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0056 SPRING BROOK LANE
,cam�9�- � � �a �'°�� ., i Foundation Certification in Barnstable, MA Prepared For : 56 Spring. Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-092 Baxter Nye Engineering & Surveying Zone X (unshaded) ®FIRM Community Panel Number 0250001 0539 J Y 9 . g Y 9 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' 09-17-2015 Job Number:. 2005-214 N/F COTUIT MEADOWS n HOMEOWNERS ASSOCIATION, INC. Co DEED BOOK 23161 PAGE 59 a o PARCEL ID: 002-002 a OPEN SPACE z N 82'58'01' E 98.55' N W c 16.0 a > y 0 N J � 28.5 N o 19.4 #56 m EXISTING FOUNDATION LOCATED 09/15/15. 10.3' N/F COTUIT EQUITABLE HOUSING, LLC 23.0' 10.3' DEED BK. 21804 PG. 41 o PARCEL ID: 002-002-091 N/F GERALD &.SUSAN TEWER � DEED BK. 21872 PG. 56 PARCEL ID: 002-002-093 w 14.0' N o� z 0 N N wl LOT 92 CA %. 10,620f S.F. w 0.24t-ACRES a a R=191 .59' SPRING BROOK LANE 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 OFtNOFMq BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO qOy 2 SHANEG PREIMETER MONUMENTS SHOWN PER EXHIBIT'A' (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A � M. SPECIAL FLOOD HAZARD AREA. g o MALLON o ' THIS PLAN }S'NOT TO BE RECORDED N IS IT TO BE USED T0.ESTABLISH PROPER No.48687 /TY LINES. L ?/17/� qND SU1N��OQ REGISTERED PROFESSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING&SURVEYING DATE TempParcelEdit Page 1 of 1 d�� r r x. �. Q 4. Logged in As: Wednesday,January 16 2008 Frank Schlegel I r e Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 0 ?. 002 092 Street Number. 156 Unit: Dev Lot: ]LOT 92 Road Name: SPRING BROOK LANE T R: Sec. Road: T/Ri Ell Villlage: 07 - Cotult Part of M/P: j.MA.P 002 PCL 002 . Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: 1� ............................................ .............. Updated: U tlate -AD-11 to d A othe I httn //iscn12/Tatra.net/Prondata/TemnParcelEdit.asnx?ID=Add 1/16/2008 i n Certificate ) Registry ID Home Energy Rating Rating Number, Certified Energy Rater Andrew Popielarski 56 Spring Brook Lane Rating Date 3/19/2015 Cotuit, MA 02365 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Percent 5 Stars Plus P Heating 42.3 11% Projected Rating HERS Index: 63 Cooling 0 0% Hot Water 12.6 1% Projected Rating: Based on Plans - Field Confirmation Required. Lights/appliances 20.5 85% [General Information, ;r Photovoltaics -0.0 -o% Conditioned Area 1736 sq. ft. House Type . . Single-family detached Service Charges 3% Conditioned Volume 17038 cubic ft. Foundation 'Unconditioned basement Total 78.0 100% Bedrooms 3 Criteria Mechanical Systems-Features This home meets or exceeds the minimum criteria for the following: 2009 International Energy Conservation Code Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Duct Leakage to Outside 70.00 CFM25. Ventilation System Exhaust Only: 85 cfm, 23.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features 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: 0.3.10 Above Grade Walls R-20.0 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 Lights and Appliance Features Sagamore Beach MA 02562 508 833-3100 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) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 230.00 Certified Energy Rater: 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. khvwkiTOWN OF BARNSTABLE BUILDING-PERMIT APPLICATIGN Map2 Parcel 09 Z r. "" Application # ._ eF y� nt Date Issued elf Health Division s F n: 16 Conservation Division Application Fee Planning Dept. Permit Fee I o ZO• d Date Definitive Plan Approved by Planning Board DI VT 11"10 10 q5• O6 Historic - OKH _ Preservation/ Hyannis Project Street Address ri e�� &Ok_ Village 1 Owner 74v 40ALL QUgIY? Address Telephone U Permit Request it) Xd litzlrywy\ 44A my-ZA 1AJ/ an O 2 t nr Square feet: 1 st floor: existing proposed _11�'2nd floor: existing proposed Total new Zoning District Flood Plain C_ Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family VIL Two Family ❑ Multi-Family (# units) Age of Existing Structure 0Historic House: ❑Yes i4No On Old King's Highway: ❑Yes 1-1 No Basement Type: aFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing__ new _")�_ Half: existing new _ Number of Bedrooms: 9- _ existing anew 2 Total Room Count (not including baths): existing new "l First Floor Room Count Heat Type and Fuel: Mi Gas ❑ 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: Z3xZY Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XLNo If yes, site plan review# Current Use ��-� t Proposed Use %r,4k � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Sr-�arC Telephone Number (__V 1,6qy Address P D. Oy 1 License # Home Improvement Contractor# Email kd Worker's Compensation # ALL CONSTRUCTION D BR RESULTING OM THIS PROJECT WILL BETAKEN TO v SIGNATURESIGNATURE DATEO��S�( FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. t I=RESS VILLAGE OWNER t DATE OF INSPECTION: :f .