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HomeMy WebLinkAbout0007 SPRING BROOK LANE Sri n f f Jf� J C %WE r Z own of Barnstable BARNSTA6LE. ' _ Regulatory Services 7 MASS 039.�,. Building Division - �fD MA'S 200 Main Street,Hyannis,MA 02601 a Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection YrD Location sl� r� �-- �� Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: <� l C- < < ASS 1-4 ,61S N tKi f4b 4Ek AS CH T ry C- co t- ql c�lS Please call: 508-862-4038 f re-inspection. Inspected by -C Date F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATTgN Ma OO Parcel ���� d S s�� A 0?01 S� o� �,3 P � Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board A 1w Na ice,. Quo j Historic - OKH _ Preservation / Hyannis Awl"'°r- .4vt' Ajt'aw A� S S Project Street Address 5 2nvt,I 6aoe L 3 Village4:Owner Address Ay 6 b qh I S. cept4e 'V(1 y-* v Telephone ::F-7 ( - IV40 Permit Request Co WL a&QLd Car Square feet: 1 st floor: existing proposed 171)5 2nd floor: existing 4 proposed Total new Ras_ 7 . 7 Jr Zoning District Flood Plain C Groundwater Overlay Project Valuation Uv`-'Construction Type Lot Size /S. 114K Grandfathered: ❑Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family IA Two Family ❑ Multi-Family(# units) Age of Existing Structure 0 Historic House: ❑Yes No On Old King's Highway: ❑Yes Jt�No Basement Type: 'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �?J Number of Baths: Full: existing new 2 — Half: existing (__new Number of Bedrooms: existing 5hew Q7. Total Room Count (not including baths): existing new First Floor Room.. Count=T' v' Heat Type and Fuel: A4 Gas ❑ Oil ❑ Electric ❑ Other 1 Central Air: 4 Yes ❑ No Fireplaces: Existing New Existing wood/coal stoves ❑Yes,4,No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ visting ;0 newer size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ tv Commercial ❑Yes ❑ No If yes, site plan review# Current Use &AL—Proposed Use APPLICANT INFORMATION --(BUILDER OR-HOMEOWNER) Name V\ Telephone Number 50-6-7771- logo Address 11� P�C q License# aem6wak Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM IS PROJECT WILL BE TAKEN TO SIGNATURE DATE A111 FOR OFFICIAL USE ONLY s — APPLICATION# C s' DATE ISSUED a MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ✓U�B�IS 56�5 `3��lS s FRAME �D 3 a ►S • INSULATION FIREPLACE ,r ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH FINAL GAS: ROUGH FINAL > ''FINAL BUILDING rM \ 2�55 DATE:CLOSED OUT ASSOCIATION PLAN NO. Home EnergyRating Certificate RatingNbe° g Certified Energy Rater Chris Mazzola Lot 103 Cotuit Meadows Rating Date 04/23/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders s st�ma�tedAnnual,_ nergy Cost Use MMBtu Percent 5 Stars Plus Heating 40.6 8% Projected Rating HERS Index: 65 Cooling 2.8 11% Hot Water 15.4 1% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 18.6 76% Gnerallnfo►-mat>lon `� - Photovoltaics 0.0 -0% Conditioned Area 1744 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Total 77.5 100% Bedrooms 3 ° '�"'' This home meet or exceeds thelmienrmum criteria for the following: Mechan ' S "stems Features ° W x t777777 �' 4 Y._ . Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE: 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 68.00 CFM25. Ventilation System Exhaust Only:.47 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Ceiling Flat R-38.0� Slab None a � 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 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper �^- - °� -- Sagamore Beach MA 02562 nA FeaturesLights a � r � 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 REWRate-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. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. r �QF cHET � Town of Barnstable, Regulatory Ser.vices *�e Thomas F. Geller,Directortu Bldinc Divisim Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w-ww.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Cv,TnerMust Complete and Sign This Section if Using ABuilder I, •C—o It - , ds Ovmer of the subject property hereby authorize Eto act on my behalf, in all matters relative to.work authorized bythis building permit application for: (Addicss of-fob) M16— Sign e o Owner Date Print Name Q:FOR'A-S:01TNIERp1 nIISSION AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 DELUXE VILLAGER MODEL-COTUIT MEADOWS Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................110 mph Q WindExposure Category............................ .... ............................. ..............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) .....:::............................................8 5 12:12 Q Mean Roof Height .....................................................................(Fig 2)...................................................16 ft 5 33, Q Building Width,W...............................................................(Fig 3).................................................. 52 ft <_80' BuildingLength, L ..........................................:...................(Fig 3)...................................................74 ft 5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 5 3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete:............................................................................................................................. 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—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher................................................................