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0114 PHEASANT HILL CIRCLE
/�� ��eqs��-��// C��c��. �, Town of Barnstable Lr' Building Department-200 Main Street MA83 0a '; °TEOIMA Hyannis, MA 02601 Tel. (508) 862-4038 a Certificate Of Occupancy - Permit Number: B-16-1559 CO Issue Date: 11/9/2016 Parcel ID: 002-002-011 Zoning Classification: RIF Location: 114 PHEASANT HILL CIRCLE, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY Permit Type:. Residential-.Land t Comments: Building Official Date: " ' I `"Er�,,o Town of Barnstable ` J BARxs ABLE. 200 Main Street Tel.(508)862-4038 Mess ro ArF030. . INSPECTION REPORT Date: 6/22/2016 12:05 PM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Foundation A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 7/14/2016 3:30 PM Inspector: lauzonj Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Sheathing only ok. Inspection Overall Comment: Sheathing only ok Overall Inspection Status: PASS Re-Inspection Date: Date: 8/11/2016 6:51 AM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Frame OK, couldn'the access basement, new concrete in garage Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: s' Inspector Initials: Person in Charge Initials: Total Score: 100 Town of Barnstable 200 Main Street Tel.(508)862-4038 9QA 116 9. VV TfoM INSPECTION REPORT Date: 8/11/2016 1:11 PM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results PASS Frame OK, couldn'the access basement, new concrete in garage Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 8/16/2016 12:38 PM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Insulation A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 8/22/2016 2:02 PM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Foundation A- Inspection Results PASS Sonos ok Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Pw Inspector Initials: Person in Charge Initials: Total Score: 100 r o Town of Barnstable d BARNS ABLE. 200 Main Street Tel.(508)862-4038 MASS TE0,39. INSPECTION REPORT Date: 11/8/20161:17 PM Inspector: mckechnr Permit Number: B-16-1559 Name: COTUIT EQUITABLE HOUSING LLC Address: 114 PHEASANT HILL CIRCLE, COTUIT Inspection Type Inspection Item Status Comment Building Final A- Inspection Results PASS Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Inspector Initials: Person in Charge Initials: Total Score: 100 f 1a S!Tr. JOT r r 'blrt� C� 'ki llyf{p !^1S1'c+i-lE{j B1_tIL01NG PRGDIi(„i "3 — 1 ) 3 4 i- Sht.Alrl C'FC fj=.�C�'� NJ :t 7LJlGh i _! PERfCCC 3011. t� t3/`•.i i INSUL- TION ` Exterior wills: GYPrb '3n,u lCCurer: �.Lu4�v4Cavli.> Exterior walls (other): Type:(!l"s C 1� T�Y> �nilan ,f•r_;urer � �o t✓ interior Wails Stairiveli; _ `^ Type: R-Value: !�aser�2nt CeiinE;, ~__ ur.r; 6At�vc F.-V:�lue:_•_•3 0, �Iat Ceillr`gs Type. R-Vai::e• Ssapcd (.ailing;: .ry"n• --_ - --_ -- _ -- Manuiai.tt rrr. (.-`✓chi.+f.: _ Fl3LR.Gl \SS ()S�:l Exterior vvf_l T1i F'l'_ _ t\rl jl.t firer: Settled Thic` -ess: __ _ __��_ ,i tr!ied thickness: (:Ovi�ragle Area! _. _S. rt!e1 R,-V;nI In tall(M eensit, Flat Ceiiin, s; TYJt __ - _ Ui t Uri -• ,� Sc ttlt d Thick 5'S _ ✓S - S-ltlCp Installed tZiG!rC'a$: I C'v-eragE.JAre�. Ster.Cei!t i S tEI?d T h'ickr ess 1�H —_�o�nl� i Is aIle l thickness �O. Settf(-ci R-l'alue: cr `� f-cwerage:-1�ria: - — — 9_ l�•sta e,,de. By: n� For fvlAf' 05ta.led €janitlinu hr ,`j^ t C��'e; Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 114 Pheasant Hill Circle Rating Date: 11/01/2016 Rating Number: 28962 Cotuit, MA 02635 Registry ID: 491953568 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 63 Efficient Home Comparison: 37% Better Heating 23.5 $651 32% General information Cooling 8.4 $154 8% Conditioned Area 1768 sq. ft. House Type Single-family detached. Hot Water 3.8 $177 9% Conditioned Volume 17388 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.3 $1043 51% Bedrooms 3 Photovoltaics -0:0 $4- -0% Service Charges $0 0% Mechanical Systems Features Total 55.0 $2025 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum,criteria for-the following: Duct Leakage to Outside 59.00 CFM25. 