� FOUNDATION FRAME Q'�lo cS INSULATION PA*=0iu 09 /2-IM1I,S E FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL v FINAL BUILDING �l rk r 'V DATECLOSED OUT ASSOCIATION PLAN NO. t. lx•r t �e. Home Energy Rating Certificate Rating Number 4508 Registry ID 14508 609 Certified Energy Rater Andrew Popielarski 56 Spring Brook Lane Rating Date 03/01/2016 Cotuit, MA 02365 Rating Ordered For Bayside Builders Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 43.8 $657 34% Confirmed HERS Index' 62 Cooling 3.0 $173 9% Efficient Home Comparison: 38% Better Hot Water 10.8 $131 7% Lights/Appliances 19.1 $975 50% Generallnformation, Photovoltaics -0.0 $-0 -0% Conditioned Area 1736 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 16897 cubic ft. Foundation Unconditioned basement Total 76.6 $1935 100% Bedrooms 3 Criteria - Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 14.0 SEER. Duct Leakage to Outside 44.00 CFM25. Ventilation System Exhaust Only: 73 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes ,Building Shell Features Ceiling Flat R-35.0 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: 825 Clg: 825 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Lights and,Appliance.Features 888- re Beach, Ma.50 " 88-503-223 3 Ticino ene,gy Rate,c uc, 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) 691.00 Clothes Dryer EF 3.01 r Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 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 56 Spring Brook Lane 888-503-2233 03/01/2016 Cotuit,MA 02365 Andrew Popielarski Rating No:14508 Rater ID:5363711 Weather:Barnstable, MA Builder Spring Brook 56 Bayside Builders Spring Brook 56 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.13 0.10 ACH @ 50 Pascals 2.93 2.93 CFM @ 25 Pascals 526 526' CFM @ 50 Pascals 825 825 Eff. Leakage Area (sq.in) 45.3 45.3' Specific Leakage Area 0.00018 0.00018 ELA/100 sf shell (sq.in) 0.83 0.83 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 44 CFM25 / CFMfan 0.0278 CFM25 / CFA 0.0253 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 69 Eff. Leakage Area (sq.in) 3.79 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage 0.0253 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 73 Hours/Day 16.0 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 04.5.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2014 Architectural Energy Corporation, Boulder, Colorado. Z , AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ..................................................8<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W...............................................................(Fig 3).................................................. 52 ft <_80' Q Building Length, L .............................. ...............................(Fig 3).. ................................................74 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"<_618" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry...............................:...: :. 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 ............................. . ( ) i. ........... 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. >_T Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A 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 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 <_d N/A FloorBracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..... .............................. Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft s 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 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)..................... Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) .............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_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. :5.12' Q Sill Plate Spans............:::............................................(Table 9).................................. ft in.<_12" N/A Full Height Studs(no. of studs)....................................(Table 9).................................... ...... ............3 Q Exterior Wall Sheathing to Resist Uplift and Shear SimultaneouSly4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q 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 Opening2.:.. ............................................................. 6'8" Q SheathingType..............................................(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 Rated for 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 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'orL/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14)......... ............................L=_lb. N/A Roof Sheathing Type.................... ..............................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness..........................:................ ................................