1.I�I,��-1-. :...1,1.-.,,,.:-I�...I.1..I V-1.,�..�:.*.,.-..��,_.I::.1:1 I.�.�.I.I,__..-.I.q I'-...:I;,1II��-..�,I-I,I�...:I'I..-"I:1.,_-:�L.....1.,I.-:.I,.,.,i.::�1I:i-�...1.1,..1 I,I1.MI,i:I"�.1..-.11.;�..I,;7�.1.I_.,...,.,�,I-%I:1'�.,..,,�.1-,-.��IIq_41.-1.,-�,,:IA...-.,,I�1�1 I,-I-.f.V;..;:�, I 1III��;.,:1-,,:�-..".,..-I.,�,,"�I.1.1,.I.:�1-,:,--.,-,:...�.I..,,I..;7.,.`�.�.I..1.�4�.....,.,"F;.,.,,.:!!,I,-:��.I...-(�,�,_�I..��:�...t.�:.,..I-.1:,�1..IW.,�.I..I.,,'.�I�� I��1"�-�.�;,,4-".,,.,�I..,.-.��1I-1,�-"-1�.-._-;I.I.-III_I,'.�I..;,I.I... ,,2.,�.�;�.:�_.'I.-.,".,I-,,�AI-_I,�",%,,��.,_I.'�--.:�II,.�.7I.-.I_�-,�,� ..,.,.'�'I-��-,�,-".,.,1.-..2I�"-.1.,,.t�.��1.r:�,"-,,.-.'�.,_,;_...�I,�,�. ,,�...1I,.�1'..,.r,._.-t,I I-.,-�;�.�.-...I,,-,,..,,�'.o-�..-�.'-"�.�-..,-,�1.,-_,-...1�:.�",..%..-�-I-.t�I.�.�,..,�,:;:,-��..��e�-�,I j�',"".;,,I.,,1-��-..:II;�1.,_ �,.-.I.�I:I�,-o,.,I.--".�,�':-,.,I,�1,-,._'..�,�'I�.I�:��I I�,,I,�,:,,.X.,.,I�:I:��1.,,._._r,.',-.:....1.1::.'.I1.,�,,,.,..1.I,�-I.:_1-,.I-",.�1�..I,";�,I-,.,,,.�.;,.I..-11��,.._�.1��.I,�.:....".,1�I,�':.�".�.I,�.1I-I,..-,�,1I�.�,."..-�...2�_:,�.�'�, �....1�'.",,.",�II..,I.....I./.II..�.-;;;-'I��,.I,_i,,,,%,�..I.III-��!I,,1'-...".�.r..,_�,I,.�..,,:-I`*.1�.-.-,�..;I'I w I�:,.. ,.:1�,�,,�,�..��.:.�':�,II,,I I��1:.-;...�,,".�,�,_�,.l,:,.,.,,�.;_._.-�y,..�..I�1�:..;,,.:_*/:..�..;-��.,.,,.i..�',.._--1:.,.--.�.-.�.,-I I ,I1 I.I,"'..1"I�.:"...�-�..-.:,I II:_-_'I.:,-��"..,I..::_I��.,1,,.,� �,..11-�,,r�'.�,�,.:.��.�e.,'�.,I-I,.,�-.p-.,,�1.---�.:,,.,-�.-'-...,,".:',1�,:,,,,..-'.1.I-_.:,.:.1�i....��I�.,.�-"�1,1.-.�_�I,-��"--,�:-1.�.,�..._.��.1._�'��-�I..I-�,I,,�_.::,1��..,.1-�,,', ..-.�,��;;-1.,�,II .-�-_I.1 Y�:_,�,�,.I-��'-_,:1-'I_1I.I��1I�..�I1-./--"'I��.,��r�".".;:.�-��1II-.-1I..-.�.:,;.I,1,,.-'.-,U.--�1,,j:-,-,I�,,,�,�I;1 5-.,".'-�,,0,�:-,I-"--�,I:�I�,,7:.,�....I-�,-�.:'�-�._I.II I1,�.1.�"_�.,I.,I..,....'I,I..�1,'..."-1,. I�,,.-I I.'I,��.:.,,�.r,�I.��I-.�,,-.,";.,��:.'.d,�'I�,:.,1I.�,,I I',.r�-.,..:.,,.,"�z�.��".y.�;1I-...-�F�,U�1.:,��.P�_-,:: .I�-I.._-. ,-�"1.;.`.��I,.'-._.��I I..:...:.-,..,�.:,I:::�.". '1..a��I��I...�..1.I"1'.'t,.,1-�I...,,�I��.�;II..1�.1......�r I I'I,I-,.:.-I.I i..�I 1.,.:1 :�..*..I:*I2,:�.I,.-.. .I%..,�..�-�I�.,I":I...:..-,��I�,,.,.1....3;.�% .�.III,1.:�I...,..�,-,I.,4 I.I:�:.-,.:I..�..I.....:I..I1...1.II-1-1I,i..,I,..*....-I-.-I1.