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0034 SPRING BROOK LANE
pr � Town of Barnstable Building Department - 200 Main Street BARNSTABLE. * Hyannis, MA 02601 9� MASS. � (508) 862-4038 Argo�A icate of QccupancyCertif Application Number: 201404908 CO Number: 20150025 Parcel 10: 002002090 CO Issue Date: 03/24115 . Location: 34 SPRING BROOK LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT n Contractor: BAYSIDE BUILDING Permit Type: RC00 Gen , INC Yp CERTIFICATE OF OCCUPANCY RES Comments: L 3 Y � Ui Signature Date Signed TOWN OF BARNSTABLE t ' � Bul, in 201404908 BARNSTABLE, * Issue Date: 08/21/14 Permit . , 9 MABS ' �Al 1639• a� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20142208 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 02/18/15 Location 34 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002090 Permit Fee$ 1,122.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 220,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 1/2 BATH CAPE STYLE HOUSE THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 2 CAR 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 Application Entered by: JL Building Permit Issued By: .THIS PERMrr CONVEYS ENO RIGHT-'TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF EITHER ORARILY ;R E ,ENCROACHMENTS ON-PUBLIC:PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUII DING CODE MUST BE APPROVED BY THE JURISDICTION.` STREEtOR ALLEY�,GRADES A "AS DEPTH"ANO LOCATION"OE PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS 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. r 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). 8 9 i iSTREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 14� 24g 3 (j'F� � 3 L3 �S� Heating Inspection Approvals Engineering Dept Fire P4ept �® - L 2' t;,,y� .oa of Health *N/ZO i5 � . r�� �. �, "! �t , y ` 1 Amders'on 781-857-1000 Inc. Fax 781-851-1054 ffnsulaflon9 www.andersoninsul.com 706 Brockton Ave PO Box 2003 Abington, MA 02351 WORK AREA ITEM INSTALLED Slope to Plate R-38 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in .. Polystyrene Vent @ Slope Airmate Extruded Poly Foam Vents Blockers/Rim Joist 11-20 Icynene Open Cell Spray Foam Insulation LDC 70-5in. Basement Blockers&Runners R-20 Icynene Open Cell Spray Foam Insulation LDC 70-Sin Understairs R-20 Icynene Open Cell Spray Foam Insulation LDC 70 Sin E)T.Walls 2x6 R-20 5 1/2 X 15 Unfaced Fiberglass Batts HD EXT.Walls 2x6 4 Mil Polyethelene Vapor Barrier Windows and Doors Foamed EZ Flo Min Expansion Foam Garage/House Wall R-20 51/2 X 15 Kraft Faced Fiberglass Batts HD Basement Stairway Walls R-15 3 1/2 X 15 Kraft Faced FG Batts Hi-Dens Understairs R-20 5 1/2.X 15 Kraft Faced Fiberglass Batts HD Walk-out Walls R-20.5 1/2 X 15 Unfaced Fiberglass Batts HD Walk-out Walls 4 Mil Flame Retardent Poly Attic Party Walls R-20 5 1/2 X 15 Kraft Faced Fiberglass Batts HD Attic Party Walls Tyvek House Wrap 9x100 - Main Ceiling R-38.Cellulose Open.Blow.Insulation Basement Runners&Blockers DC 315 Spayed on Ignition Barrier for Foam Basement.Ceiling R-3010 X 16 Kraft Faced Fiberglass Batts Slope to Plate 11738 Icynene Open Cell Spray Foam Insulation LDC 70-9.5in EXT.Walls 2x6 R-20 5 1/2 X 15 Unfaced Fiberglass Batts HD EXT.Walls 2x6 4 Mil Polyethelene Vapor Barrier Garage Ceiling R-3010 X 16 Kraft Faced Fiberglass Batts Garage Walls R-20 5 1/2 X.15 Unfaced Fiberglass Batts HD Garage Walls 4 Mil Polyethylene Vapor Barrier Customer: Bayside Building,Inc. Sob Plumber:: 209618 Sob Address Lot 90 34 Spring Brook Ln-Barnstable(Cotuit) Date Completed: insta a gn 11 LK� II� TempParcelEdit Page 1 of 1 WW q 'h� ,T� Logged s: Wednesday,.January 16 2008 �y�u . Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 090 Street Number: 34 Unit: Dev Lot: LOT 90 Road Name: SPRING BROOK LANE T/R: Sec. Road: F Villlage: 07 - Cotult � Part of M/P: MAP 0 PCL 002 ......02. . ....__. ..,.. __............. ................... . ............. __._.. _... ___... Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: plate ele� �Add Anotr<< r.. .,. i httD:Hissal2/Intranet/Pro,Ddata/Tem-DParcelEdit.aSDx?ID=Add 1/16/2008` V TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ('� _ Parcels C) 90 Application #' y Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee .0 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address t tA- Village Owner t Address X �� ceu I& Telephone 0 `Permit Request U Ce9^� 0. Gti a Square feet: 1 st floor: existing m6roposed 162nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay &- Project Valuation C Construction Typ4-1&" Lot Size e Z C c_V C.,-_) Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: 0 Yes Ad-No On Old King's Highway: ❑Yes J,No Basement Type: VFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ��-- Number of Baths: Full: existing new Half: existing 0 new Number of Bedrooms: existing,5hew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes gVNo If yes, site plan review# Current Use 1 Proposed Use APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) Name Telephone Number �� T 'f V0 Address *Z_0 License # Home Improvement Contractor# Email ink 0 Worker's Compensation # 00 3W 42 22 ALL CONSTRUCTION DE IS R LTING FR M THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE s FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION a 8)25)1 Y Pf-OV 1 rs� `/ FRAME 8 INSULATION C3 2 k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 3���15 UAT;EwCLOSED OUT AS-W �, 'ATION PLAN NO. G Department ofIndustrial Accidents b v51Office of Iiivestigadons 600 MashinVon Street w Boston,M4 02111 w 'f•V. lass a orldia Workers' Compensation Insurance Affida-M: Buiiders/Contractors/Electricians/Fiumbers Applicant Information Please Print Le ibl Name Pusiness/orgmiza-,ion/indi-,idual): 1 _f&,1-Ib11VS E Address: . City/State/Zip:6�;W ��VIUX kgl,,- 000 t, Phone#: `�f7 Are you an employer'?Check theIppr6priate i o Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6 (VNew construction employees(full and/or part tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet$ Remodeling ship and have-no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. g. ❑Building addition No workers' comp.insurance 5. ❑ We are a corporation and its required.,] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work; right of exemption per MGL MM Plumbing repairs or additions myself [No workers' comp. C. 152, §1(4),and we have no 12:❑Roof'repairs insurance required.]t employees.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeovmers who.submit thus affidavit indicating they are doing all work and then hire outside contractdrs must submit a new affidavit indicating such. tContractors that check this box mist attached an additional'sheet showing the name of the sub-contractors and their workers'comp.policy info=tion. I am arz employer that is providing7vorkers'compensation insurance for my employees. Below is tha policy and job site nfor�r€atiern. ; . Insurance Company Name: 0 . Policy#or Self-ins.Liicc.