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q 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 (780 CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON FRAMING USE 8d MAIS AT6'a.c 11 Ir 11 1 11 11 11 1 1.1 11 11 11 1 II 11 11 11 11 11 fV 1,1 r 11 11 1 ; 1 11 II 11 I I 1 u 11 N 1 II � n Ir Q 1 11 Q 11 11 rp 11 u 1 a Ir 4l II - u 11 11 Ir � u Ir 1 11 µiµff ii ii � 1 re .Z it 11 O r le IL I� rr UWJ 1 I J t l it 1 t d 11 71 W 1 - iiik i t ] IJ 11 /1 11 11 �l I 11 tl t — vJ.l.7 — U L.v 4. MAIL lPACWa ,mot HAItSPACING � t PANEL_ S V1 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 Uj si a O a it li rZ!INGMEMBERS EDGE RitTFJiMEO4lT£ i r ^� -- - < STAGGERED AL 3'MNJ PA UL PATTFAN PANEL PANEL EDGE DOUBLE NAIL EDGE SPAMG wrAIL Detail Vertical and Horizontal Nailing for Panel Attachment E Town of Barnstable. °^ Regulatory Servtees eaxxsrtis Thomas F.Geller,Director Building DIVISion _ . Tort Perry, Building Commissioner 200 Main 3t Det, Hyannis,TvI 02601 w5v.town;barnstable.ma.us Office: 508-862-4038 Fax: 508.790-6230 Prop et y Ovvne' r Mush Complete and Siorn This Section If Using ABuilder. I, CDC 6t1 ; ds Owner of the subject property hereby authorize _ to act on my behalf, in all matters relative to WOr vthorized bytU building permit application for:Ln' , C (AF s of Job) Signa e of er ate • Print Name QYOPRS:OvNF.I P-M%4ISSION Departrnerrl ofIndustrial Accidents az m Q.Tree of Irsvesdgatlons .: 600 Mashing-fors Street t` B�tst�rz,14 02I1I Fm mass b O-PIdia Workers' Compensation Insurance A daidt: B idirs/Contracte.rs/Eleetrieians/P-lumbers Ap13ealtforn�ation Please Fist Lehi Name (Busiaess/organization/Individual): _ f Address: R, J. ' City/State/Zip:Q WF��VILLF AA- 02S3. ; Phone-; Are you an employer'?Check the•apprapriate b€-v Type of project(required): 1.❑ I arn a eniployer�with 4. I am a general contractor and I 6. Nev,,construction employees(full and/or p art time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the atia.ched sheet.t Remodeling ship and have.to employees These sub-contractors have 8. [] Demolition J�Torjdng for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. El We are a corporation and its ld M Electrical repairs or additions required,] officers have exercised their 3.❑ I ain a homeowner doing all urork' right of exemption per MGL 11.❑ Plumbing repairs or additions myself NO vtorl�ers' comp. a 152, §1(4);and we have no 12:❑Roof repairs insurance required-]i employees.-No workers' 13.[1 Other comp.msurance required.] *Any applicant that check boi#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who.submit fliis affidavit indicating they are doing all work and then hire outside routract6rs must submit a new affidavit indicating such. *Contractors that check this box must attached an additional'sheet showing the name of the sub-conttahtors and their workers'comp.policy infomattion. I aria an ensplayer that is providing war'kers'compensation insu arzee for my erployees. Below is thegolicy¢rsd jab sr.`e rvfar�aGfor�. • Insurance CompanyName: �.� -� ` �, CO Policy#or Self-ins.Lie.#:_ 0U7%36D CQ7,_J _ _ Expiration Date: 1 Job Site Address: City/State/Zip: Attach.a copy of the workers' ompe tfon policy declaration page(showlmgthepolicy number Qud�xpiratiau date). Failure to secure coverage as requ;red under Section 25A of MGL e. 152 can lead to the imposition-of.crnninal penalties of a fine up to$1,500.00 and/or one-year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against!ht vialrtor. 4�;advised that copy of this statemv t ma)r be foruTarded to the Office of Investigations•of the DIA for insurance coyerage wrification. I do hereby cer thepairn andp'eFnalt es ofpejYwy that fife hifor°rrzadonpr`o�rided¢bare is true did corr•ee ,�i•�.ature: Date: Phoue,T: (� Official use anly. D©not wr ke in th s area,to be cautple•ted by cMy or•fu vii of t-da.l.. City or To%m: Permi'Mcense Y Issuing Authority (circle one): I.Board of Health Z.Building Department 3. Cit-y/ToNva Clerk 4.Electrical Inspector S.I''luznbing IwpectoL 6. Other contact person: Phone : Subs ntracto 's Insurance 20111 :, = N jP�6a�y G� &any FF►ttC �f� y : a@ion Date a bon �aEf a Eye Dale ` �ExpeG t�onE_" Ali 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 1 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 Matt 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 06/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 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 1 9,Jq Massachusetts -Department of Public Safety Board of Building Regulations and Standards Z. Construction Supers isor License: CS-005645 fr� y BRIAN T DACEY= PO BOX95 CENTERVILLE RA 62632 a , Expiration Commissioner 04/19/2016 Commonwealth Y Massachusetts eet Metal Permit Date: da) 15 "PRESS ermit# 201,5o1551 Estimated Job Cost: $ NOV 0 5 Z015 Pen-nit Fee: $ ?5. Dc Plans Submitted: YES NO " � ��� OF BARNS s Reviewed: YES