-i,-�.,.1 I�"....I--I.1...-..'-., I,-I-.I.�--I...".1.1 I.I.�I1..I..I.�,..."-_�.1.�I..:-1. �.II.I.../..�:..-I-.,:.-,..-I..�-,�.I"..�I- ,I,1.I�T1-.1,_I,1..1.-1 1..�1I-�:�.;.-'"�..- ;-:-.I...I..-.-I I,. a . Su6diVision of Barnstable, Assessoi s Map 002 Parcel `02 ;* Baxter k ye Engineering & Surveying Flood Zone-IC ® FIRM .Community Panel Number,No 025551 .0021 D OWNER: 'Cofuit Equitable Housing, LLC:.® Deed Boole 21804 Page 41 , :Registered;Professional . r En ineers=anal` Land Serve o s. ,,., . - -OPEN'SPACE Cotuit 'Meadows Homeowners'.Associatlon, _Inc :Deed' 9. Y Book'23161-.:Page .59 t, 3rd Floor 78�North Stree ;'_. Bai astable Zoning°Board'of Appeals,No 2005-082-'0 Deed.Book 21059 , , . Page 158- $ s' Hyanni MA 02601. Minor: odification No.-1 ® Deed Book' 22249 Pa e^282i 'f Phone (506) 771-7502 1 . 1 - (5013)-771 7622 M g . _ , J - _ - I.ob Number 2005 214 O2 7 1;4 ,I�.�.��I.�,I.-.'�1..I I.I.I_I.I��_.-:I... .';.-.z��.�.�.I,�:.� ,-..,1�.1.�1-....,11-;_I,..,�I. . Scale 1" 2Q' . s _ : - _ 1.I:_.-,i. 3 . ;n! I. ,1. - ..� -. y n�...:.. , . _ _ a n:, , . ., 1 n.. .. .- ,. , .. ..-' , : e) E M \ r uV y .. t - t - ... , •44 a . ". • . h,, n - PE .- . _ r' 0 :n, i _ N SPACE ; ' .- _':, Y 113.7� , :' - iY - F - -. . N 82.p" E +,- . j �� F` I. - 0' i N. LOT 93` rt n . 11,56' E„S F ' m '�o. 0 27 ACRES s.o' . . _ _ S o i' , _� -, I: '52 a �- ro 1... I - - - #641 * % . , o - .` .. J. N o i EX15TlNG'EOUN o LOCAlION DAB _. 6 1I133 - s IV-o . - 9 o.-:I��1 1-.:`...1�I.�,,._�.1..��I*-1..-�I I_,.:.I�.,�.�,,...5.1It.�,��-,.-.1'.._,,��..��..*.�.I.,1..�I1I.r I:..I�I:�.�.:qI�0..,.,....-I-,1.I.I,�....,_�I-II�I.I,,.�:.�I.�...1.�.�I�I.�-%,�.*-I-��1I.1.�I.I'-I�.I.��.....�.,��.�I:�.I�..�,',.-:_.�,;�...��,--�.I.-I,I;I',:I..1�_�.:..I,..�.I...I�%,.-,,-I�.II�.I�.I,-:,_,-�I�I�-��....�.�T�,�I.I 1�1.�4..I.,.,�I.-I.'I�I,��.�I--I�7.:,I-II,.p,.�1.:--.,..,II.I,,�I1,,-.�.��.I".I.-:�I:...-":.j 1 4�.�I-.1._r�.7I�':I..,��;I,�I�.-�".-,1.�I��.;.�I,'_ 4 0 n j o \' ;o \ . T O.F-63.93. - 20 �I' . �I1, ` m 0 2 L: 2 .. 0'. S a o --�ET_1 CC _ ,1":,_,,e�-.,,�e,.�..�,..-..II,-'..�.-,:�.-,I�..� ._ ,-. _ . . " _ e p 0 `l Ne s :��:'!:I;.-i_I.�.�.z'-�I"...1..:�,,.-1I.',,.'.,I"�1-�I,�I...�*I1�...,!�,�.,%I..,.,.�,1II��V:...,:.�I,I1-I_I:z,� .1I....1 I....:�;:�.,1I�..'."�,.W.I..,,.-:.I,�.I,..I,I.I t�-,�..1 I_.,1..I I.1I...�-, I�t�..1��..,,.-.`..*.