2009 International Energy Conservation Code Zz Ventilation System Exhaust Only: 85 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat - Heat=Yes; Cool=Yes -,I A :- Building Shell Features UA Ceiling Flat . R-40.0 Slab None ,ate r Sealed Attic NA Exposed Floor R 30.0 C g. Vaulted Ceiling YP R-40.0 Window Type U-Valuer 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 808 Clg: 808 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters e gy ate s of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 90.00 Range/Oven Fuel .Electric Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 722 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. TOWN OF BARNSTABLE BUILDING PERMIT APIPLICATION Map o� ® '' r �1SS1 C� Parcel � �a Application l41 Health Division Date Issued 94 612-3h6 Conservation Division �' Application Fe U� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 'F w►na�'�L S �T' Project Street Address ,l q avA Pill rC rck, Village ltt� Owner nIUXJ TQ1A4tX,k6 UV Address IJ-�• X 9 l Pv�_kott� Telephone Permit Request I v v\ 0M ec-,al\ a_✓ Square feet: 1 st floor: existing proposed _��nd floor: existing proposed Total new � Zoning District Flood Plain Gr undwater Overlay Project Valuation 10 WO{ Construction Type Lot Size !�. oU Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family t. Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Ul No On Old King's Highway: ❑Yes J(No Basement Type: A Full ❑ Crawl ❑Walkout ❑ Other .Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: lGas ❑ Oil ❑ Electric ❑ Other Central Air: 12f Yes ❑ No Fireplaces: Existing New Existing wood/coal stove;, ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: O'ex ❑eisting newf2 size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 2`f XZ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review # Current Use ��Q�1� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number S"72 1 — Address C`�� V\ t( License# Home Improvement Contractor# Email P iPAU�Worker's Compensation # 007 .0-®(9-Co �3 ALL CONSTRUCTION DENS RESU TING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME fLy 7/1 4 .� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Department of Industrial Ace dez-as -ceq Irzvesdgadans 600 Mashingari Street w Boston,MA 02111 • o v`' Workers' Compensedon Insurance Affldaidt: B -ld�rs/Conti-actctys/Electrgclar s/-Plumbers AppHeant luformation Please Plot Ltzibly Nam,c (Business/organizaiZon/Iudividual): "�����'�-- F ����/0VA S �` C f Adorers: 0 ! Are you an employei?Checkthe•,tppr6prlate bad. Type of project(required): 1.❑ I aril a employer with 4. I am a general contractor and I 6. V New construction employees (full and/or part 1iine).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on•the atta.ched sheet.t 8. ❑Remodeling ship and have.to employees These sub-contractors have . ❑Demolition wozkmg for me in any capacity. worI:ers' comp,insurance. g, ❑Building addition [No workers' comp,insurance 5. ❑ W6 are a corporation and its required.]' officers have exercised Their 10.❑Electriealrepairs or additions 3.❑ I am a homeowner doing aH-work: right of exemption per MGL 11.❑ Plumbing repairs or additions myself No worlrers' comp. e. 152,§1(4),and we.have no 12-: ]Roofiepairs insurance required..]t employees.-[No workers' comp.insuranc6requird.] 13.❑ Other e Any applicant that checks boi#1 must also fll out the section blow showing their workers'compensation policyinformation: t Homeowners who•subunit it is affidavit indicating they are doing all work and then hire outside contactors must submit a new affidavit indicating such. tContractors iiliat check this box most attached an additional'sheet showing-ke name of the sub-contactors and their workers'connp.policy information. I am im erisplayer that is providing,Tvarkers'compensaddit bisur°ance for my errp ste.Ioley ard� bs€Vei 3rvii i r�,�or rairFidri. � . Insurance Co �u Name: Policy#or Self-iris.Lic.#:_ � aj UL.®� � _ Expiration Date: /A/17 • Job Site Addzess: ''1 OqLL9,A6 [ �P YC l Czty/Ste/Zip: �d 1 ✓� ®�� .Attach a eopy of e workers' compensation.pol ey d eel aration gage(showing tl.e policy nu ber.and expiation date). Faihiie to secure coverage as requnaed under Section 25A of MGL c. 152 can Iea.d to the imposition:of.cri n alpenalties of a fine up to $1,500.00 and/or one-year imprisomnenf as well-as civil penalties in the form of a STOP WORD ORDER and a f'ne ofIrpto$250.0Caday,againsttL,eviolator. RPadvisedrhat-a copy of this statementmaybeforkardedto•theOfficeof Iuvestigations•oftbeDIA forinsbran.ce coverage verification. I do,hereby w,,; ` 'a'�N the pains and petraPnes of p�e y-rry that the rr�u�r°rriatrora pr�©n toed above is. &ad Corr°C6 � �ature: Date: - L17 f official awse Only .err not 7w.1 e tit ih s�r°err,to be cmvpl'eted by city or offlictral. City or Town- Permi'.11Jfcense Y 188ndug.Authority (d ele one): 1..Board of health 2.Rm---dins Department 3. C ty/To, i—a- Clerk 4.McLxical h specter 5.PItnr,bing Inap ettae. C.Other