NO rr__ LE Business License# w Applicant License# a M Business Information: I Property Owner/.Job Location Information: Name: Q. Vern n cm Off 1� (� , Name: Street: C�� V 1 1 kA ld) Street: 510 ar) , City/Town: (�1. C�a �� - City/Town: Telephone: 509— q 5 - I )00 Telephone: We Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family � V Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. / over 10,000 sq. ft. Number of Stores: 1 Sheet metal work to be completed: New Work: Renovation: e*-tea .e4 HVAC V Metal Watershed Roofing Kitchen Exhaust System -k M Metal Chimney/Vents Air Balancing , Provide detailed description of work to be done: ' f T INSURANCE COVERAGE: I have a current liabili insurance policy or its equivalentwhich meets the requirements of M.G.L.Ch.112 Yes No❑ .If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑, Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ V Signature of Owner or Owners Agent By checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro6ress Inspections Date Comments Final Inspection - Date - = - - - - - - - - -Comments - Type of License: By ❑ Master . Title ❑ Master-Restricted, City/Town ❑Journeyperson - Signature of Licensee Permit# �! / ?� ❑ m `7 Jou eyperson-Restricted License Number: 1C� Fee$ ❑ Check atww .mass,gov/dpl Inspector Signature of Permit Approval Fold Then Detach Along All Perforations .. OMIVI'ONWEALTH„OF,MASSACHUSETTS SHEERh1ETAL'ORKERS SSUES THEE E3OLLWX OW E NG L:I CENSER; L NO W UERNON tWH IrT-,E:: h284 UfLLAGEu FT PO''�BOX�l,k266j}, SSA' '_C.OMiON1NEALTH OF.MASSACHUSETTS • 80ARD OF SHEET �1f IAL WORkE'RS ;= _ '� ISSUES. THE .FOLLOWIN 'LKCENSE AS hIA,ST`EP UN2ESTRjI CTEO'` E ;` '43 PO BOX 248 Z ?.967 o2/z8/16 i'8o5 z SSACHT3SETTS DRIUEM LhENSE a last MAIti s1 - f 4!C1aTH�M hiA 02005 r • _�—W_j �'GG C1 03e31 v7. Ir.CC I Town of Barn-stable ± Regulatory Services n,Ur_riZ�. r u��E mn Z1iam�s.l+. Geilcr,Uiz-ector 7 E�1 Banding Division Tom Pvrry,33laiIdiLi C:ommissiocer' 200?rain Sb-cct;I-pami-s,!%,A 02601 li'S'F'Q7.Cn}�n.hzr cstaT�ie.r�:a.tt> Office: 5GS-862-4039a.x: S(18-790 b2:30 P--op eI"ty 07,i .P r Mu. t Complete an(l Sign Fr'LLS ScCtioa T a ARurlder IP Y�Ytc v\ -ram c�'l ��a ry ` C f(t / y GW7�.Of 0'L ii7P_. 571�.bjoc L.er 6y atdk-o rz Vlin ire n `1 t %0 2.CC 0I7 D17 u' ^Hr .r rT_ o__ bul y�e�^n applic:tics iof: � rY�-Ss ,_.iJo,) 1 - An • Pril-i-t ICI-arzu: � _.----- If PJ.-o-aer-CY CCwx��lA rs �ppl'4'�g for;�e-�_itPI.Cas c compicte �(h-E Z- 0EaC0 maeis License E -:cmp.6on Fo:ucr� 01.i 'the ievct e side, Q:Fr Th4!;:O Vr'}v EF.P T::ri1,!4„1JT! • WVERNON-01 THORNE ACORO" CERTIFICATE OF LIABILITY INSURANCE DAT/25/2 DIYYYY) `---� 9125/2015 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 FAX 434 Rte 134 A/c No Ext: A/c No):(877)816-2156 South Dennis,MA 02660 E'MADDRESS:mail@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection INSURED INSURER B:National Liability&Fire Insurance Company 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: - 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. INSR TYPE OF INSURANCE DD BR .. -POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE a OCCUR 8500052832 10/01/2015 10/01/2016 PREMISES Ea occurrence) Is 100,000 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE S 2,000,000 POLICY a PRO- JECT N LOC PRODUCTS-COMP/OP AGG S 2;000,000 OTHER: S AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT S 1,000,000 Ea accident A ANY AUTO 1020006346 10/01/2015 10/01/2016 BODILY INJURY(Per person) S ALL OWNED X SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE S AUTOS Per accident _ S X UMBRELLA LIAR OCCUR EACH OCCURRENCE ' S 4,000,000 A EXCESS LIAB CLAIMS-MADE 4600052833 10/01/2015 10/01/2016 AGGREGATE S 4,000,000 DED I X I RETENTIONS 10,000 S WORKERS COMPENSATION - PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N V9WC665702 - 10/01/2015 10/01/2016 E.L.EACH ACCIDENT S 500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE S 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 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 Includes Blanket Waiver of Subrogation as Required by Contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. 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 the Counnomwealth o;f'Massachusetts D?part7ment of Lndustxial Acciderris Offire ofIm estigaiions 600 Washington Street _=y Boston,41A 02111 wyviv.mas&gov1dia Ifforkers' Compensation Insurance Affidavit:B:mldei-s/Cuntractnrs/EIectrici ns/Plumbers Applicant Information , , ` Please Print Legibly Name(Susmess,'Organiza on/fndividml) � V,�,` �iry W��C�fc� �\ � 1 � �QS ,�- Address: �� \�oc.Q��• i.r O �j01� �.�� City/State Zip:.W,� c�c. �\ Oal�l,�l Phone. Are you an employer?Check the appropriate bax: Type of project(required): L'K I am a employer with nO .4. ❑ I am a general contractor and I 6_ New cgiistructon. employees(full audlorpoit-time).* have]iireA.tfze sub•-contractors ❑ 2.