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' cornpensati �Dopey declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition-of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisonrrlent; as well as civ-A penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against iL,e vioL--tor. 3e advised that-a copy of this statemi nt maybe forwarded to-the Office of Investigations.of the DIA for insurance coverage verification. I dv hereby cer•t fy under the pains and penalties of perjar y that the irzfor rrxatrorrt pi°on,,ided aboi,e is tme�md cor r•ed. 7/. Si.Mature: / Date: r -Phone n: Official us'e ar'ri'1L o r7�trite r`.ra iTris arrea,to be corrfpleted lry cite or rar,to affrct:al City or ToiNm: Perris /License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.Qty/Town Clerk. 4.Electrical Inspector 5.Plwnb g Inspector 6.Other Contact Person: Phone 4: Subcontractor's Insurance 2012 GL Policy GIL Policy WC Policy WC Policy ti Sub,Contractor, Effective:Date Expiration ; Effective Date;;'._ Expiration, All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/o4 12/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08111/05 09/29/12 08/20/04 11/20/14 Campbell,William 568-790-3517 08/26/04 08/26/12 07/13/04 10/13/14 Cape Cod Marble&Granite-. 508-771-2900 07/01/05 07/01/13 08/16*/05 11/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/14 Carpet Barn Inc 50&548-1443 01/01/06 05/01/13 01/01/05 09/20/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/14 Christopher Costa&Associates,Inc. ..01/22/08 08/27/12 02/06/07 12/13/14 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 10/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 09/20/14 Kitchen Appliance Mart 508-771-2221 08/12/04 68/12/12 01/01/05 12/01/14 MAP Insulation 508-888-3599 10/01/07 10/01/12 . 10/01/07 10/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/14 Pastore Excavation Inc. 06/05/08 : 06/05/12 10/12/08 103/14 Wood Floor Specialists 508-888-3958 1 02/03/08 1 .02/03/13 02/03/08 12/01/14 i 1 1,n4 Massachusetts -Department of Public Safety �Wf Board of Building Regulations and Standards x Construction Supen•isor w- � License: CS-005645 , BRUN T DACEY,:` i PO BOX 95 CENTERVILLE ILIA 02632:; v— � Expiration Commissioner ` 04/19/2016 F R } 4q a I } k t 1 s r i - Registry ID ..:Home Energy Rating Certificate : Rating Number 07 Certified Energy Rater Bruce Torrey Rating Date 07/24/2014 -Lot 90 Cotuit Meadows - Barnstable; MA Rating Ordered:For Estimated„Annual EnergY.Cost.. . ... Per 5 Stars Plus i Use MMBtu cent Projected Rating: Heating 45.1... 10% HERS Index: 65 ogling 2.9 . 13% Hot Water 16.9 2% P. rojected: Rating:-Based.:on Plans:- Field Confirmation:Required. Lights/Appliances._ 16.1 72% Ge'nerallnfor'mat'on °' Photovoltaics -0.0 -0% Conditioned Area 1.715 sq. ft. House Type . Single-family detached Service Charges 3% Conditioned Volume 1.6411 cubic ft. Foundation Unconditioned basement : . Total ... 81:o 100%: ' Critera Bedrooms 3. s. ,. 1 .�" minimum or the follows Mechanical Systems Features 'S Th` home meets or exceeds:the min' u criteria f n : 2009.International Energy Conservation Code Heating;:. Fuel-fired air distribution, Natural gas, 95.0.AFUE. r' Water Heating:: Instant water heater,,Natural gas, 0.82 EFA.0 Gal. 2012 International Energy Conservation Code Cooling:: . Air conditioner, Electric, 13.0*SEER. Duct:Leakage to Outside 68.00 CFM25. - -- - Ventilation System Exhaust Only:::80 cfm, 6:0 watts. Programmable Thermostat Heat=Yes, Cool=Yes Buildi'n'g'Shell"°Features. . 7 Ceiling Flat: R 49 0 : Stab None:: Sealed Attic NA Exposed Floor R-30.0. Vaulted Ceiling R-36.0 Window Type U-Value: 0:300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50. Home Energy:Raters LCC Foundation Walls R=0:0 Method :. Blower door test PO Box 989 Sandwich MA 02563 Lights and A ° liance Features DPP • __,. 508 833-3:100 Percent Interior Lighting 90.00 Range/Oven Fuel. Electric. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric infoCenergycodehelp.com Refrigerator(kWh/yr) 500.00 clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 The:Home Energy.Rating Standard Disclosure for this home is available from the rating:provider. REM/Rate- Residential Energy Analysis and Rating Software 04.4.1 ,This information does not constitute any warranty of energy cost or savings: ©1985=2014 Architectural Energy Corporation, Boulder, Colorado. .n Project Address: Lot 90 Cotuit Meadows Insulation Unfinished Basement - ceilings Install R30 Fiberglass Batts - must be in contact with sub-floor • Exterior.Walls Install High Density R 21 Fiberglass Batts Flat ceilings Install minimum R.49 Loose blown fiberglass.or cellu ose.. Vaults/ Sloped ceilings/ roofline — fill rafter depth to capacity with spray foam Finished asement .;:Slab floor .Install R10 under ., STL and on the . ,, perimeter, if slab on grade or within 2 ft - of grade . Rsls3 . SEE STW_WrMAL Oft . s w-. INSULATED SLAB ON C44ADE DETAIL ST Do NOT use any type of"Batt"insulation on any ceiling assembly constructed using "strapping" - Thermal'Bypass/ Air sealing. Issues Tubs/ shower units on outside walls. Install insulation and an air barrier on the wall prior to installing the'shower unit. Air,barrier can be house wrap, or:rigid insulation,: or spray foam: Basement & attic access Door to basement must be weather-stripped Install air tight door at base of:bulkhead stairs Attic access panel must be insulated and weather-stripped. Air sealing 9 In the.2012 IECC code.you must achieve.a challenging 3 air changes per hour or less. Aggressive air sealing is required, Spray on gasket systems(:like Energy Complete http://www.ocenergycomplete.com/ ) are highly recommended). - • Mechanical runs/ chases and penetrations into unconditioned spaces, attics, and/or kneewalls must be sealed • Caulk all bottom plates of exterior walls kneewalls and garage walls • Caulk all top plates of interior walls:to unconditioned attics • Duct Boots must be sealed to.subfloor and ceiling board Mecha icals • Furnaces must.be minimum95% AFUE • AC condenser must be at least SEER 13 (with a TXV valve) • Total condenser size(s) must not exceed Manual J Calculations HVAC representative must sign,Manual Calculations Affidavit supplied by Rater. 