�..,......:.-.1,,...:�-,��."I:�.,-1-.I1I�.-,,,-,:._..0-;,,,II..,�_..1 I',�..�;,�1,.,....,.".:L�,�,I,I...I-�-;...:I I.4i_, .I�-I.,'.',�..l.:,_�.�,.I.,-�..',_'- I. Y R L_4p I. ' x.r R-60 00 ' _ L�11 25 I. - - - . , R 30.3� 9 . - - _ • .. , y_. - _ . . f_, p� „ bb .; ,- S t i . 5p ." . } : - f , $ :�. ' n.. .! • .. , I CERTIFY THAT. TO:THE BEST OF MY KNOWLEDGE .THE'EXISTING`STRUCTURE SHOWN:HEREON'IS IN COMPLIANCE WITH FRONT, SIDE AND. REAR SETBACK REQUIREMENTS;.(20'/10'/10') AS NOTED,IN, TOWN OF ' BARNSTABLE"ZONING BOARD OF APPEAL-No. 2005�082 (DB-21059 Pg:198)-IS LOCATED.`IN RELATION TO • �P,_(H OF Mgss PREIMETER.MONUMENTS SHOWN PER EXHIBIT-"A" (DB 21804 , 45) AND,IS NOT LOCATED WITHIN.'A �� q�y I . r SPECIAL FLOOD HAZARD 'AREA: SH .NE Mp: Gn THIS PLAN IS.NOT TO B ORDED NOR IS IT TO BE• USED.'TO ESTABLISH PROPERTY LINES. DA1 �(\A . . r �V . . ,. ,.i : . . oQ , . .. . .. .ws 2 ? �FJ��r1STEa�° . . ._, . . _ �N�,- RI. II I. EGISTERED P SSIO AND SURVEYOR BAXTER NYE;ENGINEERING'&.SURVEPING ; DATE . I.-k . . , r I. . - , .. ..4. . , . ... . - I. d a • 1 4 t -- - - - ---- -- ----- w 130 III - --- - - ---- W w CO 0 FRONT ELEVATION /4„ _ -p„ WJ" SCALE: I IN 0. I 1 II Z . --- w FHF - _ . w Q to IL QLu 7:4 , w wU i i - - I l SHEET -----� -L---_-- - -- ` ------ ------------ - ----- -------- -- -- -- - -� --- - - r fi ---------- - ---� : REAR ELEVATION - .. JOB: 1319 DRAWN.BY:. KW SCALE: 14, DATE:" 1/12/14. i - - N w IllL ® 0jW .. . . . .: :. . .. w IL Hill - MEN TIN2436 .: W � J_ 'a O _______________ __ _ __�= ----� a RIG�4T F-LF-UATION SCALE: 1/4" _. 1'-0" - : ... .. .. 12 w V Z : . Ll . wo z w )L Q tu w .� w LU = U SHEET LEFT ELEVATION A2 SCALE I/4" _. 1'-O" JOB: 1319 DRAWN BY: KW DATE: 1/14/14 13i 8ii 10 6' N O SCREEN Q PORCH • _ 19 —— v Z' C4, _ — m .. a r - H m .- _ - . . _ CARPS : ❑ . CARPET N 2S .I '-0°CA �? '� VS 606 _ .. - .. , 2' THEDRAL .. .. :.. RI I i 11.' 0° CATHEDRAL .. �. MAS E 001 I o b . I sKriiGHE i BEDROOM #2- v w w CARP —— —— 7- 7 'CARPET' - - ---- -- o r - 14'-6 1/2" -6" � 2 '-4n --5i_6n-- 13i_p° (2) a /e° uiL ILE. KITCHEN 'o° cD Ary GRa TIL _ .. .. F ,. .. . . a 30 wa" x 60 7 8 WW LAUN DRY I:CR FLAT 14' � CONTINUOUS OAK. STRUCTURAL RIDGE - E �� 2�. IL ' 2k REF J WWf� ul K v. TN 4410 MA5�1 ER-a 2� CEILING LINE U�As`_uu;r�E fR _ /4" 2' .3 ——— ——— _ 2 8.: 14' 9' 3' 3 2 I ' n L .: 2� :. OAK o: O TILE '- ::-. 