❑ I am a sole proprietor orpartner- listed on.the attached sheet. 7- ❑Remodeling s and have no employees. These sub-contractors have �Ptt 8. ❑.Demolition worl<ina for me-in any capacity- employees and have workers' jNo❑arimrs' comp-insurance comp-insurance.$ �- ❑Building addition required-] 5. ❑ We are a corporation and its ld'-❑Electrical repairs or additions 3.❑ I.am a homeowner doing all work officers have exercised their 11-❑P.lumbingrepairs or additions myself [No workers'comp- right of exemption per MGL 2 in ctiranCe required.]i c.152, §1(4),and we have no 1 ❑Roof repairs employees.[No workers' 13.0 Other comp_insurance required.l 'Any applicsnt:fha t cheeks box rl nm d also fill out the section below showing their vmikers'compensation policy informadan- i Homeowners who submit this affidaeii inrE rzt n-_q they awe doing all wary and then hire outside contractors mnst submit anew affidavit indicating such tCont mctors that check This box mast attached au additiomnl sheet shoes the name of the sub-contractors and We whether or not those mfities have employees. Ifthesubtontn=rshave employees,theymustpmtm--ide their workers'comp.policy ntmber- I a►n an employer thatis pro>zding tuorkers'coniperesah'vrt hrsurance for. erry entplajmes. Below is ihR policy and job site information Insurance:Company Name: `w�5 ,1\13 N( A VA 01�1 Policy�or self--ins.Lic-4 �J �� �D Co 5 a RTiration Date: JO l 1 (a Job Site Address:-_- �OC�C OC\ S `� (� City/StatelZip- Attach a copy of the workers'compensationpolicy declaration page(showing the policy member 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$1,50a 00 andfor one-year imprisDumenta as wall as ciml penalties.in the form of a STOP WORK ORDER and.a fine of up to$250-00 a day against the violator- Be advised that a copy of this statement maybe forwarded to.the Office of Invest gati,ons of the DIA for insurance coverage verification. Ida hereby certi• t rlttde.r tlLepairts aitd psttaTties ofpeguty-thatthe informationprotided above is truz died correct simature. hate: Phone OBIciaZ use only. Da not write in this area,to be compFetesd by city or town offidaL City or Town: PermitUcense# Issuing Authority(cir Cie'one): 1.Board-of Health 3.Building Department 3. {Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone-#: `"E'er Town of Barnstable Building Department-200 Main Street r l t639;s�0� pEOMP+ Hyannis, MA 02601 Tel. (508) 8624038 Certificate Of Occupancy Permit Number: B-2015-05465-1 CO Issue Date: 3/4/2016 Parcel ID: 002002092 Zoning Classification RIF Location: 56 SPRING BROOK LANE, Proposed Use: 1310 COTU IT Gen Contractor: BAYSIDE BUILDING Permit Type: New Construction - 1 or 2 family Residential Comments: 3/4/2016 4:01:16 PM Building Official Date: f TOWN OF BARNSTABLE i �tHE Tp� Bu 2010`05465 g BARNSTABLE, * Issue Date: 09/14/15 Permit y MASS. �p i639• A,� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20152512 rFD MA'1 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 03/13/16 Location 56 SPRING BROOK LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002092 Permit Fee$ 1,020.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 200,000 Remdrks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A THREE BEDROOM TWO BATH RANCH STYLE H MErms CARD MUST BE KEPT POSTED UNTIL FINAL WITH 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 PER Mrf CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARII.Y R Y. pr4CROACHhbiNTiONPuBLicpRoPERTY,NbI SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR EY GRADES A LL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE 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. 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). elm Rio 3x �`e�w sts Pl l w BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1../�//0 � /� �I` C) z-e/< A A6-16 gal/o lt jr- o ! l 2 2 ��P �^ dS_* <t 2 3 � 3C3 �G 1 Heating Inspection Approvals Engineering Dept Fire ept 2 Board of Health �--�d I �'2 t - � S��✓G BR,oek L� JOB SITE/4 NIA MAP IN TALLER BUILDING PRODUCTS r PO.Box 13 3a SACAIviOR BEA` N3A.02562 IItSiJLAT;ON CERTIFICATION-PER IECC 303.1.1. t BAD INSULATION Exterior tvaiis: t Type: Fib 'pis -._._ h _ _fL.n. . ufacturer V `. IU,rIJS _ \j R VaiLte; 7r� Exterior walls (ot:he�). G`- --- Type: --=_.._._.Mztnttfac�urer Interior Walls/Stairwell; _ Type` , _ __;__ManUta-tL.�r- Cer. 8asem ent Cer,mg: ti'ta'nUiaciUrer` f3N�,;C�gN Flat Ceilirgs:. Type: __Ma'f�:LhCturer: �R-Vals! fI Sloped.Ceilings l Type: ,bCLAS 5 - y I - ManufactGrer_. &Lv,-m �rXLAir ( R-Value: _q ' BLOWN iNSUiATION IPIK� 9 ' Cc r_f2�L�_Sc OR .;_LL ULrJ5E1 IExterior walls r yPe: Settled T!-tck6255; installed thlickness; Serried h b ;ue: Installed densr j_ . COYerage Area: Ivurnl✓er of Bags�`_ Flat C Rings Ty0t - .— M 3 IltF3GtUrer;. l3 LlJc�y��ChY,v,e ,� installed thick less 1S_ Settled'I-hickness.__ Sc it -- — _ led R 8. lUe. 