2012 IECC code requires the aggressive goal of no more than 4% total duct leakage. This will require aggressive duct sealing and early testing. We also recommend keeping ducts inside the thermal envelope where: possible: o All ducts sealed and tested. Supply ducts in attic must be R-8 • DHW Hot Water must have an Energy: Factor EF of .82 or better. t icall an :(typically . instant/on-dema.nd:type) • Programmable thermostats are required Mandatory Mechanical Ventilation One fan in the home has to be an. Energy Star rated fan and needs to be controlled by a 24 hour programmable control. .. .. . Typical strategies Include' -*. 1.: Panasonic FV-05=1:1VK81 with a built in 24. hour,timer. (if the fan:does not come with 24 hourprogrammable timer built in you need to install one )- 2. Fan Tech FR 125 duel ducted exhaust fan, controlled by a 24 hour timer. Mandatory Lighting 80%-100% of each home's lighting needs to be energy efficient. To help make this happen the program will supply a free unlimited supply of.LED/CFL energy savings bulbs. As your project moves forward we will help you place the order for the most appropriate style bulbs. . Mandatory Appliances Refrigerator and dishwasher must be Energy Star labeled .. :: Registry ID Home Energy Rating Certif'Cate Rating Number Cam+ Certified Energy Rater. Bruce Torrey I -Lot 90 Cotuit Meadows Rating Date 07/24/2014 s za Barnstable,:MA Rating Or or Bayside Builders Ra Ordered F tx`s Ga Estimto Huai �� q Use:: . .'d AnMMBtuEn Cost:t Percent l = 5 Stars Plus L� ergy. z c : ' Projected Rating Heating 41:8 9% -- HERS Index: 62 Cooling 2.9 13% <.�, Hot Water 16.9 2% Projected :Rating::Based on Plans - Field Confirmation Required. Lights/Appliances .16.0 73% General Information Photovoktaics -0.0 0% Conditioned.Area 1715 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 16411 cubic ft. Foundation Unconditioned basement Total 77:5 100% Bedrooms 3:_ Criteria' M r r the focChanlCdl•$�/StemS Features - - ° ��" -" This home meets.or exceedsahe minimum:c criteria fo . llowingc: _. 2009 Heating: Fuel-fired air distribution, Natural gas, 95.0:AFUE. International Energy Conservation Code Water Heating:, Instant water heater, Natural gas; 0.82 EF; O:0 Gal. 2012 international Energy Conservation Code Cooling:.:. Air conditioner, Electric 13.0.SEER. Duct Leakage to.Outside .68.00 CFM25. Ventilation System Exhaust Only: 80 cfm,:6:0 watts. . Programmable Thermostat Heat=Yes; Cool=Yes Building_ Shell Features Ceiling Fiat R-38.0 Stab None Sealed Attic. NA Exposed Floor R-30.0 . ..Vaulted Ceiling . R-36.0 Window.Type U-Value:.0.300 SHGC: 0.300 Above Grade.Walls .R-21.0 Infiltration Rate Htg: 3.00.Ctg:.3.00 ACH50. Home Energy Raters LLC Foundation Walls R=0.0 Method Blower door test PO Box 989 � -� Sandwich MA 02563 i�gh,ts and Apphance�F 508-833-3100 a/Oven F. . . Percent Interior Lighting 90.00. Ran g uet Electric Percent Garage Lighting 100.00 Clothes Dryer:Fuel Electric m oC� o f energyc dehelp.com Refrigerator(kWh/yr) 500.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 The.Home Energy Rating Standard Disclosure for this home is available from the rating.provider.. REM/Rate- Residential Energy Analysis.and Rating.Software.V14.4.1 This information does not constitute any warranty of energy,cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder,:Colorado. s JOB��a7dt34f\�� QS / rsc.n � SHEET NO. : - OF * �'.. ' iAiy LOQ DES14N ... CALCULATED BY � TE (! — �y( L , CHECKED BY t L..OT Ck 0Cel L.Lo SCALE tqt !' �5 A,ctt:J 5fs ?,.7- Ir o tG.R. -r G e. G '3cac9 � PS. ?.B.r��yS:. c'.�..OAZ�CD ?-S I ,t _ tl cfr 4c: Q -rib 14- e9 ��'m......�Z 11 S�k ace_ ..." l Z.Q. tQG. ... Z:..C.VSC t �. (..,.. cJ = F: joB i AL �/ r SHEET NO. �- OF 4!! • TAYLOR DESIGN CALCULATEDBY Gr r DATE -Ek-IS _ CHECKED BY DATE "r Q 'Z�' SCALE • L < ►oc..16- pzn--, � t3� Z 5ez� .�,-cam. z •-,- y40 ��c Lj Vk� f ° JOB /--tamtg a f a p�/ SHEET NO. OF � po t LO R DESIGN CALCULATED BY �T DATE CHECKED BY DATE C>4 Cgrrvf SCALE Ilk � f Z 671-t 3.5r& tPL�F Lt.,)= L o 3 P c. i2o} 7 l c� .�. . . . . . .. =... .3 rp 7,PL, o 2- (. V4 -t '/4. c—✓cam S c lL Y= {Z��t3• Z3c� �T34s:- is 7; tc`7 PSG i Lc- 9 Af o G- JOB SHEETNO. 4 - OF TAYLOR DESiON CALCULATED BY Go DATE i&-UP- C� CHECKED BY DATE `�► O .r SCALE t N k 14 so 7 e v 3 i3F (off.a cv r � l> = 2�� J, 4-e.e..y . oe AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 LOT 90 COTUIT MEADOWS - - - Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................:.............................::: ....:..:........................................:110 mph Q Wind Exposure Category ry.............. ................................................:...... .............................................................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 Roof Pitch. .................................. ...:.. .. .................... ...::..::(Fig ......................8 12:12: Q ( 9 2) .............. .:....... 5 Mean Roof Height ...........................::....:.......:.....................::....(Fig 2)..................:.:. .....:....:................16 ft <_33' Q Building Width,W ......._.......:.:................................:..:..........(Fig 3)....:................................................34 ft <_80' Building Length, L ........................... ......................... (Fig 3)... ......... ......... .................62.5 ft <_80'- Q Building Aspect Ratio(L/W). ......... ,..................... .........(Fig 4)............... ......... .........7...........2.0 <3:1 0 Nominal Height of Tallest Openingz ...........................................(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...................: ,.......:..:........ :.....,.. ...:....:..:....... .......:: ..::..... :.:...o o..:........: Q - Concrete Masonry...... ........................ :.:.:....................::. N/A 2.2 ANCHORAGE TO FOUNDATION'.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. ,77 Q Bolt Embedment-mason ........(Fig 5 > Plate Washer............................ ........ ....................(Fig 5)... ..................... ..............>3 x 3"x'/<" Q 3.1 FLOORS Floor framing member spans checked ........ .............(per 780 CMR Chapter 55) ......; ..................... Q Maximum Floor Opening Dimension..,,,,,,. .::..::...::..:.......,...(Fig.6)::::...:................................::..::...::_ft.�.12'_. ...: N/A Full Height Wall Studs at Floor Openings less than 2'from:Exterior Wall(Fig 6)...... ................. N/A Maximum floor Setbacks:. Supporting Loadbearing Walls or Shearwall..:.............(Fig 7).;. ............................... ...._. ft _<d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..... (Fig 8)..................... ft. <_d N/A Floor Bracing at Endwalls .......................................... (Fig 9)............... ...................... :............ . Q Floor Sheathing Type ............................................................(per 780.CMR.Chapter 55)........ ......................... Q Floor SheathingThickness..........:.:.. ...