(Fig 5)................................:..............2:3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... 0 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 Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d N/A FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................:............... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening.............................:....................(Table 2)...........8 d nails at 6 in edge/12 infield 4.1 WALLS Wall Height Loadbearing walls...............................:........................(Fig 10 and Table 5)...............................8 ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................—ft 5 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR 5301.2.1.1)1 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 Endwall Studs.............. .............................(Fig 10)............:........ .........:.................:................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used).............:.....(Fig 11).............................................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 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 0 in. 5 11' Q Sill Plate Spans ............... ........................................(Table 9)..........................................3 ft 0 in. :5 11' Q Full Height Studs (no.of studs)........;..........................(Table 9)............. ................................................3 _ Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).....................:....................8 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9)..................................._ft_in. 5 12"- N/A Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneouslyy4 Minimum Building Dimension,W Nominal Height of Tallest Opening .......... . : . Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing-,........................................(Table 10 or note 4 if less)...............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 10)............:...............................................4 Q Percent Full-Height Sheathing.......................(Table 10)...............:.......................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................:... Q Maximum Building Dimension, L Nominal Height of Tallest Openingz......:..............................................................6'-8"5 6'8" Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..................:...........3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...;................. N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 6.1 ROOFS Roof framing member spans checked?.......................(For Rafters.use AWC Span Tool,see BBRS Website) 0 Roof Overhang ................ ......................:............. (Figure 19)...............2/3 ft s smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Lateral...............................:.............(Table 12)...............................................L=176 plf 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........................................... ...............................................518 in.>7/16"WSP 10 Roof Sheathing Fastening............................................(Table 2)......................,....................................8d DELUXE VILLAGER MODEL MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING 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 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 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 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for.Compliance (7so cMR 5301.2.1.1)1 -'-WHEN THIS EDGESTS E R ON FRAMING USEM NAILS A76b•c ' tl u u 1 i l 11 n 11 - 1 11 rl 11 11 1 II n 1 1 II I1 V 11 1l 1 t 11 1l N41 1 F 11 11 tR J 11 � 11 11 11 Ir X' 11 Ir r .. .. 1,1 1t 1: J I1 a ll i1..to 1 ... C1 11 71 11 1 11 1 11 1 1 .. NALSPACWa PANT— a Y 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 (7so CMR 5301.2.1.1)1 12U� za ; ! o Ba !I I! FRAMING MEMBER$ 1 ! ; EDGE 94TE IAEDIATE STAGGERED T W-Ml-m iyAll PAT FERN PANEL PANEL EDGE � DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment r 51 Department afIndustrial Accidents L Office aj'luvestigc dons 600 Mashington Street `wF Boston,MA 02111 'M = wTv wass govldia Workers' Compensation Insurance A.ffidaAt: Buiid�rs/Contractors/Electrieians/P'Inmbers AprpHcant Information Please Print Lezibly Name (Business/Organiza,iow diti7dual): - E Address: �� City/State/zip:C•_"k11 2P V1 Ai,J,- e'2 3__,7, Phone Are you an employer?Check the'appropriate :• Type of project(required): 1.❑ I am a employers with. 4. ETI am a general contractor and I 6. L g N ew construction . employees(full and/or p art time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet ❑Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition worl9ng forme in any capacity. workers' comp.insurance. 9• ❑Building addition [No workers' comp.insurance 5. ❑ ��e are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all v�ork: right of exemption per MGL 11.0 Plumbing repairs or additions myself NO workers' camp. c. 152,§1(4),and we have no 12 E]Roof repairs insurance required.]t employees.-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks boi#1 must also f 11 out the section below showing their workers'compensation policy information: t Homeowners who submit flus affidavit indicating they are doing all work and then hire outside contractdrs 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 their workers'comp.policy information. atrt arz enaplayer that is pr dvidirig rvarkers'cons pensation Nsurance for my employees. Belo i)is the policy and job site infor F?