2 .PA LAM 2) 14 LVL 1� N m 1 im _ .. .. ABOVE. D TR CTURAL RIDGE x4 L .. .. .. in .. 2� .: ..DN BI-F .. .. PARALAM .. .2k .. ..2� .. - LVL�RIDGE � PANTRY RATED N 14'-O° CATHEDRAL _ /8°:x 8° 7 _ 4' 7' � ' 11 n 30�I 60 .. .:'..: .LIVING W 2441 51L K S. OAK o m ® ❑ _ - o - 2 cr . .. - ...2868 9 LITE .. .. ... .. ... _ II'.-0° CATHEDRAL- .. _ .. g OFFICE/DEN -- ------ -- ————— 'CARPET w Up � TRANSOM�� r� ABOVE Z AN'451 S ° �LALLY COLUMN : LALLY COLUMN - - 53 3/8° x 21 _ O v Q W12x22 STEEL ABOVE w !7 - (V .. T.W 24310 ..: .. : .. .. Q .. N . ... °. :.. STORAGE ABOVE .. : - Q .. ri .i 30 I/8 x 48 7/8'. .. 5'-2 ,o .. w GARAGE �. — TL :.. :.. :. fL CONCRETE SLAB .. : .. ... w PITCH TOWARD DOOR v N -a Lu O -u UJ Q 5'-2'I - .. Tx16' O.H. DOOR - - LVL-HDR .CONCRETE APRON SEE DETAIL _ .. .. .. SHEET u ° ° '-0' -7 - ° 9-0 ° -3 cq 2 2 15 5 6 6 4 2O,-Op 24'-2n 15'_O° JOB; l319 .. DRAWN.BY:. KW DATE: 1/12/14. 6q—p 36_gip 10_prr — .. � ——————————————— --- ram,-- — _ — =NG I x FOOTING.-/ - 2-2.rcrGIRDER ONLY 4x4 P.T. POST GALV. METAL-POST ANCHOR - .. -12°.°SONO TUBE" PIER TYP.: on w I I . ----- ECK �` I I o � II I IL i H - o LDROP T.O.Wy- .� I UL.KHE?,D .: .. .. I( .. .. �TO SLAB ?•:I' .TO SLAB I I I DROP T.O.K. ------ , W —— I ———————---- —L— ——---=———————-— ——— ----------------- ------------------ — _ ]V' a • I _ - z' I Q 14'-4 1/4" .: (TW24 O 10 ry i , I o ILIT UNFINISHED OF IG . � _ � \ ®\�I :FULL BASEMENT 2& E NGRETE SLAB — _ I.._ om_ .:.: . :IIIII �.''..?.:LII.•.—yt r,..m�':s �._._.�yv.vs\\\.v.. '\IIIIIII I uIiF . •VAPOR A�P c B 'AR R"IER�\\\J C3A Y 0'N°:x C 3 Q- " '6— r_pn, —a n. 4 T-4° _4n 7p7r ppO B_ ' I .yu.ri.a-IlIIIIII .� DROP 3T6O„W�o i, : _ I M PK TO_ w\L�\ I\ 12" AD 3-2xI2 3 v2° DIA STEEL Eb, ————————— -I ————— ——— — COL. TYP.. BATH 3*-a m DROP 10" DOOR PLAY ROOM MEC A ICAL 8x7-9n CONCRETE WALL EJECTOR 16"k10" CONT. FOOTING UP2° FSET TO 2x ON THE: FLAT ::ALIGN WALLS 24r_pn (j) GARAGE --- - --------- 4° CONCRETE S STEP ' Q�3QV W.. ZwL LLl w NOTE:LL P " 5/8 ANCHOR BOLTS EMBEDDED 7" LLI TO FOUNDATION SPACED 312n FROM CORNERS 8 x3r-9n CONCRETE WALL WASHERS 3"x3"xl/4" 16°xI01' CONT. FOOTING to DODRO 10" @R ----------- ----- FOUNDATION PLAN SHEET SCALE: 1/4" R A.I. , 16'—b" 14 4 q'-10" 20--0" 24r_2° O\ EAM POCKET —---=----— OAD GIRDER W - JOB:: 131q DRAWN.BY:. KW DATE: 1/12/14. • V: N _ h la 0 in 414. .: .. .. M W � � RIDGE VENT . _ (2)"14" LVL STRUCTURAL RIDGE:BOARD _ - E I1N L - _ - . .. 