-(per 780 CMR Chapter 55 3/4 in: .............................. (P P )....... ........ Floor Sheathing Fastening... ....... ..............................(Table 2)...........8 d nails at 6 in edge/12 in 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 <_20' Q. Wall Stud Spacing .................................. .......:..............(Fig 10 and Table 5).................:...24 in.<_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 (780 CMR 5301.2.1.1)1 q 41 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)...........................................2x6.-8 ft 0 in. Non-Loadbearing walls................................................(Table 5)......:..................................2x6-18 ft 0 in. Gable End Wall Bracing Full Height Endwall Studs....... ......................................(Fig 10)...................... ....................................N......... WSP Attic Floor.Length..................................................(Fig 11)........................................ ft 2�W/3 N/A Gypsum Ceiling Length (if WSP not used)......;............(Fig,11);.....N................................ .......26 ft 2:0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. (Fig 1.1)............... ....................................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 1 2.x 4 blocking @.4 ft. spacing in end joist or truss bays 10 Double Top Plate Splice Length . ................... ....................................(Fig 13 and Table 6).... ................................. 8 ft Splice Connection(no.of 1.6d common nails)..............(Table 6)...............................................................6 Loadbearing Wall Connections Lateral(no.of 16d common nails)........ (Tables 7)................................ ....................................................2 Non-Loadbearing Wall Connections . ... ... Lateral (no.of 16d common nails}................................(Table 8)............... ...... ........................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................!......... ........................ (Table 9)...........................................6 ft 0 in.:5 11' Sill Plate Spans .................................................. JTable 9)..............;...........................3 ft 0 in,:5 11, 7 Full Height Studs (no. of*studs)....................................(Table 9) .,..................................; ......;...............3 Non-Load Bearing Wall:Openings(record largest opening but check all.openings for compiiance:to Table 9) .........................'Table 9).....Header Spans.............. ...................................... ............8 ft 0 im:5 12' Sill Plate Spans..... ..............................................4......(Table 9)..................................—ft, in::5 12" N/A q Full Height Studs(no:of studs)....................................(Table 9).................................... . ............................3 Exterior Wall Sheathing:to Resist Uplift and Shear Simulta.neoUSly4 Minimum Building Dimension,W , Nominal Heig ht.of Tallest Opening2 ....................... ...... ................................ ........ V-8115 6'8" Sheathing,Type...............................................(note 4): .......WSP Edge Nail Spacing:...:::...................................(Table 10 or note 4.ifles$).;.............................:3 in Field Nail Spacing.. ....................... ......(Table 10).................... .........................:0.112 in. Shear Connection (no.of 16d common nails)(Table 10)............................................................4 Percent Full-Height Sheathing................. .:.:(Table 10)..........................I.............................:...:711%: 5%Additional Sheathing for Wa I I with Opening>68"(Design Concepts) ...................... Maximum Building Dimension, L . "Nominal Height of Tallest Openin .............. 7 7 ...... .............. ......63-8"<68 I . p SheathingType...............................................(note 4)...........................................................WSP Edge Nail:Spcing...........................................(Table 11 or note 4 if less)......... ................3 in. Field Nail Spacing..........................................(Table 11).....................................................12 in. Shear Connection(no.of 16d common nails)(Table 11)............. ...........?....................................4 Percent Full Height Sheathing.—,....,....-*..........(Table 11)......................................................24ox ... 50/6 Additional Sheathing for Wall with Opening>6'8"(Design Concepts).:.................... N/A Wall Cladding Ratedfor Wind Speed?-......... .............. .............. .............................. ............ q I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CM.R s301.2. .1)' 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 L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12). ....... ....................................U=236 plf Q Lateral ::.....:: .................... .........(Table 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 .. . .. _ 2' _ . . Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Table 14 ..:::... .:.................................U= lb. N/A Uplift........................................ ( ) Lateral(no.of.1.6d: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....................,. (Table 2) ..........8d Q LOT 90 COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,_THEREFORE THE_FOLLO_WING, NOTE 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 1.0 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 1.1 and location of wall sheathing"and Building Aspect.Ratio, determine Percent Full-Height Sheathing .and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16 and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. 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 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -MEN THIS EDGE RESTS ON PRIhMING LW 8d NAILS AT6b.c. , It IL . ... !1 11 1 94 Ii Y - 11 F!1 l Ir ri e 0 !1 1 .... . Uk :I 1.1 .. .... .... Q R LLF IL II UDUOLE SAGE NAILSPACWG7-J-:11, t PATiEt j� See Detall on Next Page artical and Horizontal Nailing for Panel Attachment .. AWC Guide to Wood Construction in High. Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)l a _ Bit, , .. , ss t ...'.... � , ..... .... Epp � � -..." FRAhpNC+MEMBERS ... .. EDGE ff"ERMEMAT£. IL—a -1_.- 77 _ 3"MCI - STAGGERED - HNL PATTERN PANEL PAWL EDGE -5� DOUBLE MAIL EDGE WACWG DETAL Detail _ V.erkical and Norizontal:Nailing for Panel Attachment °PIKErod, Town of Barnstable ° Regulatory Services { '�$WS& Thomas F.Geiler,Director �ArFD �a�m BuRdiIlg Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w-fvv.town.b arnstabl'e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Prop e rty Ovme' r Must Complete and Sign This Section If Using A Builder I, • d14 do,,I."