'Y•9 _. install-addensitY: Cgyerage Area: �f� d� Nl.riber of 5ags; S110 ed eilin . l _'---3ZSS_ Paid 1UritiUre?' C�'W��u$ �i��c1�( i Settled T,hidkr ess —- ^—Ins'aiied thickness: 10.N —_• S�ttiec!R �•alue.1rza: 3Ir,stalfed tensity: . l CQye r a- . a e _. ' _ 6o Number of Bags 'IZ _ Date- Budding �I fig For MAP;I rlsta��e'U Prgducts .,. - . _ ' Home EnergyRatingCertificate Registry r 14508 6U9 Rating Number 14508 Certified Energy Rater Andrew Popielarski 56 Spring Brook Lane Rating Date 03/01/2016 Cotuit, MA 02365 Rating Ordered For Bayside Builders .-A—_w ww Estimated'Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Heating 43.8 $657 34% Confirmed HERS Index• 62 Cooling 3.0 $173 9% Efficient Home Comparison: 38% Better Hot Water 10.8 $131 7% Lights/Appliances 19.1 $975 50% General Information. Photovoltaics 0.0 $ 0 _ 0% Conditioned Area 1736 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 16897 cubic ft. Foundation Unconditioned basement Total 76.6 $1935 100% Bedrooms 3 Criteria MechanlCal Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 14.0 SEER. Duct Leakage to Outside 44.00 CFM25. Ventilation System Exhaust Only: 73 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes ,Building°Shell Features Ceiling Flat . R-35.0 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: 825 Clg: 825 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper Sagamtights and Appliance Features 888-50 re Beach, Ma. s 88-503-2233 ebmeEpe.gy aa�ers.w 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) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 70.40 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. SMOKE DETECTORS REVIEWED N T LE BUILDING DEPT. DATE O� � FIRE DEPARTMENT DATE SOM SIGNATURES ARE REQUIRED FOR PERMITTING J IEEEEH J ]� z it W r0� 12 12 Lo z 9 Z •• w U -ruff FEB]FIT al ® ® w o �i ® Alm TffMM TMTrn ❑ w El E 1: on IVI ff ----- ---- -------R O � .. W Z FRONT ELEVATION IQ m O SCALE: 1/4" = I'—O" — _ M m ^ 1,735 50 FT TOTAL w Y�. w 3 uQ 12 rL Z a w O aD = o j � u w � W FE-1 - -lw I-[-]= °mo ® ® HIH9 ® ® ® ® ®R�T r a. ao SHEET REAR ELEV+ M �ry / L_ L_ SCALE: 1/4" = 1 — 'VGVd J() JOB: , 513 DRAWN BY: KW DATE: 8/15/15 t to Uo ISM W V J I` 12 Lo ep W UILL IW ® ® O --- LLI Q 1,LU (n n R�T 0 Z RIGHT ELEVATION �Q M� _SCALE: 1/4" I'-0" M A N 12 12 W X Q8 8 Z Q Q W () Z W O � W In kT— Q SHEET LEFT ELEVATION SCALE: 1/4" = I'-0" A 2 JOB: 1515 DRAWN BY: KN DATE: B/IS/15 79'-O" TRANSOM ABOVE TWT2617 32 1/8 x 21 7/8' M 19'-5" 9'-0" �1 • M y1OTTA STYLE 16'- " 0 2 8 652 -I6' p o i 1/8" 64 7i8 ''LaOMNI COTTAGE STYLE p 32 I/8" X 64 7/8" SUN ROO 32 I/8' X 64 7/ " DECK i OAK; m 16' x 14' a m r I r Cb r 6 W b A5 MGM O N I x E 37'. X 83cr 1 L -1p OP ING F- W -fi-- LITE L6 BUILT IN \\ `-�-- / 2-6" o DN. 3Q 2� W W.I.G. ri 2-4 _ 2�1411 SHELVES ABOVE / CARPET r - \\ // O v \ / DINING - ., •i i OAK — — —— _--- O VAULTED CEILING ——————- —— ——— _10'-6" 0 FLAT 12'-0" CATHEDRAL CEILING VI MASTER BEDROOM aD GREAT - —— TV CARPET N #TBOV OAK 3 - MCI a! W � ��yyII _ P NE ------:� ------ ------ Y.I O T 24410 - 6/1 MASTER o 21k r• TW24410 - 6/1 p W •• r 30 1/8 X 60 7/8 BAT 60 7/8" � ' W - N r.� BUILT IN - i�� 0 DB I 9NE SHELVES ABOVE v (BEAM ABOVE ' - -—-— E GARAGE m (�I^1d) C H TOW SLAB M L PITCH TOWARD DOORS `•J W. D. —= 2k ® o FLAT CEILING ' r w RAISED GEILIN Cl2 FIXED KITGNEN r- 10'-6" rn REF. 3 - - 24 5/8"x 24 5/8' BATH 2� OAK m TILE 1� 1& 5'-1 3/4" �p NAEE RROW WIALL� FOYER ' N � 'HALL ® O _ O BRACING I AKr`+ OAK �t 7'-O'x9'-0" O.H.iDOOR 71-O"x9'-0" O.H. DOOR '77 �9 Q TW24410 - b/I C11 CONCRETE APRON O W 3 O 30 1/8' X 60 7/8' - Q 3�QL' (V Z 0 W 49 °./ Ill W 1 N � PH 8'-10" '-10" 4'_ " 7'-10!' 4-10" ® Ib'-4" ® I �. 10'-6" CA-tHEDRAL OEILIN5 PORGI-I s71 Q o BEDROOM #2 a TV BEDROOM I#1= I _ _ O Z CARPET CV +CPH AT 5 ICARPET ❑O �i V Q TV L W N (� I \ Q l m 'T CD 0 w it I I I 0 0 � N N - n Q WINDOW TO BE 18 N o FLROF FINISHED 4A5 o *q x Nx F � j z -a\D N 0 RQ in SHEET 7'-0" m E 7'_0" 6'�n 6.-0" 2'-O" 9'-0" 2'-0" 9'-O° 1'-0' q'-O" 2i_0" 8'-O" 14'-0" 12'-0" 16'-0" 23'-0" 73'-0" FIRST FLOOR PLAN 5I3 NOTE: ALL WINDOWS ARE TO BE "ANDERSEN' 400 SERIES WITH GRILLS AS PER PLAN DRAWN BY: KW SCALE: 1/4" = 1'-0" DATE: 8/18/15 73-O 27'-5" �l 7--W 7'-q" u 0 — -- I-----�y ,------- w 8'x 46" CONC. WALL L2-2xb GIRDER 16'x10 CONTINUOUS FOOTING TYP. .. 4x4 P.T. POST I GALV. METAL POST ANCHOR I 'f 10" ".MONO TUBE' PIER W/ 28' 'BIG FOOT' FOOTING TYP. C BASEMENT I I T 3 1/2' CONCRETE SLAB a'_a" � W :? I DROP FOR DOOR � — — L — W : r ---- -- -------------- ---- — -- I - BEAM POCK BEAM POCKET BEAM POCKET / BEAM POCKET i i i i —,1 O e'x T-9' CONC. WALL i i i i i i i i i i i I -- 16'xIO" CONTINUOUS FOOTING TYP I 7-8" 14--0" 14'-0" 13'-8° UP • I w �• `° o I I I s r - } ——— v NOTE: � I 5/8" ANCHOR BOLTS EMBEDDED 7" i I SPACED 32 O.C. W 12" FROM CORNERS WASHERS 3"x3"xt/4" I ® I 16'xlo,CONTINUOUS FOOTING TYP. I W ; I I - 2xI0's� I 2x10'9 ` ' 1 2x10's ` � 2x10'9 016°0.