€alam Insurance Company Name: ` `' eo Policy#or Self-ins.Lic.#:_ (����� �Z_j _ Expiration Date:li l l(aJob Site A ddress: 'SA f t" &CtOV L-JA City/State/Zip: Attach a copy of time workers' compensation policy declaration page(shoivingthe policy nn mber and expiration date). Failuie to secure coverage as requared 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 ilnprisomnent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.OD a day.against the viaLtor. advised that a copy of this Mtenz�;nt may be forXTarded to-the Office of Investigations.of the DIA for insurance coverage verification. g do hereby cer djyj raider the gains and petr¢l ies of pea3ury That the infor°zrxadon pproi.,Ided above is true i'M correct- . Si�rature: �� Date: Phone n: O O Official use only. Do not wr•fye in ihfs area,to be coot feted 1 e or'r`or6'ra o�frcirxl. City or Towm: PermitUcense 14 Issuing Authority (circle crue): L Board of Health 2.Building Depart nieut 3. City/Town Clerk. 4.Eleatrical Inspector 5.Pltlrnbin:g Iuspector 6. ©-thee Contact Person: Phone#: OF Massachusetts -Department of Public Safety Board of Building Regulations and-Standards Construction Supervisor License: CS-005645 BRUN T DACEY, PO BOX 95 = s CENTERMLE Iia 02632 92,. ,f1 . j41 Expiration Commissioner 04/19/2016 70 3- :1x Subcontractor's Insurance 2012 Gl Policy`: GL°Policy:. WC Policy WC Policy Sub Contractor Effective Date .Expiration Effective Ditee Expiration: All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04. 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 .02/06/07 12/13/15 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04._ 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder .508-221-1046 12/09/06 04/05/12 DBA-N/A 06/01/15 Kitchen Appliance Mart 508 771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 06/01/1.5 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01./1.5 Pastore Excavation Inc. 06/05/08,. 06/05/12 10/12/08 11/13/15 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 12/01/15 Home Energy RatingCertificate Regi 2059'6851 Rating Nuu mbermber 20509 Certified Energy Rater Andrew Popielarski 7 Spring Brook Lane Rating Date 11/10/2015 Cotuit, MA 02635 Rating Ordered For Bayside Builders n.v m "°Estimated Annuat:Energy Cost � 1k r Use MMBtu Cost Percent 5 Stars Plus Heating 41.3 $627 31% Confirmed HERS Index: 65 Cooling 3.3 $195 10% Efficient Home Comparison: 35% Better Hot Water 13.1 $158 8% Lights/Appliances 20.3 $1046 52% Genera( hnformat'ion` . " a Photovoltaics -0.0 $-0 -0% " Service Charges $0 0% Conditioned Area 1744 sq. ft. House Type Single-family detached Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Total 78.0 $2026 100% Bedrooms 3 m, "' Crltertd . > This home meets or exceeds the minimum criteria for the following: Heating:_ Fuel-fired y s Featu res, : � � _ � �.... r,..�....� �� Mechan>Icat�$. Stem air distribution, Natural gas, 95.0 AFU 2009 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gat. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 57.00 CFM25. Ventilation System Exhaust Only:.61 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Bu1(d�ng Shef'1 Features r Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC:,0.310 Certified HERS Rating Company - Above Grade Walls R-21.0 Infiltration Rate Htg: 804 Clg: 804 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and Applianc6 Featu"res: sagamore Beach, Ma. 888-503-2233 Home AM— 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) 662.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 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. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 7 Spring Brook Lane 888-503-2233 11/10/2015 Cotuit,MA 02635 Andrew Popielarski Rating No:20509 RaterID:5363711 Weather:Barnstable, MA Builder Spring Brook 7- Lot 103 Bayside Builders Spring Brook 7 C.blg Whole House Infiltration Blower boor Test Heating Cooling Natural ACH 0.13 0.10 ACH @ 50 Pascals 2.87 2.87 CFM @ 25 Pascals 512 512 CFM @ 50 Pascals 804 804 Eff. Leakage Area (sq.in) : 44.1 44.1 Specific Leakage Area 0.00018 0.00018 ELA/100 sf shell(sq.in) 0.81 0.81 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 57 CFM25 /CFMfan 0.0360 CFM25 /CFA 0.0327 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 89 Eff. Leakage Area (sq.in) 4.91 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0327 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 61 Hours/Day 19.0 Fan Watts 15.0 Cooling 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 47 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 95 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 hour. 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. HOME PERFORMANCE "Ede More Energy ENERGY 150 WITH MASS NEW . Existing 130 RAT I N G Homes HOMES REBATE 1 ° Standard CERTIFICATE New Home R90 100 9 80 .70. fiisHome _ 60 65 50 e - 40 30, Home Energy Ralers..U^ 20- .. Zero Energy 10 Home Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption E2000 2;0 T677 80.0 ; - - 78.0 ; - 41 60.0 - 40.0 Co 1000 i 1500 500= 7e'^ - 1°�-�5 — n - -- ) 20.0-q 0.0 OJI on on 0. Q la O p — ; Q a o 4; an o � a; L 0 On O (6 J IL Ln Address 7 Spring Brook Lane Annual Estimates" Certified HERS Rating Company Cotuit, MA 02635 Electric(kWh): 6829 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 547 180 State Road Suite 2 upper Cond. Area 1744 sq. ft. CO2 emissions(Tons): 7 Certified Rater Andrew Popielarski Rating No. 20509 Annual Savings": $1410 Rater ID 5363711 Issue Date November 10, 2015 Registry ID 245916851 Certification Verified Based on standard operating conditions Rating Date 11/10/2015 Based on a HERS 130 Index Home Signature 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. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Town of Barnstable Building Department - 200 Main Street * MAS& * Hyannis, MA 02601 9 MASS. $ i6. 9 . (508) 862-4038 QED�A Certificate of Occupancy Application Number: 201502573 CO Number: 20150218 Parcel ID: 002002103 .CO Issue Date: 11113115 Location: 7 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: UL I Building Department Signature Date Signed � TOWN OF BARNSTABLE �tNE 2 � Building 01502573 BARNSTABLE, * Issue Date: 05/18/15 Permit 9 MASS. 163 Applicant: BAYSIDE BUILDING INC rF�MAC A Permit Number: B '20151143 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 11/15/15 E ation 7 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY ATTACHED Map Parcel 002002103 '.Permit Fee$ 1,122.00. Contractor BAYSIDE BUILDING,INC + llage COTUIT App Fee$ 100.00 License Num. 005645 Est Construction Cost$ 220,000 narks APPROVED PLANS MUST BE RETAINED ON JOB AND NSTRUCT A THREE BEDROOM,2 BATH RANCH,STYLE HOME W ITHTHIS CARD MUST BE KEPT POSTED UNTIL FINAL v ATTACHED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH ler on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL M ress: PO BOX 95 -` INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 1,ication Entered by: JL Building Permit Issued By: - PERMIT CONYEYSINO RIGHT TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART'THEREOF;EITHER -ORARTLY 6 P L . NCROACHMENTS ON PUBLIC PROPERTY,NO_r. k,.FICALLY PERMITTED UNDER THE BUE:DING CODE;MUST BE APPROVED BY THE JURISDICTION'STREET OR AL EY GRADES AS LL ASDEPTH AND LOCATION OF PUBLIC SEWERS MAY BE . . 'AINED FROM THE DEPARTMENT OF PUBLIC WORKS, THEJSSL'ANCE OF THIS PERMIT DOES NOT RELEAS&THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION 1 CS:RICTIONS. - JINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ,I.FOUNDATION OR FOOTINGS. `2.7SHEATHING 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.I42A). BUILDING.INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 6 � 2 i '-2 3 1 e ng Inspection Appro ialsn Engineering Dept Fire D ,t 2 o /5 f. B Sr a -0 t;ouninmawealtIl of Ma.ssadiuset%s Sheet I-Aetal Pez mIL Date:�� 5 X-PRESS P RMITP-erriit Estimated job Cost: S AUG 18 2015 Permit Fee: S d j� O Plans Submit-Led: YES TO ,SOWN OF BARNAJA ,Lg-e ed: YES _NO Business License _ . 1(90 ,applicant License_ 9 L-, Business Inform`at on: Property Owner/job Location In or_�atior1: �ia_me: U� rn CAI Oh 1'i PJeLl,I(1; - Naine. r �/I J J fj (�Y� I /� rJ �1� Sir ..,t: � � 1��I I-t,:�t C� 1�1.(,l RJ,�l 1G� STI'ZZt: � I r,'J J City/TIotivn: loll. �� IQ.1LQ `Vl City/Town: � Tedephone: 509— '19U5.— 1 100 Telephone: n Photo 1.D.required/Copy of Photo I.D. attached:r YES i/ - O • Staff Tnimal J-1 license J-2 /3I-2-restricted to d;;,7ellings 3-stories or less and cow e;cial uo 71 �010.000 sq t?-s.ol���or is F Residen ti.al: 1-2 am-ily y multi-fa!iIL Condo/To�rjiihlouses gr Commercial: 0:MIce Retail L-dustrial Educe onal w Lns-Lutional. Other Square Fobtaue: under 10,000 sq.fr. / over 10;000:sq-. ii. -Number of Stories: Sheet petal work to be completed: Nctiv"l ozk: Ren.oyation: ri-V-AC V I/Ict31 Wat8rshedRO011riq- KitGrenEx-haustSystem iVi�tal Ch-, hey/Vents AIr Bala icing Provide detailed description oT VVorli to be done: at AA� V ,tC e t � t w INSURANCE COVEP,AGE: -, ,... �- . . . < ~INSURANCE liability insurance policy or its equivalentvrhich meets the requirements of M.G.L.Ch.112 Yes )` �D 1 have a current i i It you have checked Yes,indicate the type of coverage by checking the appropriate_box below: — n I A liability insurance policy (^ Other type of indemnity ❑ oond LJ �� - y licensee does•not have the insurance coverage required by Chapter 11 Z of the ,t , CCELVAIV`R. 1 am aware thatthe -- o requirement. I OWNER'S. INSU,.A�I ;:iassachusetts General Laws,and that my signature on this pe mit application waives this Check One Only i Owner ❑ Agent 01 I i Signature of Owner or Ovii,9rs Agent d for entered)regarding this application are true and a=By checking this bc �:[hereby csr-iT>'that all of m the d�taiis and in�oraticn I have su erfob�l�•= ,—mad under the pernit issued for this application will be accurate to the best of my knowledge and that all sheet metal work and installations p in compliance with all pertinent provision of Yn=hlassachu=e:s Building Code and chapter 112 of the General Laws. Duct inspsction required prior to insulation installation: YES NO } Progress Inspections �; Co- n- Final Inspection - - - - - - - - - - - -CC_�11i_1—Ct1t I I I Type of License: I i Master t. -_ _ Si na ure of Lice nSee rn.,,.... :��.,.D=rson 9 I Git',1 I u _ s - �rSOn-a�BSCnoied CCnSg �hlriiD?r: � %, ❑JDU�d;•'p LI I i i , t Foe ❑ h�C„ci 4�S 1.mass.roy/di;; i i t i Insp-ctor signature of Pe„nit Approval i i. ti Fold,Then Detach Along All Perforations . `� _ `'-'• �EOMM,ON.WE`ALTH�OF��MAS�A�Hl1SETTS- . ' :< 8 ® A ® A ��'t�� �t;�� SHETET�I�ETRL�WORIf�RS—BIM}OF ��M zI'SS[lES: THE E,,OLLOWIPIG, L:tCENSE .<r 5 � t }• ��-;SAS R�Bt�Sr1 P1E S '" a� �'-y. '��> . ki�� � MSS ��✓��' � ��"&d r ti� '� Rile *M"T6ATI HI iu 1 W`UERt (}N WH1IT ELEYPLBG A3QY �C� `� Nfi� kr2�rFVitLftE LANDING C.OMMO.N.WEALTH OF-MAS.