5/8°..CDX PLY. SHEATHING _ .. o0'(J ?+/oa ALLA R5 6 DOOR IAT TOP OF. ASPHALT SHINGLES 09 s 2x8 DORMER RAFTERS .. .. 412 2 R381 IINS C . .. .... .. 4 O°O.G. - o - -- ' [BLOCKING FIRST TWO Ra BAYS FROM GABLE WALL 2x8's I6"O.G. 8. y. O FOATING DORMER" .I - 53 3/8" x 21° : �� CATHEDRAL CEILINGS 3-0 l "= ° IN / DININ MAINTAIN AIR SPACE ''ww W _ W .. .. .. ..: .. _ 2 0°LIVING SUITE 4x4::... .. G -CONY,.VENTING'DRIP EDGE -" i 11'-0" BEDROOMS .I" E j.j PYIRALASTORAGE.. IITOP*PLATE IGID WIND�WASN-BARRIER REQUIRED- - - - -- .: .: 1x8 FASCIA r TO COLLAR TIES IN RIDGE M OVER KITCHENWA 11i AT EXTERIOR EDGE OF EXTERIOR L Ix4 SECOND MEMBER j IN STORAGE AREAS .. .:..� "O - - ALUMINUM GUTTERS AND DOWN"SPOUTS .I 2x8 s @ Ib O.C. 51HOSON H2.5 _ - -FRIEZE BOARD AND MOULDINGS II .r FASTENERS AT ALL - _`l ' .. .. " I i .. ..� .. .. .. I .. �. J Ix5 STRAPPING RAFTER /TOP PLATE r J 1/2° GYP HOA RD JUNCTIONS:TYP. .. - .. ... :. .. +j 2.12 STR NGERS r _ .- ... ... .. .. ... I " N 2x6 EXT sT.uDS 24° O.C. I - KITCHEN I . .. .. .. :- R21 F G INSULATION: J ... .. .: .. '1/2" PLYWOOD SHEATHING .. I j .. �:r .. co .. .. TYVEK WRAP (OR EQUAL) J - - . W.G. SHINGLES ... -. r�j .. 3/4".05 ... ... 6° FIB .. .. ' J B SUBFLOOR" ERGLA55 INSUL� P.T. 2X6 SILL+ SILL SEAL IP ... -... ... ANCHOR AT$2° O.G. .. 2x10'5 P 16"O.C. .. .. .. .. � � .. .. . .. � .. .. .. .. R39 INSUL .. � .. .. .. .. , _ 3r2x12 GIRT ID, 13R STAIRS ° STEEL COLUMN 3-:2x12 STRINGERS I. 6 BASEMENT 8°x 7'-9° CONC. WALLS 8 , ." I%2° CONCRETE SLAB x. w 0 Z (2) #5 REBAR TOP A BOT I: / (2) "#5 REBAR TOP B:BOT DAMP PROOF BELOW GRADE � w v. - = Lu w 30' to _ LU D CROSS SECTION w .� . SCALE: 1/4" a SHEET JOB: . 13Iq DRAWN BY:, KW DATE: 1/12/14. GENERAL NOTE$: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT - 20' SIDE/REAR - 10' I UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN AC.E C. (AREA OF CRITICAL ENVIRONMENTAL VEGETATED 12" M DEEP RAIN GARDEN �� CONCERN). ao (125 C.F. STORAGE;} SITE S NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE \\ TO-53.0 6 WILDLIFE PER NHESP MAP OMER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIf E" FOR USE WRH THE MA WETUNDS Z VEGETATED 12" DEEP` • PROTECTION ACT REGULATIONS (310 CMR 10). RAIN GARDEN (125 \\\ 