& - , as Ovmer of the subject property hereby authorize _ �i t to act on my behalf, in 0 matters relative to.work authorized bythis building permit application for; . (Addi ss of Job) /7-4/1 . Signa o Owner a e Print Name Q:FOR!N4S:OlTNF-RPI RINIISSION Air Leakage Property Organization. HERS Bayside Builders Home Energy Raters LLC. Confirmed 34 Spring Brook Lane 888-503-2233 03/18/2015 . . . . Barnstable,MA 02635 Andrew Popielarski Rating No:14522 RaterID:5363711 Weather:Barnstable,MA Builder Spring Brook 34- Lot 90 Bayside Builders Spring Brook 34 C.blg I _ Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0:17 0.13 ACH.@ 50 Pascals;:, 2.-80 ;2.,80 CFM @ 25 Pascals". 558 558' �. CFM @ 50 Pascalslk 875 875! . Eff. Leakage Area ( q �n) R 48:0 48.0' Specific Leakage Area 0 00017 0 00017 El A/100 sf hell (-"sgan) 0;86 0- Duct Leakage Leakage to Outside Units Main CFMC�25 Pascals'' F 64 CFM25 / CFMfan 0'0295 x CFM25 / CFA 00324 - CFM* er Std<152 , N/A CFMper Std 152 /CFA _'N/A y :, e. CFM' 50 Pascals 100 Eff. Leakage Area (sq. n) Thermal Efficiency CFM25/CNF/Atotal budIeakage;tni units A Total Duct-LeakageV. .0.0324 Ventilation Mechanical y ., Exhaust Only Sensible Recovery-,Eff. (%), 0 0:. Total Recovery Eff. (%) - 0.0 Rate (cfm):.` 61 - Hours/Day - ._ 24.0,. Fan Watts 23.0 Coohng�Ventilation Natural Ventilation ASHRAE 62.2 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 -2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 50 cfm of mechanical ventilation must be provided continuously,24 hours per day. Alternatively, an intermittently operating mechanical ventilation system:may be used if the ventilation rate is adjusted accordingly. For example,a 99 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required. average ventilation once each our. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. ®�� ����®������ HE�de More Energy. ENERGY 150. W ff l MASS N EW EHomes 1140 30 RAT B N G 120 .. HOMES REBATE New Home CERTIFICATE 110 Standard � 700 90 _ .:. 80. H1 70 This Home 4 r s° 64 50 40 .30 .. .. .. -.20 .. 10, .... Zeeo Energy . Home U Less Energy. : ::,...; � gY - .u . Estimated Annual Ene� CAV ost �' �° EstimatedAnnuat'fner °Consumotion"" 11 ;1,702i1 L 80 0 987 m 40 037 on on CL �° _ ` ° °' �o y. Lon O N p. L Z-fC J _ _ .. ._. .... .. .. .d Address 34 Spring Brook Lane Annual.Estimates* Certified HERS Rating Company Barnstable, MA 02635 Electric(kWh): 6021 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 647 180 State Road Suite upper Cond. Area 1973 sq. ft. CO2 emissions(Tons):7 Certified Rater: Andrew Popielarski Rating No. 14522 Annual Savings**: $1593 Rater ID 5363711 Issue Date March 20,' 2015 Registry ID : 110766825 Certification Verified * Based on standard operating conditions Rating Date 03/18/2015 **Based on a HERS 130 Index Home Signature REM/Rate-Residential Energy Analysi.s'and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. p •• Registry ID 110766825 Home Energy Rating l I g Certificate Rating Number 14522 Certified Energy Rater Andrew Popielarski 34 Spring Brook Lane - Rating Date 03/18/2015 Barnstable, MA 02635 Rating Ordered For Bayside Builders JI Estimated Annual Energy:Cost Use MMBtu Cost Percent 5 Stars Plus Heating 45.1 $378. . 25% Confirmed .... HERS Index: 64 Cooling 0 $0 0% o Efficient Home Comparison: 36/ Better Hot Water 17.8 $125 8% Lights/Appliances 19.4 $987 65% .. General Information PhotCe I a;cs o.o $ o o% Conditioned Area 1973 s4. ft. House Type Single.family detached Service Charges $37 2% Conditioned Volume 18722 cubic ft. : Foundation Unconditioned basement Total 853 $1527 100% Bedrooms 3- t Features This home meets or exceeds the minimum criteria for the following: Mechanical Systems , Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: . Conventional, Natural gas, 0.60 EF, 75.0 Gal: Duct Leakage to Outside: 64.00 CFM25. Ventilation'System Exhaust Only: 61 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Buildng She Featu`res�. Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type : ..U-Value::0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-20.0 Infiltration Rate Htg: 875 Clg: 875 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lihts.:and;Appliance Features sagamore Beach, Ma. 888-503-2233 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Info@energycodehelp.com Percent Garage Lighting: 100.00 Clothes Dryer Fuel: Electric: Refrigerator (kWh/yr) 647.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) .0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 5363711 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation,Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. C6-F5 11113bi Courur-twa-wealth of Ala.ssaehusetts Sheet Metal P%- zzzit Date: 11 ► Permit Estimated Job Cost: S 5 p 0 -5 2014 Perinit Fee: S Plans Sllblllltted: YES \'O � NOV Plans Reviewed: YES NO ✓ Business License j(r,0 TOWN OF BAR.�ST' B�Lcenseo� Business Information: I I Property Owner/Job Location Information: m Name: (� rf'1 C'�'� ��f�1�}���,)I� Name: 1 n� Street: C�D VJ 1-U � 1-oj,- ilY?, . Street: 3`i Sen nQ b=L. U ', � f .J �— City/Town: l;hd/-1)IUO Ciry/Town: 0- ' Telephone: 509_ qu5.— 1 )00 Telephone: Photo I.D. required/ Copy of Photo I.D. attached: YES vl IN Stolfitial .� J-1 /13-1-unrestricted license s= r J-2 /1i-2-restricted to dwellings stories or less and co.=L trcial up to 10,000 sq. �' -stories or ie.s� Residential: 1-2 fanny ✓ 1u1_ti-family Condo/Tmt,ii-l.ouses OMe Commercial: Office:._ Retail Industrial- Commercial: Educational r? 52, ao ry � Insiiiuiional Other M" Square Footage: under 10,000 sq.ft. ✓ over 10,000 sq. iL. Number of Stories: 021 Sheet metal work to be completed: Ness:-—Work. V Renovation: TVAC ✓ tiletal'Watershed RooFng —Kitchen Ekhaust'S;-stern Y -NM'etal Chilm-le /_Vents Air Balancing Provide detailed description of work to be done: ®© 000 0-4 INSURANCE COVERAGE: I have a current liability insurance policy/or its equivalentwhich meet}the requirement s of f:1.G:L Ch. 112 Yes ` No If you have checked Yes, indicate the type of coverage by checking the;aparopriate box below: , A liability insurance policy IT'l Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE.WAIVER: I am aware thatthe•licensee does not have the insurance coverage required'by Chapter 112 of the N'lassachusetts General Laws, and that my signature on.this.pe;rmit appl`catio +waives this requirement. i . Check One Only Owner ❑ Agent ❑ I Signatures of Owner or Owners Aoent i By checking this box❑..I hereby cartify that all of the details and information 1 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 per"ormed under the pewit 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 Progress Insl)ections Date M.. Com_ne-D- t Final lnsT?ection Colrinients- Type of License:By El Master I i Title ❑ Master-Restricted Cityrov;n v ❑Journeyperson Signai(u'�re or License � .Vd -' j / I I LT; License Nun ber: G�7�� I ! Fee S Cn ck at s�s ^}. ,azs.gov dol I � i j Inspector Signature of Permit Approval I t . , r Regulatoz Y S I XC S .