�ACHUSETTS : ., , :I • ' g e BO : �r f z SHEEI1fTALARD OF;F10RKERSn6Or. k 1SSllES IHE FOLLOwI�J� EICENSE ' h`S. .Ar hi45TEP. UiJRESTRI CTED h ' �� ERFIC Ti4�HfTELEY _ � F 2g67 aZ/z8/16r = r8o5�2_ �,_,, � SSAC T.U, Si DRII�ER'S j� ��j-- LICENSE - --}� x: SLY ; Ed Cy ---- e 1811 MAIIN:ST V!C IAT faM MA 0[coy f oo01.03.20 14, a. i>.oee o��rrr r ti To yvxi o R Regulatory Ser-v' v1�m� c es \� z6 Q \�� T-hoinas.l+. Geilc,,,l;iz•ecG�r -.adding Division Tom ferry,Buildin;(:ommissicvct 200 Bain St�cct .I�:y=n .s,7v;1',,02601 was••�v.tn�vn.bzrnstabfe.n�a,z�; - office: 508-862-4039 Fax: 508-790-6230 RtOperty P 1 st Complete and S7gn 'TE�ds Secii.on- If Using ABIi.fl. r 1, rtc� n t �-k r7- l t _, O�.c,01 the suticci properr-i .Ilezcb a��'borize ' to a:c•.e on nnf belf, La Unis zeltve to a:irk Pulo7, d by ih� i;,��ry�Ey�;�aPplieal�or�ior: C . -SE 01.Job) Sjigna_� a� mate J.. . Pzzat I\T2.ne fzelYC� xe1 is appf}4.ng for e: it )l.ease complete (h.E Home O x.ens I�c csc E,-a A-mptj.on a'.o:-n o n the x c re _s e si ce. �:Far�rs:c�vrri�prrr.��:ss�ot� . The Commonwealth of Massachusetts. Department of IndustrialAccidents c . 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information ` l Please Print Legibly Name (Business/Organization/lndividual):�—U�Q�now �� Qy u Inc +��\ERG Q)J,. Address: ��N City/State/Zips, '�--r,, c�c,�,,I\ O1��c1 Phone#:( S_b��)_ 9 3--1 k0-R) Are you an employer?Check the appropriate box: Type of project(required): 1.�Q t I am a employer with b 3 employees(full and/or part-time).* 7. W New construction 2 I am a sole proprietor or partnership and have no employees working for me in �❑ 8. ❑.Remodeling any capacity.(No workers'comp.insurance required.] 9. El Demolition 3.a I am a homeowner doing all work myself.(No workers'comp.insurance required.]t 10 E Building addition 4.❑I am a homeowner and will be hiring contractors'to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.F1 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOf repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.(No workers'comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for`my employees. Below is the policy and job site information. Insurance Company Name: �(`c1R(� -�1n1Sy( GrICSL �Ot�Q (NC4 Policy#or Self-ins.Lic:#:� a 1 L Toby Expiration Date: ! I f Job Site Address: -r\ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi der the pains and penalties 00 jury that the information provided above is true and correct. -- Q Signature: A,--' Date: lJ 3 J15 Phone#: � �� 9 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical,Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: VVVERNON-01 DPEARSE CERl IFICATE 4F LIABfLITY INSURANCE 7DATE(MMIDDNYYY) 126l2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rogers&Gray Insurance Agency,Inc. PHONE FA X No:(877)816-2156. 434 RIB 134 -IeL._N9_iX11 South Dennis,MA 02660 ADDRIESS: 1LS URERS AFFORDING COVERAGE NAIC It INSURER A:ARBELLA PROTECTION 41360 INSURED INSURERS: _ W.Vernon Whiteley Plumbing&Heating Co,Inc. INSURERC: Chatham Sheet Metal,Inc. P.0.BOX 1266 INSURER D West Chatham,MA 02669-1266 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. L�INSR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LIMITS N POLICY NUMBER h1h11001YYY IdMIDDKYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE IS 1,000,000 CLAIMS-MADE ODOUR 8500052832 10/01/2014 10101/2015 PREMISES Eaoca NT'�rce 5 100,000 MED EXP(Any one person) S 10,00 PERSONAL&ADV INJURY 5 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE IS 2,000,000 X POLICY D PROJECT LOC I I PRODUCTS-COIAP/OP AGG IS 2,000,000 OTHER: I S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea acddent)_ S 1,000,000 A ANY AUTO 1020006346 10/01/2014 40/0112015 BODILY INJURY(Par person) S ALL OWNED X SCHEDULED BODILY INJURY(Per accident).S AUTOS AUTOS NON.OWNED PROPERTY DAMAGE 5 H HIREDAUTOS X AUTOS Peracddent IS X UMBRELLALIAB OCCUR EACH OCCURRENCE I$ 4,000,000 A EXCESS UAB CLAMS-MADE 4600052833 10/01/2014 10101/2016 AGGREGATE $ 4,000,000 — DE(r-X- REFENTION S— A0'al WORKERS COMPENSATION PER OTH- STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? NIA (fdandatoryInNH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS belcw E.L.DISEASE-POUCY UNIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Plumbing,Heating&Air Conditioning Contractor --General Liability Endorsement 30AP2037 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Transfer of Rights of Recovery and Per Project Aggregate as Required by Written Contract --General Liability Endorsement 30AP2039 Provides:Additional Insured-Contractors-Completed Operations Coverage As Required by Written Contract --Commercial Auto Endorsement 26AP1034 Provides:Additional Insured Status to Certificate Holders,Primary Non-Contributory,Waiver of Subrogation —Workers Compensation Certificate for Policy#6S62UB9972L66413 has been requested from ACE Insurance Company and will be Forwarded Directly by ACE "This Certificate Replaces any Prior Certificate Issued to the Holder for the Policy Period 10/1/2014 to 1 01112 01 5 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601-0000 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I JOB SITE: 1�3rt2at;�a L� Gc MA: MAP INSTALLED BUILDING PRODUCTS PO 60X 13pg SAGAMORE BEACH,MA 02562 INSULATION CCRTIFICATION-PER IECC 303.11. i BATT INSULATION Exterior.walls: Type: .�"eb9 l, S Manufacturer. Owzvs�.