113•7T _ - SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER MEW C.F. STORAGE) N 8216 01 E TOP-53.0/ - -"- MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS." 10oTTOM-s2.o ,,�' SITE IS NOT WITHIN A PRIORITY KABRAT PER NHESP MAP OCTOBER x 52.0 1, 2006 'PRIORITY WIBITAIS OF RARE SPECIES' FOR SPECIES ` ---- LOT 93 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, -- - REGULATIONS (321 CMR10) A.\ x •0 11,560E S.F. ► _ - SITE IS WITHIN A STATE APPROVED ZONE N GROUND WATER �$ 0.27E RECHARGE PROTECTION AREA {JGM 58 PROVIDE (1) 0' DIIG� ,`►` -- ~ 52.8 . 1 j►� 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE x 6 DEEP LEACHING gApIT �• + , SUBDIVISION CONSTRUCTION PUNS FOR COTUIT MEADOWS, DATED BASIN W/ 1' STONE Z `► OO HOUSE m 6/25/07, SWILL. HEREBY APPLY TO THIS SITE PLAN, SURROUNDING (OR PRE INV N 2. ALL GRADING DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM ALTERNATE \EOULVALENT VOLUME ��7r►. r q 61.0 FF'63•1 �'�6'77 THE SUBDMSION CONSTRUCTION PUNS FOR COTUIT MEADOWS, ` DATED 6 25 07, SIALL HEREBY APPLY TO THIS SITE PUN. OF z$s\cF) � / / CONNECT` ROOF 4 �3;� , ,' . a 0 1� , 3. SEWER'BUILDING CONNECTIONS: LE q� GUBAsit�.,, ``� `�81t;E'r8" E3o.� '� ,,, - MIN. COVER SWILL BE 3 FT. ` SLR - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABL.E DPW. MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.IX 81. 61.s � ► ' SMH 7 x -r,, cA ,J INV III STONE WALL _�� ' s4.19 ►-B,.O , ,-j --- Cotult Meadows subdivision > �•- \ CLEAN - '' c - c c --_._ , Cotult•Barnstable, Massachusetts L. °•8 OUT ' ,I•Z R• '00 CURB :30,0� ��i 13, PREPARED MR-"�-o TOP- R . - 8 75 COTUIT EQUITABLE HOUSING, LLC / �'' E13.79 c - - S S p. 0. Box as ------ �� ' x � x o0 62.6`i Wo / .Fj-� Centerville, MA OM2 8272 x E3&50 6 2 40 5 /! _-'• TRLE \` \ 63.03 49 /p � a/3.-= Site Plan o� 62.33 0� e ,3� Lot,93 ow 64 Spring Brook Lane �' $ s ,y gig// BAXTER NYE ENGINEERING & SURVEYING � 1 / 62 9 �/ I=S4. Registered Professional ► j S Enginew and Land Surveyors H O� 62 78 North Street 3rd Floor,Hyannis,MA 02601 TIN OUTJ k '�� Phone (508)771-7502 Fax-(508)771-7622 •55.47 0 63.66 20 0 . 20 40 SCALE IN FEET � 63.03 SCALE: 1" _ 20' DATE: 12-04-13 1c ' � R �' I"OF 44REV. DATE: REMARKS 64 m"ImEy! L0Tx93 31�3 p' 1 1 1 Dffim NUMBER �3T6 G AL£`� 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw F3#_ � 2005-214