� . xtiotri�s r Gelcr,Director AT`�p�)t} 3tZZ C t i MIS Ion e Tozn:�'erry :r3rxilclirig;C'ot�triisaicre� ' 'v��vvLr�.�srn.bz�-nstaT�Ien�a',r�g ' ..- Office 508 �62-�C13�3 Fax 5(38790 5130`, C: rnp�ete and Sxp Tbis Section Zf Tsmg .! Sur c er ;to ace o�i i�.y5eba 4b pE rt ipoRcit 6 a for 34 rin _: --- 5� Oft Obi Date IF ? ope ty C 'Applyi fr r :* rs p ase coznpl to the omeownmLicense Ex-n born F. Im. On Q;FOR3rfSOWt�R�L7tM�SS1UN: , Fold,Then Detach Along All Perforations COMMONWEALTH OF MASSACHUSETTS EMCEE, BOARD SHEET METAL WORKERS SM AS A BUSINESS ISSUES.THE ABOVE LICENSE TO TYPE ERIC T: WHI7ELEY. :; W. VERN.0N. WHITE_LEY PLB6 A.ND 'B 28.' VIi:LAGE.. LANDING G ' P0' B0X ] 266 W CHATHAM 02669 000 �+ 292629 16:0 12/`22/14 292629>: I Fold,.Then Detach Along All Perforations �t COMMONWEALTH'OF MASSAGHUSE.TTS ;4 }SHEET METAL WORKERS . ISSUES THE FOLLOWING �t CENSE 7 Fj AS A MASTER UNRESTRI`CTEDs ERIC TI,WHITELEY rt f{a � I� 4 WEST �HAT,HAM�Y ` MA 02669=02�+8 � � ' ASySAME: LTSETTS� DRf�/ER'S s LICENSNY �� ,•,— ,5 SEX m' , �-sros , ., 1� ` .E��CtT � 9 aim mAIN;ST W CHATHAM MA 02669 =f I>� T'Al 9DD 01-09.2014 Rev 077S2009 �� f .� DATE A6 ® CERTIFICATE OF LIABILITY INSURANCE 0924-2014 II 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(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT - NAME: ROGERS&GRAY INS AGCY PHONE FAx 434 ROUTE 134 ac No Ext: ac E-MAILSOUTH DENNIS,MA 02660 c• INSURER(S)AFFORDING COVERAGE NAIC it INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURERB: W VERNON WHITELEY PLUMBING&HEATING CO INSURERC: INC&CHATHAM SHEET METAL INC P O BOX 1266 INSURERD: WEST CHATHAM,MA 02669 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN.ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. XP INSR TYPE OF INSURANCE ADDL SUB NUMBER MM1DD POLICYEIYYW MMIi)DLICYlYYYY LIMITS LTR INSR WVD ( ) GENERAL LIABILITY EACH OCCURRENCE s COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S PREMISES Ea occurronco _ CLAIMS4AADE❑ OCCUR MED EXP(Anyone person) s - PERSONAL&ADV INJURY. s GENERAL AGGREGATE s GEN•L AGGREGATE LIMIT APPLIES PER: PRODUCTS,COMPIOP AGG S POLICY JECT n LOG s AUTOMOBILE LIABILITY 0 BITD SINGLE LIMIT. s a aca ont ANY AUTO BODILY INJURY(Per person) S ALL SCHEDULED AUTOS OWNED AUTOS BODILY INJURY(Per accident) s HIRED AUTOS NON-OWNED ADPER AUTOS Yi AMAGE S S UMBRELLkLIA 'OCCUR- -EAGI+GC6URRENGE -S EXCESS LIAB aH CLAIMS-MADE AGGREGATE s DED I RETENTIONS s WORKERS COMPENSATION - K WCSTATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTPJE❑ NIA E.L.EACH ACCIDENT $500,000 OFFICERtMEMBER EXCLUDED? 6S62UB 10-01-2014 10-01-2015 - (Mandatory In NH) 9972L664 E.L.DISEASE-£A EMPLOYEE $500.000 If yes,desuibe undor DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE I JOHN J.LUPICA.President 1988-2 110 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD t the CorMmonyveakh of fassachasetfs Depertene—Tr:t obuzwsftial 4cciderrts ae of.Iii:veszig�orrs n, ... 600 Mayh-ingtonRreet � f Boston,ALI 02111 w��ts�.rtirrs�b v�Ir�irz Wurkeis' Campen_�ationInsarance fEida-vit: Bi:tilders/Conti-a:ctors/Flecfrician&Mumbers -AP c-mat Iufarmation Please Pant LeQibI�- Name Obi€niza c-a ndiL idu3n_ VV , V e-rt_n o n h ,W i t, t" Y l 11,n.r,$ nn Cr /� (r r v 0 xk,�7''�_ ( _ CI�y/5tat&Zip- LU L)^'a-4 {.n m �i P7 rr_rQitf' l 0,0 :repauanemployer?Checktheappropriatebay-: TTPeof pr.olect(require d�: L 0 I am a emp loyer w--7t1 l//0 3 4- ❑ I am a general contractor and I 6- have hiredffie Sub_-ecafl-ILcfors. 7.El I am a sore prop-etor orparfu Listed on the a�ached sheet 7. ❑Re odeliag site 21:d bare m loyeEs Tlay aQb contactors h.,re S. Dtinelificn F, 's Sot LTli in any cap.cfy emplo.5 c-and have weikers' F'a%,orbs' c!:3am—n_ -ast*ranee CoMp_>LS1IfaLCE•� r uirc?_] 5-❑ We are a mrporatmaad is 10_❑Electrical repairs or additions S. of iceis haam eVercised meL 1£_❑Pluan"bti zg r=_,F y or aditi icas❑ I..raa hrm���.���oi>sg III t4o �. � n-ysself Wo urort s'comp_ right.of ego 1 fioa per MGL I?❑Pnaf rc�ais �SLLT�eE rz�iQi_red-�f c_ 15?; 1(4},mdu*a he�Qc employees.[No,Woke.-s' 131-1 ottler camp_i1SLT ce regLt red.' . dcfRzbM_�,;RTTrCa End dl"�kliE-cc tdieccct7�cmn; L frs. ?` s1^ o-nlr5 Bpijaim �uS g�vi3c.c=s x 's 'ce�g.peLc nz -_ I a,n an,e:npLoyor thad is progUlrg 11--orkers'conT_-?srLko.n i.nmrance far my err-p£-yr.es EEL-w,is fre po£ic}and jcb site i.-zfo r,vr ato"L 1-.1--arznce Compa-lr�Name: � LC. .� rvt_r rL r C :- n l n S u z n c-_ J Poliry �rSr1 -me_1-ic— L4 il - c) `7 a L �v�C 4 1 F� *motion atr: Job Sit:.r d6r--s: \i . Q , �A j CifvIStat.:l7ip: /V) A Attach a cepy ao-f the w.Grt_ers'compensation policy-de—aration page{shuNviug the polite number aad e3p ation date}: Failure�o se-_-are ccv-arage as reqQiredunder Seetioa 2 _of MGL C_ 152 can lead to the imposition ofcriminal peualties of a En e up to$1,]00.00 an-Vor oz=year rgznso as vr:Sl as ci-,,L p.z�lfies iu�e fog cf ri ST GP ORS O1tD Zzzd a o IF up to 5250-CIO a day against the Violator_ $e advised mat a copy of tbis statement may be Grw-ard✓d to the Office.of Im7LsEigatiansa€f e-DLk. fiorin_qx-ancecoveragevfsiEcation- Ida her-e&j, rtrcder t£s pans�arrd perair'zes afpz4rjzcry i#atfhz irtfarmaiiar prai2dsr£ab<rue is Uz e and cQrract Date: Of cia£use arr£y. Da not rarite In triis arer,to be cmwpleted by City or town afjicLL City or To-K-a: Permitlr icease A Is-suing Au thaaity(drele one): 1.Soard of Health 2.Ir'u1T,Ting Egarbneut 3.CitylI o-,va Clerk 4_EIec'trical Inspector i.Plumb ng aptctor 6.Other Confmct PE;o.n. Phone ff_ 5 S)2_9j/ Foundation Certification in Barnstable, MA Prepared For : Lot 90 N 34 Spring Brook Lane, Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 02 - Baxter Nye Engineering & Surveying Flood Zone X (unshaded) ® FIRM Community Panel No. 250001 0539 J OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowners Association,•Inc. ® Deed Engineers and .Land Surveyors Book 23161 Page.59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale ; 1" = 20' 08-21-14 M 00 OPEN SPACE Z N 85-11'47" E 73.04' 10' SETBACK LINE -LOT 90 10,541 f S.F. 0.24f ACRES o LnLOT 89 W Z Q e Co 10.7 �-- ,P 15.5 0 13.0'rn 11 1 m ui o 11.4' 13.0 #34 0 21.5 o N EXISTING N FOUNDATION No 0 CL LOCATION OAS' 08/18/14 ^, 0' 0 6.0 0 22. m 13.0' 12.5 M N g0• m 0 � W CDj U m !