-tee i�e Exteriorwalls_(other):-13,41 ; ,qrsTS Type ��Lu�•'A.L'2 •` Manufacturer4` J� h� - L> R-Value: 2 Interior Walls/Stairavzir. Type: Manufacturer: R-Value:__ I Basement Ceiling; Type: i _Mar,ufacttirer, _R-Value: Flat Ceilin5: Type: rtt� Inqs - — Manufacturer: ems, R-Value: 3a Sloped Ceilings` Type' IVlanufacturer; R-Value; BLOWfV INSULATION (FIBERGLASS O_ . R,�Ei ULOSF. Exrerior walls: Type: Manufacturer: Settled Thickness; Installed thickness: I Settled R-Value: Installed densi Coverage Area; —'—' y' _Number of Bags;_ Flat Ceilings: Type Tt `�`2yasg M3nUfaiturer; C3wFw,e Gp I c ' Installed thickness:, I Settled Thickness:f - — _et•tled R Value `� -_Installed densit Coverage Area: Number.of Bags: y:, .ZJ� Sloped Ceilings: TYPe: �cz4lwss Manufacturer: :0NtMz ` (~ Settled Thrcknes =---C � Installed thickness:1J Settled R Value:_ , Installed density: )�N Coverage Area;. 4 Number of Bags:) __ i3y y i For MAP Installed Bu.il irig Praduc R Date:-. l�_'_,. 1 II y ® Foundation Certification in Barnstable, MA Prepared For : 7 Spring Brook Lane (Cotuit Meadows) Subdivision of Barnstable Assessors Map: 602 Parcel: 002-103 Baxter Nye Engineering. & Surveying 0 Zone X (unshaded) FIRM Community Panel Number 0250001 0539 J Effective' Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Engineers and Land. Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association,. Inc. 0 Deed 78 North Street, 3rd Floor Book 23161 Page 59 H MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 yannis, Page 158 Phone - (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 0 Deed Book 22249 Page 282 Scale : 1 = 20' 05-18-2015 Job Number. 2005-214 00 Z SAS l� L=46. 42. 1%0 R=120 32, S 9.6 9 F N LOT 102 T.O.F. EL. 67.83 ti°c % 16.2' o. 0 . 00 4�. 0 o - I p EXISTING rt N o. p FOUNDATION LOCATED 05-15-15 0. f • �'6, �9 0 26?' CP N LOT 103 19 13,118f S.F. 0.30f ACRES h LOT 104 es23, 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 OFMq�� BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082, (DB 21059 Pg 158) IS LOCATED IN RELATION TO Z� SFIpNE cyG PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A p SPECIAL FLOOD HAZARD AREA. • M. MALLON v, THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. " .oNO 4W7� C ` 90FESS�O�pQ` su?�`I�� REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE 5/mil-s Foundation Certification in Barnstable, MA Prepared For 7 , S ring Brook Lane (Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-103 Baxter Nye Engineering C4C Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J Y g g Y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed. Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, -3rd. Floor Book 23161: Page 59 Hyannis, MA 02601 Barnstable' Zoning Board of Appeals No. 2005-082 ® Deed. Book 21059 y . .Page 158 Phone (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page.282 Scale : 1 = 20' 05-18-2015 Job Number. 2005-214 00 o Q C1� Z L-48 l G B 42 W00 R-120 32, S 68,Sj- ` S9b F o � N . LOT 102 T.O.F. EL. 67.83 ��% 16.2' r'� 1.11 o. o jr O. . , 'O. 0 N EXISTING na o.1,Lp FOUNDATION jr / I 'y LOCATED 05-15-15 0. o. 1J i N LOT 103 N�o3j1 13,118f S.F. '9>y 0.30f ACRES h LOT 104 es23, 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 OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO "W PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED :WITHIN A SHANE yG SPECIAL FLOOD.HAZARD,AREA. M. �^ MALLON �„ THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. c� Np,4807� Qf /A ✓` l ��f. `�pFEBg��� SUIT REGISTERED PROFESSIONAL LAND SURVEYOR.N BAXTER NYE ENGINEERING & SURVEYING DATE i - . � N _ O Pon" in Lo .J ._... —-- --— — -- -- - -- — _ � W - ®�® - In W No ------ Fffinn 4 FHF ...........- ----------- I L E I Ll El I LU Uf11 . __ _.. .._ . ._. :..._.__ . . _...: __ ....... �¢ O . -. �. __ ............ in _ FRONT ELEVATION _ ,� ab - SCALE: 1/4" = P-O' td_t S W a:.�. M � - - W M a On LA— l. -- — _ - — SI — — -- --- -- -- — -- -- - — -- -- -- ----- --- -- -- — -- --------- : O tu (n lU -^ R�T o J 1 I I I I REAR ELEVATION SMOKE DETECTORS REVIEWED SCALE: 1/4" = V-O" ��-J` SHEET LE BUILDING DEPT. JJJ///DAATTE/ Al L# ram: JOB: 1504 FIRE DEPARTMENT DATE € DRAWN BY: KW DATE: 4/8/IS •_ r N V �_ to O MEMO to a12 Z 111EMEMO W - _ ' U w � . A 0. LEFT ELEVATION _ a 0 L SCALE:.I/4" V-Oil �. a --------------- O - - _ --- 3 ut cn _ Z_ o _ . . FF ❑ U0 m LLI O.. O LI--- L= RIGHT . ELEVATION SCALE: 1/4" 1'-0" SPEET A2 JOB: 1504 DRAWN By- KW . DATE: 4/8/I5 74'-0".. TKT2423 14'-10" @' .. 29 7/8"30 1/8"x 14'-0" - - 24'-0" \1/ - TW 24410-3 .. 12'_ .12'-0" .. 8q 5/8°x60 7/8°L---)-r77 TW 24410-2 YI i - SUN :, rW 24410-2 .. O �a""� .. .. w . 59 7/8°x60 7/8' ROOM 59 7/8"x60 7/8 T2x16 DECK ECK m 1 1 N 1 v .. - I - o Q m 3 m m g I a 9 W LIGHT O 39 > a TV • !2� �m 2Ft .� L BUILT IN O 11 2$ #O ... v W (3) 7/ " LVL HDR 1 ... FIRE .N 2'I-8" CAB'S W/ _ r - RATED .. W.I.C. SHELVES ABOVE .. —————— —————— C® .. CARPET :- - Mr im DINING ��. VAULTED CEILING - —=-- ——0 ——————.—=————— OAK O I 10''-6° ® FLAT 12'-0" CATHEDRAL CEILING - o MASTER BEDROOM aD b GREAT ROOM GARAGE rw 24410 0 n :. _.. �.. CARPET 1n N,. ❑ G OAK... .. s - Y :„ .. PITGIa TOWARD D RS 30-I/8°x6O�7/8° h 0 rw z4410 MASTER s� - t 0 4'-10" 11--4" A 1I _ ob . i 1/8"x60 .TILE�L12'- .10'._4n: .. lr '. 8" BUILT IN - - ... .. ... ... .. - O H � W CAB'S-w/ . S SHELVES ABOVE= ------ ------ ----- - - O TV (2) 14" LVL .:. .' ... _ ...,.. _.�.. BEAM ABOVE .. .. ���11GG6 --- m O " ——FL 2jk SEE NARROW WALL: r DETAIL - -f W Im (v: RAISED CEILING 21k in m - FLAT CEILING - TRANSOM ABOVE - - TRANSOM ABOVE - C 12 S 10,_6„ .2� KI Cl-BEN LE 7'-0"x9'-OP.O.H...DOOR .7'-O"x9'-O" O.W. DOOR .. BATI-I 24 5/8"x24 5/8° - - - - TILE : 2� �"(� Q ALL O OAK CONCRETE APRON ... .. . _ �. OAK: .. OAK... - .. 48. 