Contact Person: Phone Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07112 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10101/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 Massachusetts Department of Public Safety ! Board of Building Regulations and Standards License: CS-005645 Construction Supervisor BRIAN T DACEY � PO BOX96 rjo Fl_ ) CENTERVILLE MA 02632 } rr , G CA Expiration: Commissioner 04/19/2018 ) Construction Supervisor Restricted to Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. f L Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS,GOV/DPS Y� . .dw-n of Ba astable.. Regulatory Ser:-vices �axnsrt;arm' 9 Thomas Fe Geller Director cuss. a Tom Perry, Building Commissioner 200 Main Street, Hyannis,M'A 02601 I WJ'1V town,barnstable.ma•us OfE ae: 508-862-4038 Fax: 50E--790-6230 Prop orty Qvmc' .i Must Complete and Sign This Section If Using ABui.der JLT, < 1W4 , ds Owner of the subject property herby authorizeZ to act on my behalf, in all matters relative to.wo&authorized by this ljuilding permit application for; . '-p"- -4 otil Aw- (Adchrass of-fob) (Sipa4eOwner Date Print Name Q.FOFlN!5:0'9�rNERPT—z�6ISSION Home EnergyRating Certificate Rating er g Certified Energy Rater Chris Mazzola 153 Pheasant Hill Circle Lot 8 Rating Date 06/02/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders � � i� \ � � � � tEst>tmated�Annuaf�.EnergyCost` ; Use MMBtu Cost Percent 5 Stars Plus Heating 43.1 $596 30% Projected Rating HERS Index• 65 Cooling 2.8 $149 8% Hot Water 15.4 $196. 10% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 18.9 $1019 52% Generallnforination* Photovoltaics -0.0 $-0 -0% Conditioned Area 1800 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 17737 cubic ft. Foundation Unconditioned basement Total 80.1 $1961 100% Bedrooms 3 Criteria This home meets or exceeds the minimum criteria for the following: mechanical.Systems FedtlJreS. . - — 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 72.00 CFM25. Ventilation System Exhaust Only: 48 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No Building shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-37.6 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 Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Sagamore Beach MA 02562 Lights and Appliance;Features ---- 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 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. 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 DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (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 MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W...............................................................(Fig 3)...........::..................................... 52 ft s 80' Q BuildingLength, L ..............................................................(Fig 3)...................................................74 ft <_80' Q Building Aspect Ratio(L/ W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Openingz ..........................................(Fig 4)..................................................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q ConcreteMasonry ................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION"' 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. s 6"—12" Q Bolt Embedment—concrete.................... ............................7 in. >_7''....................(Fig 5)...................... Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x W 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).............................I......................—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 <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q WallStory 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 WALLS Wood Studs Loadbearingwalls........................................................(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)...........................: Splice Connection (no.of 16d common nails) .............(Table 6)...............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q SillPlate 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) HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <_12" N/A Full Height Studs(no.of studs)..................:....:............(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<_6'8" Q SheathingType.............................................