� I ® 16'o.c. r I ® 16"o.c. ® 16'o.c. GARAGE N a I ~ .. I 4" CONRETE SLAB L BEAM POCKET ALIGN POINTW/AABOVE PITCH TOWARD DOORS — — 36'x36'xl2" FOOTING , FULL BASEMENT 2'6/ in I < `9 3 1/2' CONCRETE 51 AB DROP WALL UNDER I I 4o = I SLAB 0 DOORS TYP. I N L � U Q BEAM KET I —J _.:k=��.,r =t- —— ;��——u————�' �J W w _ J �— - Q r I — — _ — o � N o I N W H I � oc " U z cli i _ � I 3-2x10 GIRDER �p 3 1/2' DIA. STEEL COLUMN i I 30"x30N12' CONCRETE PAD TYP -_------ -- J --- 4x4 P.T. P05T8"x T-9' CONC. WALL I 16NIO' CONTINUOUS FOOTING TYP. 96— „ — „ GALo. METAL POST ANCHOR L BEAM POCKET 6 3 10' SONO TUBE' PIER W/ — — 28' 'BIG FOOT' FOOTING TYP I : I — ——I N N li_gn gi_6n 9'_6" 1i_gn SHEET 14'-0" 12'-0" 16'-0" 23'-0" 73'-0" AA4 FOUNDATION PLAN 1513 SCALE: 1/4" = I'-0" DRAWN BY: KW DATE: 8/IS/15 N (D O L l�•• w C� Z } JQ j 1. rO^ 32'-0" RIGID WIND WASH BARRIER REQUI zRED III��µ///, AT EXTERIOR EDGE OF EXTERIOR WAL TOP PLATE w '* RIDGE VENT U 1L 2x12 RIDGE BOARD 5'MPSON I-12.5 W Q 11 7/8' LVL RIDGE FASTENERS AT ALL O RAFTER / TOP PLATE JUNCTIONS TYP. ASPHALT SHINGLES 0. �r • �'/o. 5/8' CDX PLYWOOD Q\b a@/, W V//�'� _ A� C BLOCKING 4'-O"O.C. A (3) 13/4' x 9 I/2' LVL BEAM II 7/8' LVL RIDGE IN FIRST TWO JOIST < RAFTER 8 BAYS FROM GABLE WALL 128 R30 F.G. INSUL. 0.' /aa ~ OW 0.�+' II I� II II II II II II II II II a \b IX6 @ I6" O.G. /60 c • II � II II II II II II II II II II W \b II � II II II II II II II II II II ° onor �° II II II II II II II II II II ry+ (2) 1 3/4' x 14' LVL BEAM Z � I II II II II II II II it II II � � O x a 2x8'a @ 16'O.C. (3) 2x10'a KITCHEN GREAT ROOM u Ix3 STRAPPING m Ix6 TtG BEAD BD. POST IN WALL 3 2x12 MDR. 5x8 F.C. GYP. HD. M BEYOND ( ) BETWEEN GARAGE t LIVING ,•J 8' COLUMN �y O N AREA " GARAGE o i i o a SUNROOM v I TtG 3/4' OSH ' 1 2x6'a @ 16'O.G. c0 ZxlO'a @ 16'O.G. W/ N iA Rlq F.G. INSUL. i SOLID BLOCKING 1/2" GDX SHEATHING i i R Iq F.G. INSUL. TYVEK / R.C. CLAP B . i 4' CONCRETE SLAB FRONT / W.C. SWINGE I i SIDES t REAR PITCH TOWARD DOORS .T. 2x8 a @ 16 O. 2x10'e 16' O.G. III I ,`.. (3) 2x10 GIRDER TYP. 10' GONC. SON O PIER -- W 3 3 1/2" STEEL COL. BASEMENT 30"x30"x12" FOOTING ------- --- Q LJ ---- p w r ----------- 3 I/2" CONC. SLAB ---- v 26'-0" 24'-0" p IT NOTE: 5/5" ANCHOR BOLTS EMBEDDED 7" m OJ SPACED 32" O.C. 12" FROM CORNERS WASHERS 3"x3"xl/4" SECTION "A" NOTE: SECT 1 ON II 8" CONTRACTOR TO REFER SCALE: 1/4" = I'-0" TO WFCM 110 X 8 AND SCALE: 1/4" = I'-O" CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES RELATED TO THIS PLAN SHEET A E5_ 1513 DRAWN BY: KW DATE: 8/18/15 N z iLo n W L J z � � MEMO W p x z jq"14'_0" 13i B' U g V im O I I I I I I I I I I I I I I I I I I I I I I p n � W � z m = GARAGE off! a I V V cV ® I N L I N UJ O Q W Q W J = O � :a (Y A � U O H � F-- I � 5h4EET FIRST FLOOR FRAMING PLAN 1513 SCALE: 1/4" = V-0" DRAWN BY: KW DATE: 8/IS/I5 M z 0 J r (1) q I/2 LVL O TRUE VALLEY' iFiAI G EXPOSED BELOW 9 1�% O O t 0 2x12 RIDGE /31 (3) g12L L 2x12 RIDGE o � W •• W (1) II 7/8' VL RIDGE m M a Ar\\ BEARING WALL w 3 O —— — 231-0" Q W Q - - wE CL -- 12J q w Q O Q 'BUILD OVER' VALLEY :E V t� 'BUILD OVER VALLEY" O � � ID O 12'-0" ROOF FRAMING PLAN S+IEET SCALE: 1/4" = I'-0" A 7 1513 DRAWN BY: KW DATE: 8/IS/IS N ' to O �..� in r�^ J Ih V J Is Z > a� A wf. Lo O W JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING U B 'I COMMON NAILS BOX NAILS nil ROOF FRAMING W O EXEND HDR TO CORNER -_ BLOCKING TO RAFTER(TOE NAILED) 2-16 2-I0d EACH END G 2x6 DEL TOP PLATE RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END `I WALL FRAMING w � I (3) FULL HGT. STUDS - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d --FATJOINTS �� .JACK STUD STUD TO STUD(FACE NAILED) 2-16d 2-16d O.G. qq HEADER TO HEADER(FACE NAILED) 16d 16d ALONG EDGES �/� NAIL TOP PLATE n \ 9 FLOOR FRAMING `/`J TO BTM OF HDR J015T TO 51LL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOIST M W/ 2 ROWS OF 16d NAILS BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END W BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK WMII O LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-Ibd 4-16d EACH JOIST ■A STRUCTURAL PANEL _ HEADER CONTINUOUS HEADER JOIST ON LEDGER TO 5EAM(TOE NAILED) 5-ad 3-10d PER JOIST '*' In NAILED 8d COMMON ® MULTIPLE OPENINGS BAND J0157 TO JOIST(END NAILED) 3-16d 4-16d PER J015T w BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT M 3" O.C. EDGE AND FIELD w w ROOF SHEATHING .y WOOD STRUCTURAL PANELS O DOOR TRIMMER STUDS RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd IOd 6' EDGE/6' FIELD RAFTERS OR TRUSSES SPACED OVER 16"O.C. 5d IOd 4' EDGE/6' FIELD W GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG 5d 10d 6'EDGE/6'FIELD M GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 5d IOd 6 EDGE/6' FIELD 0 TLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4° EDGE/4°FIELD 2- 5/5" ANCHOR BOLTS II CEILING SHEATHING w/ 3"xV PLATE WASHERS II GYPSUM WALLBOARD 5d COOLERS - 7'EDGE/10°FIELD WALL SHEATHING II I