12"x41 3/8°. .. .. . N - _ 2Q 2g .. .. ;: 8'-10" 3'-1.1. I/2" 3' 8 .. III'''=4 l/2": 3Q .. ... R .. - .I - . t� .i i ii i i ...REF .. r J I J rlt 7P! 24410 14-3 3/4 z 30 1/8"x60 7/8° : 10'-6" CATHEDRAL CEILING - - - - - - BEDROOM #2 a �y BEPROOI Ii#1 c �. ..CARPET - cv ,'CARPET Q - cv p R. of O _I ... 1- I: cn rL I � 0 0 , 1 1 (V _ ... c4l] A o o x 7'-O" m F T-0" 6'-0.. u6i ~ 6'-O° 5'-O° 5'-10" 5'-2" 2'-3" 9'-0.. )'-6" 9'-O° 2'-3" SHEET 8'-0° 14'-0" 12--0'.' 16'-0° 24._0!' 74'-0° A3 FIRST FLOOR PLAN cos: 1504 SCALE: I/4" = I'-O" DRAWN BY: Kw DATE: 4/B/15 V m t0 O V W - _ _ O W 32'_0n Ibi_0n I6'_pn_ Z NT 2x12 RIDGE BOARD 0 . im OL• :. '?t/p,� ... ... ... .. SWINGLES 5/8"DX PLYWOOD .. ... O . .. .. ... .. ... .. .. .I RIGID WIND WASH BARRIER REQUIRED .. _ T EXTERIOR EDGE OF EXTERIOR.WALL _ .. . - 12 :TOP.PLATE 12:, B� Q6 In .. ... - - OWN F.G.-IN5UL. .:. ...G .- - SIMPSON H2:5 � �� -�e O'.•. .. �t/p� W O 0. FASTENERS AT ALL @.� : lx6 @ 16 O.C. s /6a . .. .. .. -. RAFTER / TOP PLATE :. 09 .. .-. " @�b W 12 JUNCTIONS TTP. ^' •'• .4 v 2) 1 3/4" x 14" LVL BEAM : - - -2x5 - - .. ... .. N H KITCE i i E ROOM M - ... A OO - � � Ix3 STRAPPING W � Ix6 . . .-TWEAD BD. - N -O OST IN WAL (3) 2x12 HDR. BETWEEN GARAGE LIVING 10° COLUMN BEYOND . . AREAcri - M a _ BLOCKING 4'_0"o.c. GARAGE - ii O IN FIRST TWO JOIST AND RAFTER 6 I T4G 3/4" PLYWOOD ! i BAYS FROM GABLE WALL 2x6's @ 16"O.C. .. i0 �� 50LI @ BLOCKING . W/ ap . R21 F.G. INSUL. .: SOLID:BLOCKING .. 1/2" CDX SHEATHING R30 P.G. INSUL. - - - - - TYVEK % W.C. SHINGLES DECK ��4' CONCRETE SLAB - . - i _ - -- PITCH TOWARD DOORS 8' - ... P.T. 2xs @ 16°O.C... .:: P.T. 2x10 @-16":O.C. :. . i;.. :.. :.. (5) 2xI0 GIRDER TYP. .:. :- .. x 4x4P.T GIRDER POST I.. .: .: :.. 3 1/2" STEEL COL: ... . • ... GALV. METAL POST ANCHOR 3o"x30"x12" FOOTING PIER W/- .. ) . •' _ - - _ 26P "BIG AFOOT" FOOTING TYP. LLI :. - : .. r —\ 24'-0" 10" 'SONG TUBE" PIER W/ .. IL 26" "BIG. FOOT" OOTING TYP .. 3 1/2" LA511 a I . ;. LLI 30.-0.. V f c I co J SECTION ."A" SECTION "B" SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" SHEET JGg: 1504 DRAWN BY: KW DATE: 4/8/15 t •• N V � 50i_On — N O ... I` Lo w h :. .. : MEMO loboWW p - _ �.1 F - i Z � W 14'-0" 14' 0" _ W 0 N _ I GARAGE Im IL a a .. rn 3 _ O w Q Z o � J - a OL _I. Lo SHEET 52 FIRST FLOOR FRAMING PLAN JOB: 1504 SCALE: 1/4" = V-0" IDRAWN BY: KW DATE: 4/S/15 . N 1 (3) It 7/B". LVL NDR ,^ O J 1� !" wI (3) II 7/ " LVL "DP - - - I I -Z x I I . VFT 9 IL x 5. O 2x12 RIDGE .. :: .:: -2 12 IDGH w W .. 2x12 RIDGE .�.. .�Im '.. M c. I , I BEARING.WALL... 3 W Ll Z Q W Z °BUILD OVER' VALLEY .. J N � 0 .. °BUILD OVER VALLEY" : 26'-0"' SWEET ROOF FRAM ING PLAN S3 JOB:. 1504 SCALE: 1/4" = B' O" DRAWN BY_ KW DATE , 4181.5 U M EXTEND HDR TO CORNS --�—2x6 DBL TOP PLATE RAFTER- : ® 16 O.C. RA O FULL HGT. STUDS JACK STUD .. .. .. .. :. :. .. LQ NAIL'TOP PLATE. %� APPLY.SIMPSON MSTAiB CONNECTOR 2.5 @ EA. RAFTER: - TO BTM OF HDR ... �:.. .. W R� W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER H �. ® 3" O.G. TO EACH JACK STUD - .. STRUCTURAL PANEL-1HEADER:—� .. : - i' TOP PLATE L..I - - NAILED 5d,COMMON ... - .. CONTINUOUS.HEADER:. .. - ;� 0 0 0 0 9 3"-O.C. EDGE AND FIELD -' - : CORNER TO,CORNER OVER MULTIPLE-OPENINGS - - - 0 33 Lf . W W DOOR TRIMMER STUDS. .. - Z \ SHEARWALL COMPLIANCE: O R/7 RAFTS TO FLATE CONNECTION ... .. ... �/ .SCALE; N.T:S. .. .. ANCHOR BOLTS_ .2: s/3' W= W% OF EAGN WALL RUN U LL \� � VERTICAL 51-IEATN N WITI-1 .3 x3' PLATE WASHERS - :.. - .. NAILS 3" 11 : _ .. :EACH NARROW WALL SECTION' FIELD - �, (4)I d NAILS PER FT BOTTOM PLATE I .. ._ .I .. L= i5% OF EACH WALL RUN a 20% 14DR > 6-8 ti r VERTICAL.SHEAT�IING WITW _ NAILS. B." EDG . ... . (4)6d NILS PER/FT BOT'T'O!"i PLATE th .. ... - .. ... .. ... .. - .. JOINT; DESCRIPTION NUMBER OF _ - NUMBER OF NAIL SPACING .. ... .. ... .: - :.. .. .. MMON NAILS X NAILS GO BO NARROW WALL BRACING AT.:GARAGE DOOR _ O SCALE: N:T :. ROOF FRAMINGIM : Q _. . - - �.BLOCKING TO RAFTER (TOE NAILED) 2 Bd � 2.10d- EACH END - - -- - RIM BOARD TO.RAFTER (END NAILED 2 Ibd :3 16d :EACH END: Im M a _ _. _ WALL' FRAMING . .: :.. :.. j .. .. STUD TO STUDTOP PLATES T(FACE NAILED)5_.(FACE NAILS .. .2 i d.. 2-16dd: ::- 24T O.C. JOINTS - . . HEADER TO HEADER.(FACE.NAILED) 16d. 16d... 24" O.C. ALONG EDGES. .. D):.. ... .:. DOUBLE ROW .. STAGGER NAILIN .. - .. NTo BOTH PLATES - FLOOR FRAMING 3W. 2x6 DBL TOP PLATE JOIST TO.SILL, PLATE ORGIRD - (TOE: AILED):� 4 Bd� � 4 IOd � PER JOIST - _ - - - - BLOCKING TO OIST (TOE NAILED) 2-0d 2-10d EACH END J .,, - BLOCKING TO SILL OE NAILED) - - - .. 4=16d: :.: EACH BLOCK .. ... ... .. .. ' ) - - LEDGER STRIPTO BEAM OORPGIRDER(FACE NAILED - 3 16d4 16d EACH JOIST : w " NAILED) 3 Od 3-IOd PER JOIST y TO AM TOE [ JOIST DON LEDGER BE ( - Q - - {- JOIST (END NAILED) 3-16d _ 4-16d PER JOIST Q ND JOIST TO OI .: ND.JOIST TO SILL OR TOP.PLATE '(TOE'NAILED) ... ... � .2 16D. .. 3.16d .. PER'FOOT LU LA ... VERTICAL.. -.. .m .. .. .. - ... - ... .. .Q _ t� ROOF SHEATHING. STRUCTURAL PANEL � - _. ..NAILED 6d COMMON .WOOD PANELS ... - .. .. .: .. ® 3' O.C. EDGE .AND 12" IN FIELD STRUCTURAL-P - - . .: .. RAFTERS ORTRUSSES SPACED UP to.:iv`O.C: Od � lOd 6"�EDGE/6'�FIELD F' RAFTERS OR TRUSSES.SPACED.OVER 16" O.C: .. -. .Od ... IOd. 4" EDGE/6' FIELD. o Q GABLE ENDWALL RAKE OR RAKE TRUSS} _ GABLE ENDWALL RAKE OR RAKE-TRUSS w/o STRUCTURAL � Od : lOd ��6" EDGE/6" FIELD GABLE OVERHANG ^, .. _ .. OUTLOOKERS .. .. .. .. 0. U K - 0d IOd 4" EDGE/4" FIELD Q.. _,.