� 20 PCK. W �8 SE 0 .L1• 5�g 5 ro L _,20 •32 = 06 g 8 $pg 63 1 V,32 99 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 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A o SHANE SPECIAL FLOOD HAZARD AREA. R 0 MA'LLON THIS PLAN IS NOT T BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. `' No.485 7 P REGISTERED PROFESSIONAL LAND SURVEYOR BAXTER NYE ENGINEERING & SURVEYING DATE �L . .w SMOKE DETECTORS .REVIEWED W . 0 B N LE BUI G DEPT. DATE �. w .. FIRE DEPARTMENT:: DATE 0T 1'910NAIVRES ARE REQUIRED FOR PERMITTINOMEN ------------- -- - -.. .._.... . ._ . I■�1..77 1 -.-:_ :: ... .....--: - .w :. :.. - ... ... : ... - - - - .. -- - ... .. - --...- ... --- -- - - - -- -- - - - - - - - - - _ _ ... __.. ...- : . ..:.. .. ... .. ... ... ...._ - - - - - = -- - - - .. _.:. _ _ - ............- _ --- _ --.. _ .. - - - - - - - - -- .. .. .. --. .._............_. _... ........_....-.:... -- __. --.... ... _.- - - - - - --- - - ... --- - \ - - -- ---- -_ . .. - ._ -y _ _ W _.__._ _..: .-::_.. _. .. - - - :_ - - - -- -- _ _ - - - ----- w zo LWLJ __ ____ _ ______ ___�____ -__ z___ _� Lu V-4 --- -.-- aµ w ti :. _ Q o -X FRONT: ELEVATION J SCALE: 1/4" 1'-.0" : 5NEET � 1 JOB: 1413 DRAWN:BY; KW DATE: 7/29/14 . - N O w - I FALSE.CW)MNEY • - ITE LILLL w M m W Z O 0. U TL LL ------------------- a�T � - zo - = -- -= = ----- _o �. ----- - ------ _ n LU : . . . . 1 . L .I FIFIll -RETAINING -(� D - Z I C;w � Q L .. .. o- D U W: REAR ELEVATION N � _ J SCALE:'I SHEET r7 2 JOB: 1413 . :.:.. : DRAWN BY: KW .. - .. - DATE 7/29/14 V " Q W -------------- low. o. El 1 ' .. .. .. r. ----- --- ---- A Now Id-- -- - _ RIDGE VENT . ... .: 2x12'9 @ 12°O.C. - 12 .. .2x12,"RIDGE BOARD ". R I TY" ELEVATION: . .. I O. .. LEFT ELEVATION ". � LIVING RM. SECTION 0' -_. i. — �— ... ONLY 12 .. n..: i_ SCALE. :3/16 , - I ASPHALT.SHINGLES SCALE::E06. I Ou 1/2° CDX ... ... ..- ... .. 4� i2 � s @.\b�G SHEATHING . .. .. .. � .. ., .. �.. -.. .. .. .. .. .. .. ".' - .. 2'R\0 .. .: .. 2x10�® 16nOC .: .. .. .. - .. .. .. . .. ... :. ... :. :.. 8 FIBERGLASS INSULATION RIGID WIND WASH BARRIER REQUIRED 12° O.C. .. ..-T EXTERIOR EDGE OF EXTERIOR WALL SECTION ONLY TOP PLATE ' ..2x8'.5 @ Ib .G. .. 3/4° STRAPPING" j. AT FOYER SE T1 N .. .. .. .. .. I/2° GYP. BOARD .. .. - ' - .. .. .. .. .. .. .. .. .. .. .:. MAINTAIN AIR SPACE,: .. N 12 o m ..: " U O. 3 . SIMPSON H2.5 : FASTENERS AT ALL OPEN .. .. .. RAFTER / TOP PLATE .. JUNCTION$ TYP. ' OPEN Lu CONT..VENTING.DRIP EDGE Q Q V __ _ _ ® o® o 1x8 FASCIA .. :. � .. :. ". � " AD Ld .. .. .. .. .. ::: OUTS (2) 9 1/4" LVL's" 2x10'S'@ 16° O.C7 � 2x10'S 0 ib° O.C. In .. - .. .. .. .. .. .. UNDER BEDROOM WALL .:.'_ .' -------- -. ---.— -- --- N � ��" .. E BOARD 1x5 SECOND MEMBER � � �� �- ALUMINUM GUTTERS AND DOWN SP FRIEZ D MOULDINGS - L .: .. BLOCKING�4' O°O.C. IN FIRST TWO JOIST 4 RAFTER - _ FINISH STAIRS - - t �- - BAYS FROM GABLE WALL K- 14R lob EXT. STUDS @ Ib° O.G. a — Q .. .. .. — .. .. v ... ..a. 62°R2PILYWOODSU EATHING i ° � U LIVING 2x1 FOYER w E8H RAP Q 3 .. .. .. .. .. .. .. .. 14' 7 I/2° FV-. il' 3"I/2 w . :.. :. :.. .. 3/4° OSB SUBF .. .- .. LOOR . .. .. :.. :. .:. ... -. :R30 INSUL. .:. Ytu 2x10'$Q'Ifiq O.C. ..2x10'S @ 16 O.C. -2x12 GIRT - 6ANCHOR AT 31S0 CL SILL + SILL ————— — 'J : " MASTER BEDROOM.. .. ..SECTION ONLY ..Y: .. ..( :. .. STAIRS IBR -2x12 CARRIERS ... .. -7 I/2". _10"xB'-9° CONC._WALLS .. .. I ROOF BELOW .. ... - DAMP P GRADE: .. . BASE1"fENT 1/2° LALLY COLu s .. - in" CONC. SLAB ;.:; ".. :. ":T BOTTOM SHEET - - t4t3. SECTION _ _ - -SGAl.E 1/4n I• On QRAPNIS-SY�. KW IJATE. 3/29/IA - N .:. ... .. ... .:. ... 13' ..: . ... .'.: .. 2'-8° 2'-4" .. 5�_Ou. 2'-4° .2i_8n.. ..6i_bn b�_6u.. .. - .. POEM. - -- .. m o N:.. . _ r _ - m -.. ... .. ... �, - - m-`9 --- - - n-m N .. (3):2xB:"FADER - C ) HEADER . 3 2x10 LIVING R - _ . t � GIVL .. ROOM I'wn... Tw 2g410 � ... .. .. ... ... .. -. ... .. � :.OAK I Iid�...: ' I 6 DINING ROOM •• I -. OAK 13' 4" 4 6". .2 4n (2) AW31 p _ I MASTER -- — ---- --=� . . 30 1/8"x60:7/Bi' .. .. _ .. v m:. gabs BEDROOM: E . : ... .. ... : ABOVE CARPET o sr o 0 ,.. n _ r .. .- -.. N .. .. -(3,Z 9_f 5/5" FIRE RATED .. .. =i ... - .. . 2068 .'' -—- ..��-6x? ;. ... G7P. BOARD BETWEEN .. .. .. � m .SPACES. .. .. .. .. .. .. .. .. .. 2468PKT .,. — ¢ ———.: JCL �' ,.. ?,, ..W p. .. -. .. ... .. .. ? s ,x.;: :.. ... + .�xx :x mot: k•. , x`> ��' _ m I m - ao ND LIVING IFS 308 .w 77 30 1/8"x 2.7.. .. .. .. .�. _,.I-FOLD : .. Iw. .. - - .w .. .. :. :.. :. YLIGNTI w IC7LIGNT E BOV KITCHEN w FI 2t�RATE N N .. � .. .T :.I i.. OAK ..' .m .. .. m CATNEDRALI I : LU -. .. .. - "CEILING. .. t WALK IN L. �. N Q uo CLOSET GA E 1/2° 8'-2": . L r?ODNTEIF T— 4" CON 3 w.l I:.. '�c; � ..PITCN2"RTOE.DOOR w:� .. .. FOYER .. g o —— I : Cl _ I.. 1206a a j 2'-d' - z o — .. T AK C HEDR:.L .. ... 'o.' :.. HEPIGHT FLUSWk j co I Z . .. .. .. .:.N .-.: BREAKFAST .. SEE DIWiL .. .. .. .. W/ GEILING�, - OAK .. °...� .'�::.: r F^ s� z'_ "� � � FUL7 LtTIVT♦� Z::Q::. . .. -.. .. .-. .. ." 3 I /8" w _ m I .I . �'x 6'l OVERHEAD DOOR E Q O -—- - -—-—-— ,. m (n.� ... o _ �. a -. CONCRETEAP"I .:LLf }=:. _ _ n _ m 10 o m -. _ X , m .. .7'70":. b'-O" .. :61-8" :.- _5'-10°. 4'_bu �.d�_b.0 3'-O" . 3'_O" r_3 q.70. q-Ou. -3 .. 5{-{SET .. '.:. .:. 13'-O° ... .:. :. 12'_b" 9_pu g'_O" 22'_0. A4 FIRST FLOOR PLAN JOB: t4€3 W 87:: KW DATE: :.. .. :.. :. - .. .. .. .. d. 13'4: 21'-b° .. .. 7-b .. .. .. .. Now- .. .. m m C4 m x m cn x: a x Qx tv - - — - u n u c°w 2x12 RAFTERS® 111 � tea •; BELOW.. .. .. �OPEN TO ¢ W E ; B CARPET.:M.#2 IL BEDROOM I. #3 Q BEDROOM . - .: CA RPET " - - - .. ... 13 4". 8' 0" 2 4 .4 013i 4" 4-0 KNE TW 2446 L m OFT . o Yn ... .. n "":.."30 1/8°x56 7/5° CARPET .. ." 2668 .. ... ... ° EWALL � �2668 IL. �; .. .. .. .. .. r. ... :. .. ::: ::: , . .. .. .�.w::: .5068. .. .:. .. q.)b .. TW'Z " a — �" a ATILE" STORAGE x56 a/e o = --- u FS 308 n F5.30 .. :I 0 266a BO Psf O'I�° KYLIGN't: : skYLIGN I _ 1, .1 n ,ABO ;pgO � so 3 -T _ Z 3 4'-0 KNEEWALL a OPEN T .: -- -- - o W LBATN B LOW R BDYE alu . Lo.ILL .. .. OPEN AD BELOW Q m —— - a I z Ul lu . .. ... .. .. ... ... .. ... ... ... ... ... ..�N ... .. ..: ... m u ❑' p° II'. O° .. .. . .-. .. B'-0° ... - .. 5'_O° .. :. 12i_b° .. .. q.-0° :. b'-O". .. - 22-O" .. S44EET SECOND FL LAN JOB: . t413 SCALE, 114' 1'70" DRAWN:BY': KW DATE: ... .. ... ::: 28' 0 ..: 21 6 .I3�_pu V_On 4x4 P.7. POST .. � .. .. .. .. .. .. .� .. � . �. � .: . GALo.:METAL:POST ANCHOR� .. .. 28 FOOTING TYP w:.. -r to a aBiG FOOT"�SONO TUBE. PIER W/ � I _ I - I I I. , I I ---------- _ROP_WA T I _ I I . } A�B FROST W L UNDER II— I o , `+ .DROP WALL TO SLAB I xx � I NEW / WALL Iiii J ;F, ':'. <>• �3-2x12 GIRT�i f L—— .. .. �y I / � I ,/i // ......:-.. -. :; .,;: I � I OR T.O. WALL «: U zO / V I TO 48u = W L— -- -- — --- :NEW /;FUTURE / N::p ------ ----- sFINISPED , • I I .. .. .. � is :'•, , ..:,:. ,,.,/., /, i 1�1 -. ... ... ...- � ,.•„�_. ,. i._-m.- .;;. :.:...n. .. ..:.. .,;/<.;/..