(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"<_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 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 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).....................,...........................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13) ...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<_smaller of 2'or L/2 N/A 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 (7so CMR 5301.2.1.1)l -WHEN THIS EDGE RESTS ON RRAMING USESd NAit$ AT6b�c. ' 11 11 11 Ir 11 1 it 11 11 1 11 11 11 11 it II 11 /1 1 11 11 11 1 11 1{ 11 Il II Y 11 Ir.� 1 O n �•1 F 1 tt1 I{ Q 11 I t 'if 4. II n N g t n n 1,1 ii � 1 n 11 ip 11 /1 Ir ull IL - 14 11 Q II 11 I 11 V 11 11 � 1 11 It 11 S 1 _ • II TI 11 {t I YVVVK MITG =- j\ NAIL$pACING �i PANEt — V, See Detail on Next Page Vertical and Horizontal availing for Panel Attachment f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a W it 1; i FR mwe MEMBER$ 1 EDGE BaFRMEGI0.T£ 1 I 1 1 am 1. 1 I. "s. • - 1 1 1 1 1 �_ 1 1 �-2 ip_-__ ^+_- STAGGERED T. 3"MIDI. NAIL PATTERN PANEL J, PANEL EDGE DOUBLE NAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Boise cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0.3100•SP Roof Beam\R1301 Dry 1 span No cantilevers 1 0/12 slope April 20, 2016 14:45:49 BC CALCO Design Report Build 4516 Lor(� File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: SUN ROOM RIDGE Address: Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 I I 1 r 12-00-00 BO B1 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 666/0 1,260/0 B1, 3-1/2" 666/0 1,260/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 12-00-00 15 30 07-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 5,345 ft-Ibs 43.7% 115% 4 06-00-00 Completeness and accuracy of input must End Shear 1,515 Ibs 33.4% 115% 4 01-03-06 be verified by anyone who would rely on Total Load Defl. U528 (0.262") 34.1% n/a 4 06-00-00 output as evidence of suitability for Live Load Defl. U807 . 29.7% n/a 5 06-00-00 particular application.Output here based 0172" ( ) on building code-accepted design Max Defl. 0.262" 26.2% n/a 4 06-00-00 properties and analysis methods. ' Span/Depth 11.7 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 1-3/4" 1,926 Ibs n/a 41.9% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 1-3/4" 1,926 Ibs n/a 41.9% Unspecified BC CALCO,BC FRAMERO,AJSTM, ALLJOISTO,BC RIM BOARD M,BCIO, Cautions BOISE GLULAMTm,SIMPLE FRAMING For roof members with sloe 1/4 /12 or less final design must ensure that ondin instability SYSTEM@,RSA-RIVERSA LAM®,VERSA-RIM p ( ) g p g y PLUS@,VERSA-RIM®, will not occur. VERSA-STRAND@,VERSA-STUD@ are For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade wood surcharge load. Products L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 Boise Cascade Single 1-3/4" Y, 11-7/8" VERSA-LAM® 2.0.3100-SP Roof Beam\R1301 Dry 1 span No cantilevers 1 0/12 slope April 20, 2016 14:45:49 BC CALCO Design Report Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: SUN ROOM RIDGE Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: I ®Boise Cascade Triple 1-3/4" x 11-7/3" VERSA-LAM® 2.0-3100*SP Roof Header1RB02 Dry 1 span I No cantilevers 1 0/12 slope April 20, 2016 14:45:40 BC CALCO Design Report 01-04-00 OCS Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: SUNROOM HEADER Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 Illlllllllllllllllllli1111111. 1 lllil � 11 05-01-00 BO B1 Total Horizontal Product Length=05-01-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 430/0 732/0 B1, 3-1/2" 430/0 732/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 05-01-00 15 30 01-04-00 2 Reaction from Desi... Cone. Pt. (Ibs) L 02-06-08 02-06-08 666 1,260 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,436 ft-Ibs 6.6% 115% 4 02-06-08 End Shear 1,061 Ibs 7.8% 115% 4 01-03-06 Total Load Defl. U999 (0.005") n/a n/a 4 02-06-08 Live Load Defl. L/999 (0.003") n/a n/a 5 02-06-08 Max Defl. 0.005" n/a n/a 4 02-06-08 Span/Depth 4.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 1,161 Ibs n/a 8.4% Unspecified B1 Post 3-1/2"x 5-1/4" 1,162 Ibs n/a 8.4% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer.TrussLok(tm) Page 1 of 2 f ®Boise Cascade Triple 1-3/4" x 11-7/.8" VERSA-LAM® 2.0-3100'SP Roof Header\RB02 Dry 1 span No cantilevers 1 0/12 slope April 20, 2016 14:45:40 BC CALCO Design Report 01-04-00 OCS Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: SUNROOM HEADER Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure .{ b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based C on building code-accepted design properties and analysis methods. t • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 7-7/8" (800)232-0788 before installation. b minimum =4" d =24" e minimum = 1" BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTA9,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMTM^ SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND@,VERSA-STUD@ are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Connectors are: FMTSL005 T Boise cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0-3100'SP Roof Beam\RB03 Dry 11 span No cantilevers 1 0/12 slope April 20, 2016 14:46:31 BC CALCO Design Report Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: DINING/SUN ROOM Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: ,�__I° 12 7 14-00-00 BO 61 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,314/0 3,780/0 B1, 3-1/2" 2,314/0 3,780/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%" 115% 160% 125%" 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 14-00-00 15 30 15-00-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 07-00-00 07-00-00 666 1,260 n/a 3 Unf. Area(lb/ft^2) L 00-00-00 14-00-00 10 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 23,324 ft-Ibs 63.6% 115% 4 07-00-00 End Shear 5,155 Ibs 37.8% 115% 4 01-03-06 Total Load Defl. L/328 (0.496") 54.9% n/a 4 07-00-00 Live Load Defl. L/525 (0.309") 45.7% n/a 5 07-00-00 Max Defl. 0.496" 49.6% n/a 4 07-00-00 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %"Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 6,094 Ibs n/a 44.2% Unspecified B1 Post 3-1/2"x 5-1/4" 6,095 Ibs n/a 44.2% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (L1240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer.TrussLok(tm) ®Boise cascade Triple 1-3/4" x 11-718" VERSA-LAM® 2.0.3100'SP Roof Beam\RB03 Dry 11 span I No cantilevers 1 0/12 slope April 20, 2016 14:46:31 BC CALCO Design Report Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: DINING/SUN ROOM Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ►I b d Completeness and accuracy of input must LI be verified by anyone who would rely on a output as evidence of suitability for • . • particular application.Output here based c on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 7-7/8" (800)232-0788 before installation. b minimum=4" d =24" e minimum— 1" BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARDTM,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMT" SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND@),VERSA-STUDS are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: FMTSL005 ®Boise Cascade Double 1-3/4" x 14" VERSA-LAMO 2.0 3100 SP Roof Beam1RB04 Dry 1 span I No cantilevers 1 0/12 slope April 20, 2016 14:46:19 BC CALCO Design Report Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: GREAT ROOM Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 'we�° 12 2 1 1 14-00-00 BO 131 Total Horizontal Product Length=14-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 980/0 2,689/0 3,150/0 B1, 3-1/2" 980/0 2,689/0 3,150/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft^2) L 00-00-00 14-00-00 15 30 15-00-00 2 Unf.Area (lb/ft"2) L 00-00-00 14-00-00 20 15 07-00-00 3 Unf.Area (lb/ft^2) L 00-00-00 14-00-00 10 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 19,121 ft-Ibs 57.3% 115% 5 07-00-00 End Shear 4,623 Ibs 43.2% 115% 5 01-05-08 Total Load Defl. L/412 (0.394") 58.2% n/a 5 07-00-00 Live Load Defl. L/764 (0.213") 47.1% n/a 8 07-00-00 Max Defl. 0.394" 39.4% n/a 5 07-00-00 Span/Depth 11.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,839 Ibs n/a 63.6% Unspecified B1 Post 3-1/2"x 3-1/2" 5,839 Ibs n/a 63.6% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets User specified (L/240)Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Man ufacturer:TrussLok(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB04 Dry 1 span No cantilevers 1 0/12 slope April 20, 2016 14:46:19 BC CALCO Design Report Build 4516 File Name: Bayside_Lot3 Cotuit Meadows Job Name: Angelou Residence Description: GREAT ROOM Address: Lot 3 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • 4-• • particular application.Output here based C on building code-accepted design properties and analysis methods. ' �' • Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" C= 10" (800)232-0788 before installation. b minimum =4" d =24" e minimum— 1" BC CALCO,BC FRAMER&,AJS- ALLJOISTO,BC RIM BOARDTM,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAM- SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAM@,VERSA-RIM Member has no side loads. PLUS&,VERSA-RIMO, VERSA-STRAND@,VERSA-STUD@ are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. TempParcelEdit Page 1 of 1 �,. Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 011 Street Number: 114 Unit: ��.�.. Dev Lot LOT 11 ...._. ... .__ .._. .... ,...w Road Name: JPHEASANT HILL CIRCLE T/R: l Sec. Road: l T/R: Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62)µ Date Added: .............................-............. Updated: Uptlate ' #DeleteAddAother �.. . . http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Aj N U `° N z ° 4 w) �... 2 N O r K i QW0-;? w Z U LL' - FH a) X � � iLj El X 10, LIE] � W � wm SMOKE DETECTORS REVIEWED r m a, I _ FRONT ELEVATION (j23� SCALE:1/4"=1'-0" mtt LE BUI ING DEPT. DATE FIRE DEPARTMENT DATE gOTR SIGNATURES ARI FOR PERMITTING W J v w o = z w � � QITT- O FM w w w W TF ID - E: E: 1:11 1-1 LJL 1 1:1 1:1-D i H 74 O �t 5HEET REAR ELEVATION Al 50ALE:1/4"=1'-0" . JOB: 1610 DRAWN BY: �GW DATE: 5/24/16 N U N z ° � M r � w V) ° 12 -1N z � OD AW ° Vo TF M� 11 W d 0 ® win � r v!�� � o IY W SO� L - - -J m = LEFT ELEVATION im SCALE:1/4"=V-O" ® W J ,2 W � v � z � W � Q O LU J ME JUL � � W ® FFL EILI L - - -J L _ _ _J SHEET RIGHT ELEVATION A.2 SCALE:1/4"=1'-0" JOB: 1610 DRAWN BY: K!N DATE: 5/24/16 TWT'2423 74'-0" 24'-0" 16'-0" A 14'-0" 12--0" 12'-O" 8'-0" TW 2441 -3 8'-0" S 5'-1" 8'-11" 4'-8" 15-4" EI 89 5/8"X T/g" S-EP5 I I in B I N • 51 I 12'G ICING I N Q TW 24410-2 I COON I O o s9 T/5"X6o 7/6" ®I Room I® lA In � I °1 I 14x14 MAHOGANY DECK 4 I I V .J in I I 9 v J I` J LITE I rn l< I 3° A o ~~ W O J �/1 g DN. v I O TV 15-LfTE r _ I _REI W W FIXED I ENGH I 26 1/2 WALL -r 26 (3)11 /g"WL HDR 15-LITE Q 2-b FIXED W O ry FIRE O GAB'5 W/ > BUILT IN RATED N' SHELVES ABOVE 2_�„ 2-4 i Im Q O - - - - - - - - - - - - - - -a W.I.G. MA5TER BEDROOM CARPET MNG' V® OAK W � OAK Q VAULTED C G EILIN 4 N- - - - - - - n - - - - - - - - - - - - 10'-6"®FLAT immillinluirrifflUg 12'-0"CATHEDRAL GEILING _ �� Y. 00 TIN 24410 GARAGE = A - T - =O ® ® 4 x GU O'M r Wa O 2 /g"CONRETE SLAB GREAT ROOM R.O.33 1/5" U)Q 1/5"X60 T/&, (9 1/4 VEEP)Cq PITCH TOWARD DOOR5 OAK co W - - - - - - - - - - - - - - - - - - - 4 0 o MA5TER O a6 BATH TIN4a m ^_^ N '.. BUILT IN 3'-8" 1p'-4" 12'-4" TILE 30 /g" 53" (L - Q GAB5 Al I 6 _ __ J SHELVES ABOVE I -2 (2)14"LVL 66'F.F.I U1 BEAM ABOVE SEE DROW WALL q1-411/4L' AJLcL . YV. Lg" TRANSOM ABOVE - TRANSOM ABOVE O iI3'10 6'-4" Ln 26 RAISED CEILING G 12 5 N R-0"x9'-0"O.H.DOOR T'-0"x9'-0"O.H.DOOR I 10 6" - -' EI BATH a� CONCRETE APRON FLAT GLING 24 5/8"x24 5/5" --o- Q 2¢n sot. �® 2¢ TILE ' o KITCHEN HALL to v n i OAK G 235 FOYER OAK 1V LINEN Q OAK 4g 1/2"X41 3/g" p 15-CITE 70'-10 1/4" 5'-4 3/4" iv 26 g 5- O "l GL. 4 61L000 -r- Z w L - z Q 3° I I1 '-4 1 2"I 3-8" 3'-11 1/2" 6'-8 1/4" L-I r J CITE 3' I I I - 14'-3 3/4" TIN 24410 w� O I 1 / 10'-6"GATHEDRAL_GEILING ry 30 1/g"X60 T/g" !L �JL BEDROO1Li #1 Tv BEDROOM #2 III ra ry I OAK I OAK �- 4 MAHOGANY I I 0 =EIIPORGH I m � I I I Q I I = O cf1 (3 11 T/g"LV HDR A m U 9 kn U X gN ti x g SHEET N O 9'-0,. 5-2 5'-4„ 2,_6,. 6, 24' 16,-0„ 72,-0„ 14,-0„ A 3 FIRST FLOOR PLAN JOB: 1610 DRAWN BY: KW 5GALE:1/4"=1'-0" I DATE: 5/24/16 16- _ L_---_--J — — — — — — — — — — — — — — — — 1 1 ---------- -------- -- 1 I 1a'-0° N - - - - - - - - m N ,a� I 4-.-,FloT. GIRDER < Lo POST I �y p I I I GALV.METAL POST ANGHOR I��I 10""SON TUBE"PIER YV/ I 26""BIG f FOOTING TYP. I Q W 2xlo's I OD — — — — — — — — — — — —[— — — — -- ll — 1 W — — — — — — — — — I I I I ,I• N I .. I I I _. ' in i i i 1 :Al 1 1 i 1 z 2-01 I DROP WALL UNDER DOOR I I I I I UP I J W I I I I I I I I I I �y U I I I I I I I I DROP WALL AT STAIR I J L _ I - - _ _ I L O S — — — — �,.. I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I M 'y O 8"x T'-9"GONG.WALL BM PKT BM PKT I W 4 ,r, 6"x10"CONTINUOUS FOOTING TYP. I /� 8"x T W-9"GONG. ALLi: \`:1�/ lJ 16"x10"GONTiN0005 FOOTING TYP. ,; Q I 14'-0,. OD ' I E W 46"GONG.WALL 16"x10"GONTINUOU5 FOOTING TYP. I I I 2x10's I = ry f/� 0 4 GARAGE 15 L —J I I I ®16"O.G. 4"GONRETE SLAB ry I PITCH TOWARD DOORS L L — a ry J J Q I I >= I m 2X10'5 I 2'-b" 2x10' 2x10'S I I M a. I NOTE: s i Fib 5/8"ANCHOR BOLTS :: I f— � j I U) I ' I EMBEDDED 7" I 'y I I I m SPACED 32"O.G. 12"FROM CORNER5 I L J WASHERS 3"x3"xl/4" W BM PKT I I Q = DROP N _L UNDER "� I m r I I I M m yY SLAB®DOORS TYP. I I I ® I I I J 5EE NARROW WALL I DETAIL I L _ —J L ,_.J L L - - - - - - - - - - - - - - - - - - - - - - - - - -J s,:i r— 13s c; I is- - - - - - - - - - - - - - - - - - - - - - - - - —I L J I I t LU —I FURNACE "; %J I '? � I I I I I '•:. I � I I l a I � v `Y I _ I r r L I J s ry LU Q >t I FULL BASEMENT L J—J 3 1/2"CONCRETE 5LAB I r `'C I '� VAPOR RETARDER S F— LU z Q BM PKT I r— �I I i2, I O I I L ., — — � � � I I Tr13016 _J 36 1/6°x 1S-7/8" — — — — — — (L LU 3-2x10 GIRDER ,I I z 3 1/2"DIA.5TEEL COLUMN >f :..I Rl I ", 30"x30"x12"CONCRETE PAD TYP. ry ,.; I - - � I I 'd �,. I r 8..x T•_9" W GONG. ALL I `— LL in I I 16"x10"CONTINUOU5 FOOTING TYP. <, I BEAM POCKET ` I rs 4x4 P.T.POS GALV.METAL P05T ANCHOR — — — — — — — 10""50NO TUBE"PIER I :r L — — J rj '7 Q 28""BIG FOOT"FOOTING TYP I n SHEET 1'-0�� 4" 3,1 A4 16'-0" 12'-0" 14'-0" 8'-0" FOUNDATION PLAN JOB: 1610 DRAWN BY: KW SCALE:1/4"=1'-0" DATE: 5/24/16 N N r + t0 yo V N a RIDGE VENT J 2x12 RIDGE BOob ARD z ; ob ASPHALT SHINGLES Q �W' 0 5/8"GDX PLYWOOD b OG S o• � Z RI61D WIND WASH BARRIER REQUIRED �-1p5® 5 OC �� V LL AT EXTERIOR EDGE OF EXTERIOR YVALL 12 TOP PLATE 12 L Q e a8 a) 4 00. .6. 0 R38 F INSUL. - 0 �m OS 5IMP50N H2.5 7 ® 1x6®ib"O.G. ® FASTENERS AT ALL ?} — RAFTER/TOP PLATE 6s )f �C JUNCTIONS TYP. ®/ 12 (n r 5"o d4 r C �y 2x8'S®16"O.G. (2)1 5/4"x 14"LVL BEAM 2X85®16"O.G. II (3)2X10'S U W I 1x3 STRAPPING GREA ROOM I KITGHEN I 5/5"FIRE RATED GYP.BD. co (3)2x12 HDR. Q POST IN WALL 1x6 T8G BEAD BD. BETYVEEN GARAGE e LNING iv BEYOND I �' BLOCKING 4'<J"O.C. ry i s 0 ry loll COLUMN < a O GARAGE IN FIR5T TWO JOI5T AND RAFTER I I Q Y 1 7 BAYS FROM GABLE WALL 7 I I M To.5/4"PLYWOOD I I Vi w �'(� a 2x1015®16"O.C.W/ 2XV9 0 16"O.G. 50LID BLOCKING I I R21 F.G.IN5UL. R50 F.G.INSUL. I I 1/2"GDX SHEATHING 4"CONCRETE SLAB DECK EK/W-C-SHINGLES 2 PITCH TOWARD DOORS BENCH NOT SHOWN& 11 I P.T.2X10®16"O.G. 11 P.T.2x8'S®16"O.C. ' - _ _ i.0 j. (3)2x10 GIRDER TYP. 2-2X8 GIRDER 4X4 P-T.P05T �� - I I GALV.METAL P05T ANCHOR 3 1/2'5TEEL COL. 10"'SONO TUBE"PIER YV �� _ x30 x12"FOOTING I 26"'BIG FOOT'FOOTING TYP. I—J . t w 10"' NO TUBE"PIER W/ tt y'S' 26•'"BI6 F 'FOOTTNG TYP. V c 3 1/2"GONG.SLAB LU _ DOE] -0 - w z Q z N O ►u ►_ w v a_ w SECTION 13" SECTION "A" � SCALE:1/4"=1'-O" SCALE: 1/4"=1'-0" I O J SHEET 51 JOB: 1610 DRAWN BY: KYV - DATE: 5/24/16 N M V cm N z ° ~~ r w o z > n Q� O Q w LO o Z w li Im 4 11 14'-0" - 14'-0" 8'-4" 0 r W ar cn 0 0 GARAGE co N W L -1 M O I I ti A � I I W x N I A 1 m I LU I V z ' v � w I 'J W Z � QLU lL. 4 � _ Vlu O . .2x 5® I O VI 1� r LL O SHEET FIRST FLOOR FRAMING PLAN 52 Sr-ALE: 1/4"=1'-O" NPIAT : '10AWN BY:E: 5/24/16 (3)11"i/8"LVL HDR N M U N zo Lo < LO r L O m v _J Ln n Z � n � o L L HDR LO I I i W U 1�.. 4 0 I I 2x ® � n 2x12 RIPI E -4 2x12 RIDGE 4 O w Lo 'Q d O m m a 2X12 RIDGE LU I I I I I BE'ARIN6 WALL - - - LU u w � m "BUILD OVER" VALLEY IU LU m -j LL "BUILD OVER VALLEY" 1 O 12--0" 26-0" 5HEET ROOF FRAMINO PLAN 53 5GALE:1/4"=1'-O" JOB: 1610 DRAWN BY: KYV DATE: 5/24/16 EXTEND HDR TO CORNER --- - 2x6 DBL TOP PLATE - RAFTER® ib"O.G. FULL HGT.5TUD5 ==-:=---_ N JACK STUD -- _ _--_ - • lr 1) N NAIL TOP PLATE TO BTM OF HDR ------ APPLY SIMP50N MSTA15 CONNECTOR o H2.5 0 E.A.RAFTER M��I O W/2 ROV5 OF 16d NAIL5 ----- _""-- ON THE INSIDE FACE OF HEADER °� / Q [n ®3"O.G. - --- TO EACH JACK STUD 5TRUGTURAL PANEL ____ ___ HEADER o Q NAILED 5d COMMON _ CONTINUOUS HEADER o TOP PLATE W o 3"O.G.EDGE AND FIELD - - -- CORNER TO CORNER OVER MULTIPLE OPENINGSOD z > OD DOOR TRIMMER STUDS i 0W Q SHEAR WALL COMPLIANCE: RAFTER TO PLATE GONNEGTION U 2-5/8"ANCHOR BOLTS z �( (A) SC J ALE:N.T.S. Q W VERTICAL SHEATHING WITH= 30% EACH WALL RUN LL. ii `\ w/3"x3"PLATE WASHERS Sd NAILS 3"EDGE/12"FIELD EACH NARROW WALL SECTION 5 W Q I (4)16d NAILS PER FT BOTTOM PLATE in X Id' L= 15%OF EACH ALL RUN ? O W 20%HDR>6-8" i tr i VERTICAL SHEATHING W w ITH c Sd NAILS 3"EDGE/12"FIELD N (4)16d NAILS PER FT BOTTOM PLATE ob j~�~ Q VI Ln W 'MM�I co0 W M (. NARROW WALL BRAGINO AT GARAGE DOOR SCALE:N.T.5. JOINT DE51-RIPTION Nul-1BEIz oP Nur7BER oP NAIL SPALMG GOn1-ION NaLS BOx NaLS ROOF FRAMING DOUBLE ROW STAGGER NAILING - BLocKmG To RAFTBZ(TOE NAILED) z-ee z-1oa EAOH ENv INTO BOTH PLATES -- RIM BOARD To RAFIER(ENv NPJLED) 11w 316d EACH END --- -- _ 2x6 DBL TOP PLATE WALL FRAMING -- ----- TOP PLATS AT INTERSE N5(FlY.E NAILED) 4-16d 5-tbd AT JOINTS �/ "------ "—---- 5——5—(FACE—J ) 416a 3-16d ]4"O.G. -------_ — _— HEADER TO HEADER(F/LE NAILED) 16d 1b 34"O.G.ALONG EDGGS -- ---- —-- - -__ FLOOR FRAMING Lu '^v - -- JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4Bd I Od PER J06T 1 __-_--- _—— - BLOCKING TO J05T(TOE NAILED) 22 2 -10 EK.H T END B------- -=--- — — LOCKING TO SILL OR OP PIATE(TOE NAILED) 316d 4-16d EACH 5t LEDGER$TRIP TO BEAM