• :, r.. GABLE'ENDWALL RAKE O RAKE TRUSS w/ LOOKOUT BLOCKS DOUBLE ROW _'• :: ;: ... CEILING SHEATHING _. _ - STAGGER NAILIN " E - .I : _GYPSUM WALLBOARD .. Sd COOLERS - ... 7" EDGE/10" FIELD Q - INTO BOX.AND SILL y :. .. J. .. ... WALL-SHEATHING _ ,m WOOD STRUCTURAL PANELS .. .. : .. I . STUDS'SPACED UP TO 24" O.G. - Bd - - 10d 6"-EDGE/12" FIELD - - `�'L - Y2 AND �2' FIBERBOARD-PANELS Od : .. 3" EDGE/6" FIELD - Yz" GYPSUM WALLBOARD-. 5d COOLERS 7" EDGE/10" FIELD SHEET FLOOR SHEATHING _. _ 54 WOOD STRUCTURAL PANELS. - - - - ,:{ I" OR LESS -ed - iOd- 6" EDGE/I" FIELD O FULL HEIGHT SHEATHING —SINGLE FLOOR GREATER THAN V - 10d � .. ... 16d. � 6" EDGE/6" FIELD :. SCALE: N.T.S. JOB; 1504 - DRAWN BY: KW .. ... DATE: 74-0" V 14'-0 24 � „ o . - 15'_4n 20'-8° 12'_On" 12'_0" 20_Do _ _ lbr_On iA ... Y+ ------------------ I J 2-2z10 GIRDER I I I o ~ A I: bx6 P.T POST .. - ... .I. .. ..GALV. METAL POST ANC410R, I .. - MEMO - .. ... I - 10" "501,10 TUBE" PIER'W/ - ( ;'- .. - pi ... .. - - 26" "BIG FOOT" FOOTING TYP.. .u m I - 2x10's - 3' 8° - W .0 ... . DECK ..n ... ... BY OWNER H: I I L — — —— — — — ■� _ . _ i .. I. .u'.. I V W :: -.. .. ... I .N i ... .:: I l is r:i :1. i 1 io DROP WALL:UNDER:: .. .. ... � ;:. .. IuPI '! 1 i 'I✓I J rI �yI I ' M PKT ... ... ... M PKT % ,_ BEAM POC ° i .. . .. .. _ ... ... 8°x 7 9.GONG. WALL � � I r x 7-9" CONC. WALL " ( W 16"x10° CONTINUOUS FOOTING TYP. I 116"x10° CONTINUOUS FOOTING TYP. 8 I: T_8" 14r_On 14'-0" Al I " I I _ .. ... ... r - .-.. .. :..... ._..... u F 46" CONC. WALL N GARAGE 4" CONRETE SLAB ... I N, ... _1_ ... `,. I .. .. ... ... : .: .I .. ... _ .. PITCH"TOWARD.DOORS.. .. .. .. .:. .. IL.•� I �—.rL-�. . _- I .. m 2x1o's zxlo s 2_6 W � 16o.c. ® I6o c " A dHOR. BOLTS 5/8 N EMBEDDED 2x10's � M SPCED2" O.C.12" FROM CORNERS : WA5HER5 5"x3"x1/4" M :BIM PKT : .: - ..�-1- ... : : m T .. ... DROP WALL.UNDER .. ... .. L .. . LAB @ DOORS TYP . L: .. .. ... I 1 .. ... ... �: -_' SLAB NARROW WALL .. I L DETAIL — �. ... I ... .. J I , I _. ---- --- -- -- -- -- -- I Lt� I r � I Q. i I PULL BASEMENT RETARDER ... .I ` 3 1/2AONLABL JIVpp I T I h It I U BEAM PPCKET .. ... I I r _ �. . I _ �:3-2x10 GIRDER .:. -: I —— ———— 3.1/2" DIA. STEEL COLUMN m .. .. .. _ . 30"x30"x12" CONCRETE PAD TYP 8"x 7'-9" CONC. WALL .. .._.I. 16°xl0" CONTINUOUS FOOTING TYP. - 1 .. ... I .,.:t —.—_——__— �i—BEAM POCKET I L ------.___—' yf6 .. .. .. " I: P-TG V METAL P- POST L OST ANON———_ _ 10 ."50NOTUBE" PIER W/ "BIG FooTl FOOTING TYP. SHEET 8'+0° 14'-0" 12'-0" 16'_Ol. 24'-On. 74'-0° AA4 FOUNDATION PLAN ... .. � JOB:_ SCALE: I/4" = I'_p° 1504 DRAWN:BY: KW DATE:" 4/8/15. GENERAL NOTES. S ,� 1. LOCUS PROPERTY IS SHOWN AS. S - ---- s ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20 .120. ��� SIDE/REAR = 10' GETATED 12" _ - 84•fi7 ` 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. oO DEEP RAIN _ . \ ` 66.0 S 4. COMMUNITY PANEL NUMBER. 025MI 0021 D GARDEN (250 C .� �q+ `� �� r► STORAGE) 64.E �• s 6� THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, TOP-64.0 �+ x '0 ,�,; F AREA OF MINIMAL FLOODING. BOTTOM-63.0 �� �• ` _ � .T5 � S 5. ENVIRONMENTAL NOTES: ��J '20, SETBACK 20. SE AC �' 85 64 1` `J 6 J 0` O SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL LOTN102 x - f �'76 ' ,� SITE NOT CONCERN). AN AREA OF ESTIMATED HADITAT OF RARE 00 I i \. WILDLIFE PER NHESP MAP OCTOBER 1, 2006 '�'STIMATED PROVIDE jT) 8' olA. :I�- �, c>? * '�� `�� ,'� HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS z - x 6' DEEP LEACHING I ____ off`1'�' \ �� x ` r " PROTECTION ACT REGULATIONS (310 CMR 10). y� BASIN N 1 (OR �\ r, .709'`�, `, # SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP SURROUNDING (OR 16.2 : GARAGE �j ro+� ,' i " " ALTERNATE 'o +• + d , MAP OCTOBER 1, 2006 CERTIFIED VERNAI. POOLS. EQUIVALENT VOLUME 64.5 SLAB .o •' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER `�cF OF 289 ILL ROOF1O0 �•7 --'" ;+ i �' 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES DOWNSPOUTS TO i �\ ^� �f !,' !; 4� ^ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, LAtdi1NG BASIN , C , REGULATIONS (321 CMR10) 66.10 ,' ` SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER PROPOSED HOUSE IT / ! cN rr'���► RECHARGE PROTECTION AREA $- FF-68.5 0 4pW 66.5 r ! r ' CONSTRUCTION NOTES: DECK �R o. - Q• ___ :?s?'/ / ' LOT 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE �o ,• - , , �' SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED INV.- 21 �° 6/25/07, SHIN. HEREBY APPLY TO THIS SITE PLAN. \----------- cl `` ,, \ 66.5 //SMH , / �; Bc 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM �\\ - o#Mj / THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, OU 6 DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 6.55 Q 7.07 3. SEWER BUILDING CONNECTIONS: 66.25 / �, - MIN. COVER SHILL BE 3 FT. lop �``~ _ � l , � AS REQUIRED BY BARID MAINTAIN CLEARANCE FROM OTHER UTILITIES LO'T 103- _ G�STOP �, ` / S MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.3. S. f,G,-- / C) 0 30f A S �' �'• �' LOT 104 a.LEAN �10, our 66.5 x Cotuit Meadows Subdivision LOT Cotult■Barnstable, Massachusetts r O • �' �`� PREPARED MR o% {,`� IN.- COTUIT EQUITABLE HOUSING, LLC P. 0. Box 95 7 Lr Tru Site Plan Lot 103 ~ Spring Brook Lane 1 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors i 78 North Stet,3rd Floor,Hyannis,MA 02601 Phone-(508)771-7502 Fax-(508)771-7622 ! c 1/ - 20 0 20 40 SCALE IN FEET SCALE. 1" = 20' DATE: 05-01-15 �\SMH #31 M� / 1�A OF AMf4 REV. DATE: REMARKS c --58. MATTHEW yGa DE DW. DY LOT403 N CIVIL No.431830 D-R-4MG MAW GISTS � '0N 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 J N