WOOD STRUCTURAL PANELS �✓L STUDS SPACED UP TO 24'O.C. Bd IOd 6" EDGE/12'FIELD )'AND T)jj FIBERBOARD PANELS 9d - 3' EDGE/6'FIELD z'GYPSUM WALLBOARD Sd COOLERS - 7°EDGE/10' FIELD FLOOR SHEATHING (Q WOOD STRUCTURAL PANELS 3 1"OR LE55 Bd IOd 6' EDGEA"FIELD w Q GREATER THAN I' IOd 16d 6'EDGE/6"FIELD W A Q w tu 1 NARROW WALL BRACING AT GARAGE DOOR A O SCALE, N.T.B. Q Q O w a C m 0 WIND ZONE WALL COMPLIANCE: J W= 30% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 311 EDGE/1211 FIELD (4)16d NAILS PER FT BOTTOM PLATE L= 15% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 311 EDGE/1211 FIELD (4)16d NAILS PER FT BOTTOM PLATE SHEET JA 1513 DRAWN BY: KW DATE: 8/18/IS r Foundation Certification in Barnstable, MA Prepared For : 56 Spring Brook Lane Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 062-092 Baxter Nye Engineering CQC Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 .0539 J 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, Inca ® 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' 09=17-2015 Job. Number:. 2005-214 N/F COTUIT MEADOWS M HOMEOWNERS ASSOCIATION, INC. 00 DEED BOOK 23161 PAGE 59 o PARCEL ID: 002-002 z OPEN SPACE N 82'58'01" E 98.55' N 9D O 16.0 N 5.2 28.5' n'- o _ #56 m EXISTING FOUNDATION o LOCATED 09/15/15. 10.3' N/F COTUIT'EQUITABLE HOUSING, LLC N 23.0' 10.3' DEED BK. 21804 PG. 41 • o PARCEL ID: 002-002-091 N/F GERALD & .SUSAN TELLIER_ DEED BK. 21872 PG. 56 CL , PARCEL ID: 002-002-093 w 14.0' N C p' Z N wl LOT 92 s 10,620f S.F: 0.24t ACRES _ -73 -89 . B2 R-191-..59 SPRING BROOK LANE lee 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 ASS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO � SHANE G PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED.,WITHIN A o SPECIAL FLOOD HAZARD AREA. �' MALLON C„ THIS PLAN NOT TO BE RECORDED N IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 10No.48687v 71/ ,1 �D ESs\o�Q SUR\4 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE GENERAL NOTES: 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 SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). ��. SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 00 PROVIDE (1) 6 DIA. x 6 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED DEEP 1 ' a LEACHING WIN W/ 1' STONE ', 52.5x A EGETATED 12" Z VEGETATED 12" SURROUNDINA (OR ALTERNATE iDEEP RAIN HABITATS OF RARE WILDLIFE FOR USE WITH THE MA WETLANDS DEEP RAIN EQUIVALENT VOLUME OF 289 CF) OPEN SPACE 1 i� GARDEN (125 C.F. PROTECTION ACT REGULATIONS (310 CMR 10)." GARDEN (125 C.F. CONNE ALL ROOF DOWNSPOUTS f r STORAGE) SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP STORAGE) TO WK ING BASIN r; J 5 TOP-54.0 » » TOP=53.0 "' N 82'S8'Ot" E ,'" �,;' BOTTOM-53.0 MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. BOTTOM-52.0 SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER vc.up 1. ' 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES - 54.17 s4 _ - - UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) s3� x- �- allo x I ~`�-_.__ g SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER 520 RECHARGE PROTECTION AREA i - �--- as •- m DECK ,,,���"-- CONSTRUCTION NOTES: � o 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 0 as a, �i 6c SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS' DATED D R 7.0 o 0 _ _ 6' 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. i s LOT 92 I I , rn 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 10t620f S.F. N 10.3 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS, 0.24f ACRES SLAB-60E.83 0 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. " - 10.3' INV. 59.0 - e � �(- 3. SEWER BUILDING CONNECTIONS: . a PROPOSED _ --'-fir '� 23.0' 60.0 - MIN. COVER SHALL BE 3 FT. HOUSE- o & ; - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES F.F F-'42 t j'� AS REQUIRED BY BARNSTABLE DPW 9.PORCH , t MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. co c ' . O �o x �i a 60.53 - __ ------ - -• 20. ENE Cotuit Meadows Subdivision w CURB O A N , "I�' CotuitsBarnstabie, Massachusetts STOP =54.19 -- PEO FOR 'L O 1 $9 G 6>.x____ G COTUIT EQUITABLE NOUSINGj LLC R 0. Box 95 LOT 93 G BR OK -.!' Centerville, MA 02632 SpPJNTmE .---� 5 Site Plan 62.61 / , `� 06 INV S Lot 92 ~ 56 Spring Brook Lane 62.33 �2 =54.33 L Rss2 61.0 151.5 " 7 0 � SMH 62 � S ' �8 a/ BAXTER NYE ENGINEERING & SURVEYING INV �35 P / -- x -55.47T / / 62.33 0 �r8/' /fir \���� I ` 60.75 �61.9 (H OF/y S �e �0� .. ,< / 62 Registered Professional �,�` 4ss9 / S /,/ 6U.x5 '� :' Engineers and Land Surveyors ���� STE�PHEN ey�� / 63.0 - - 1 } 78 North Street,3rd Floor,Hyannis,MA 02601 U MATSON cn 62 9 "63 t7 SETBACK `, Phone-(508 771-7502 Fax-(508 771-7622 CIVIL 63.25 2O SINE l ) l ) -o CIVIL X �X, /STER��a`�'� S 63.10 a 62.6 _ 20 0 20 40 sS1ONAL E�'G c� SCALE IN FEET SCALE: 1" = 20' DATE: 08-25-15 REV. DATE: REMARKS LOTn92 I I WAM NUMBr:R 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214