�/ � f•�.:-,. - .-„,_a p...,, ;., . � u _ n ��I _ Z .. o . .. .. DROP T.O. WALL -- - S" x W-IO° CONC..WALL I I u b x IO" FOOTI NG 1/2".LACLY C 3-2x12 GIRT , 3z36' 2 .GONG. PADS P. p ..I _ . .. .. .. _ J COMPACT FILL: II � ASEMENT GARAGE:: . - .I .. .. .. .. w .. .. .. I .. .4" CONCRETE 51-46 z a UO PITCH TOWARD DOOR10 I I n o O = I LU: N . ff :. Io"xa'-9° GONG. WALL N N ( ... .. 58"EANCHOR BOLTS I I I Z 3 20° z lo" FOOTING n EMBEDDED 7.. 0 SPACED 32" O:C. I o Q . Nw 12" FROM CORNERS' I = - -� uP O I WASHERS 3x3"xl/4"" ' .: s:r .; - DROP 10" � 3 2x12 GIRT � ...-: EAM -1 -: o z> I ---------- — ---- R DOOR I a. v l V Z L J -- -- -- ° Q � 6 .. .. .. 13'-O" .. :12'-6". .. .. q'-0° 22:_Ou .. .. .. ... :.. SHEET _. FOUNDATION PLAN SCALE; 114' P-O" 1L�J JOB: 5413 DRAWN':BYr KW DATE: 7l2q/t4 . a P T. 2x10'5.@ 16°O.0 v :. .. .. 3 2 12 R .. .. ... ... N ... .. .. .. .. J v ... ... ... .. .. - ... .:. ... ... ... ... ... ... ... Q .. .. w' --------------- . .. lit ff 2x10'5 12 O.C. 2x10'S @ 16"O.G. — 2x10'S.@ 12"O.0 ..2x10'5® 16"O.G. m ... .: _.: .. : 3-2x12 GIR :. O 9 / ° VL� . �w 3-2x12 GIRT .. .. 2 I o .. .. .. _ - �N C, iv J (2) 2xlou) c— dd v W ... .. 3..2x12 GIRT j :� m- :. .:.... MER WALL .. .. .. .. . .. .. .. v (3) II 7/8° LVL NDR:...: 22' 0" FIRST FLOOR FRAMING PLAN SECOND :-FLOOR FRAMING PLAN Q _ - _ . — . SCALE: 1/8" I' 0" ::SGALE: I/8" I''0" � W .s mm i� W C: . : : _. . MOM Q U — _ W - (f).W:: ' . :' 2x10,5 @ 16O.G. 2x12'S.0 12"0.C. : 2xIO15 @ I6°O.C. p :: — 2 11 114" LVL-RIDGE 1) I W DOWN. 1 �� � �� :.. � — — — -- -- - D. .. ... .. :. — — — — -- - POST DOWN RIDGE . .. .. (2) Ib°:LVL RIDGE:. % — - — -- . o :.. 12-S I 2x10'S I6" .0 :W/ END .. (2) 9 1/2 LVL - .. UNDER DORMERi — -- -- -- — _.I N N Fv 6 W - — -- — -� I i if I III t1i I I 3 II 7/8° LVL NDR " I BUI D OVER-O' (3)9 2° LVL a. ROOF FRAMING PLAN ROOF PLAN SHEET TT SCALE: 1/81, 1'-0° SCALE: 1/8". 1'—0" A. 7 : : .. .. .. .. IOB:.. ..1413 ©RsLWN JE KW HATE: ' 7f29fR4 77, N :.. EXTEND HDR TO CORNE_ .=_2v6 DEL TOP PLATE : /� � a i �, j RAFTER @ • N -- FULL HGT. STUDS j%/ JACK STUD:. NAIL TOP PLATE TO BTM OF HDR % APPLT SIMPSON MSTAI8 CONNECTOR o 0o H2.5 Q.EAy RAFTER Wi 2 ROW.S OF 16d NAILS ON THE INSIDE FACE:OF HEADER ® 3" O.C. - TO EACH JACK STUD .. .. .. STRUCTURAL PANEL '= NEADER... - NAILED Bd COMMON '. ... .. _ 0 - ® 3" O.G. EDGE AND FIELD -.� CORNER O o TOP PLATE TO CORNER / 0 0 :- OVER MULTIPLE'OPENINGS. - - - DOOR TRIMMER STUDS - - RAFTER. :TO :PLATE CONNECTION ,, - o SCALE ... ... ...2- 5/8" ANCHOR BOLTS w/'VNB" PLATE WASHERS .. .. .. .. .. EACH NARROW WALL SECTION - - - .. `iIlI :DOUBLE ROW STAGGER NAILI .. ... v.`: NTO'BOTH P L ANT E �... ..: S " 2v6 DBL TOP PLATE es id _ W .. .. VERTICAL... .. ... ..: .. STRUCTURAL PANEL q NAILED 8d COMMON ... ... �1 _. WALL BRACING i BRA G AT GARAGE" DOOR - . AND °'`INEDELD w ONARIRQW SCALE: N.T.S. .. .. .. .. _." .. - WIND-ZONE:WALL COMPLIANCE.: ' W= : 71% 'OF'EACH WALL RUN . :. SHEATHING S 3":ED /2" WITH 8d NAILS- CaE" FIELD .. .DOUBLE ROW .. .. STRUCTURAL - (4)Ibd NAILS: PER'FT SO STAGGER"NAILIN .. .. .. .. .. .. .. FLOOR .. .. ..SECOND . L= 24%OF EACH WALL RUN �' :RMAOIST s INTO�BOTH.PLATES �� OM PLATE : VERTICAL SHEATHING:WITH :PANELS. 2s6 DBL TOP.PLATE -. 3" E /12".F.8d NAILS DGE FIELD 111 lJ) T (4)16d NAILS PER"FT BOTTOM PLATE Z 3 m m 111 0 " r r vw �n w. ��. RIM OIST ..VERTICAL -; ,:_ Hv VERTICAL J STRUCTURAL PANEL .. is STRUCTURAL PANEL_ Z NAILED 8d COMMON NAILED 8d COMMON .. ® 3" O.C. EDGE , 3" O.G Q om . EDGE - . AND 12 IN FIELD "AND 12"" IN FIELD - VV Q m _ 4 W DOUBLE ROW m _ DOUBLE ROW « O STAGGER NAILING- - STAGGER NAILIN �� „ --JNTO BOX AND SILL- = INTO BOX AND*SILL: - - .. .� SHEET I it OFIJLL HEIGHT SHEATHING SINGLE FLOOR .. j� FULL HEIGHT SHEATHING -MULTI FLOOR �h JOB: 1413 SCALE: N.T.S. � SCALE: N.T.S. DRAWN:B7; KW DATE: ' 7/29/14 I GENERAL NOTES: i 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2• SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDNISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MMNMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE f5 NOT WITHIN AN AC.E:C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 o f WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED ` HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS z PROTECTION ACT REGULATIONS (310 CIS 10).' SITE DOES NOT CONTAIN A ( RTIFIED VERNAL POOL PER NHESP \'. OPEN SPACE MAP OCTOBER 1, 2006 "COMM VERNAL POOLS. r SITE 1S NOT WITHIN A PRIORITY HAWAT PER NHESP MAP OCTOBER �- N 011'4 ' ,r'f 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES _—_73• ,` UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ` -r`~ REGULATIONS (321 CMR10) 10�SE1gAC( UNE SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER r' j RECHARGE PROTECTION AREA 14.5X-� , r VEGETATED Ae DEEP 54.5 / 5 55.5 _ RAIN GWEN (125 VEGETATED 12" UEEP _x �'./ C.F. ,SI'ORAGE) RAIN GARDEN (125 I .5 54 5' 5 j0(s=54.5/ CONSTRUCTION NOTES: 1 -r BOTTOM=53.5 C.F. STORAGE) 54.5 r TOP=54.5/ X ��r 1. ALL SUBDIVISiONCa� PLANS FOR COTi1IT MEADOWS, D4TED BOTTOM=5&5 55.0 r 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. X� r 545 ,,' fro-"LOT 89 3 DECK , N -- 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM PROVIDE (1) 6' �A. X THE SUBDIVISION �TION PLANS FOR COTUIT MEADOWS, 4Q�� DATED 6125107. SHALL. HEREBY APPLY TO THIS SITE PLAIT. 6' DEEP LEACHING �i ,'r o gA ,.c� �� ,-.� BASIN w/ 1' STORE 8 R 'S 5•0 13 0' c RD �� 1 ,- 3. SEWER CONNECTIONS: SURROUNDING (OR "� - MIN. COVER Stall BE 3 FT. r ALTERNATE EOUIVAL�WT g ,r'z 5 1et SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES VOLUME OF 289 CF y ,- e-�°�° SAGE AS REQUIRED BY BARNSTABLE DPW. CONNECT ALL ROOF _ _ DOWNSPOUT$ TO \� �. PROP ,1NV= �',g:62.9 c 1 �• rrrr i - MMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.It LEACHING BASIN b. H�g 85 53.70 0, F'F E. ' 62.8 6 0 OPEN i, . u SMH NIA INV IN =51.51 COtilit Meadows Sllbdil/ision LOT1 : s - Cotult•Barnstable, Ibassachusetts �. 61.0 / r G , X61.50 PREPARED FOR 1 LOT 90 81•0 ' ,, -- rrrr COTUIT EQUITABLE HOUSING, LLC r z �� 10,541 f S.F. 'CURB 0/0 R 0. Box 95 0.24E ACRES STOP ,� .Ic � �r �`isflteMllej MA 02M _� LIVw • L _- ry Y1- r r • TIILG w c Slte plan 1 © W Pgi� / �5� /„r r rrLOT 102 S Lot 90 34 Spring Brook Lane O S rr ,- � a ' G ^> ' s 94 LP p S INwr 7 -''1 S S t 01 S s H BAx TER NYE ENGINEERING SURVEYING 6o.7e S LOT" 101 ly OUT Registered Professional LOT 99 �" - �o __ __ ------ �,.. �'�'``-`32 9g ; '�'� S`�'� Engineers and Land Surveyors ��N of� OP ' r •••• o.32' 78 North Stmt,3rd Floor,Hyannis,MA 02001 �• r S Se L=75.09' R=16 �� w Phone- (SOS) 771-7502 Faz-(508)771-7622 No.43183 20 0 20 40 °��`�QIST�a� mmmmlw SCALE IN FEET SCALE: 1 = 20 TE: 07- -14 REV. DATE: REMARKS LOTm9O DROW MJMMR N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw Z 2005-214 N 0