OR GIRDFR(FAGE NAILED) 316d 416d EACH J T < O W VERTICAL _ _ _ _ .YJIST ON LEDGER TO 5E rrO NAILED) Sad 5-lod PER— T STRUCTURAL PANEL - BAND J T TO JOIST(ENv NA)LED) 316d 416d PER JOIBT NAILED Hd COMMON _---_- - 6AND JOFT TO SILL OR TOP PLATE(TOE NAILED) 2-ibD 316d PER FOOT �(1 3 .. ® "O.G.EDGE G- - ROOF SHEATHING, V AND 12"IN FIELD O �Xt, _ _ Z N -______ __ WOOD STRUCTURAL PANELS _ IL UP TO 16.O.G. ed tOd b•EDf Fl6'FIELD -- —-- _ - _ -= RAFIEIZS OR TRU556 SPADED OVER 16.O.G. ba 104 4'EDuFJb'FIELD -- ----_ - —_ _ GABLE FNDNWLL RAKE OR RAKE TRIF.f W/O GABLE OJEfL1ANG _ Bd io I F U.FIEID O v —"-- --_- —__ — - GABLE ENDPIALL RAKE OR RAKE TRU55 w/STRLI'.NRAL Bd 0d 6•EDGFIb'FIELD BJDNWLL RAKE OR RAKE TRUSS w/LOOKOUT BLOrKS Bd tOa 4"EDGE/a'FIELD ---- - -_-" GEILING SHEATHING R� DOUBLE ROW GYPSUM WALLBOARD 5d COOLERS - T•EDGE/ FIELD - 5TAGGER NAILING =_=v=a WALL 5HEATHING INTO BOX AND SILL _ -- = --_- UA d ,„, - WOOD STRUCTURAL PANELS 2 SND5 SPADED UP TO 34.O.G. ea tOd 6"EDGE/13'FIELD I I -- --mm�' 'AND 3�"FIBERBOARp PANELS ed 3"FDGE/b"FIELD - -_ �'GYPSUM WALLBOARD 54 COOLERS - T"EDGE/10"FIELD FLOOR SHEATHING I Y`IOOD STRUCTURAL PANELS I I 1'OR LE55 ed tOd 6"EDGE/1"FIELD GREATER THAN 1" 8ct tOa 6"FDGE/6'FIELD SHEET 54 II II OFULL HEIGHT SHEATHING -SINGLE FLOOR SCALE:N.T.S. JODRAWN BY: 1KW DATE: 5/24/16 f Foundation Certification in Barnstable, MA Prepared For : 114 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-011 Baxter Nye Engineering & Surveying Zone X (unshaded) 0 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 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 6 Deed Book 22249 Page 282 Scale : 1" = 20' 07-07-2016 Job Number. 2005-214 N/F JUDITH A. KORAB \ \ \ DEED BK. 28917 PG. 146 \ \ PARCEL ID: 002-002-012 N \ 11296 \\ N�\ \ � ,\ it 00 1 o N �3%�0„ N LOT 11 \ 1 Z \ 11,075t S.F. I 1 all 0.25f ACRES I I Z o Va tD� Z Ln to W MND rmto � 2° 2 •o. I I �o a I U �9'0 CP Z A2 O. oo, os, 65.82' 86'58 339" W I /000��� I I y I I I I I I I 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 SS BARNSTABLE ZONING BOARD OF APPEAL No. 20.05-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO '�C+ PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SHAKE SPECIAL FLOOD HAZARD AREA. fi. ®. MALLON � THIS LAN IS NOT TO BE RECORDED OR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. Ift. 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 CONSTRUCTION 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 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED { o \ HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." �. SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP `-►1� 711.0 MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS," 4 '•` 7U - SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER �.� , 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES o' '►D� �'� ^~ N 1 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ,.-Q 30• { 6' ,1�,,. 1�2 9g - ,' REGULATIONS (321 CMR10) 69.9 �1 SITE t5 WITHIN A STATE APPROVED ZONE tl GROUND WATER .,•- -p.�; ` RECHARGE PROTECTION AREA �� ` S LOT e oo"�... �` 'w. 66.09.0 0 AA CONSTRUCTION NOTES: VEGETATED 12" DEEP ti RAIN GARDEN (125 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE +x �' i�• I N -,j ` 9 0 I C.F. STORAGE) SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED talp '' �` \ ,: I a OSE o, o I TOP-67.0/ 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. PROP Y � BOTTOM-66.0 10K % I� ( I 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 70.50 �' �'ZZF- ' 70.9 69.0 ' I I THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, N o I DATED 6/25/07, SHALT. HEREBY APPLY TO THIS SITE PLAN. 70. - tiD�` LOT 11 �' I 3. SEWER BUILDING CONNECTIONS: 7Cs, 075 S.F. 1}0 28.1 I - MIN. COVER SHALL BE 3 FT. 69•® I. I SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES ` k ry F$ AS REQUIRED BY BARNSTABLE DPW. 70 + - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 X. " CURB le i i "IN tic,,'TOtv;. ,e. -37 AROUrG OR Cotult Meadows Subdivision �—� a 4 SCE' .. A; ERN ( endow ivislon aIVAL .:VT VOLUM \\ VC � 289 GF,� p 2.19 - . . ,. .. I. i ) Cotult•Barnstable, Massachusetts DOWNSPOUTS T0 ,°BAR® FORUNNECT ALL SMH t 7 INV.- r 20' SE INV WT-62.97 $ _ 69.0 Lih ! x I LEACHING BASIN 67.0 OTUIT EQUITABLE HOUSINGo LLC ' • Bo, .., • 669" W VEGETATED 12" DEEP S 6g B? I RAIN GARDEN (125 A 01 BOX SS C.F. STORAGE) ++ ! 0 ! TOP•68.0/ Centerville, MA 02632 BOTTOM-67.0 t � ME I Site Plan + Lot 11. 114 Pheasant Hill Circle y cF i �q9 BAXTER NYE ENGINEERING & SURVEYING i SMH #28 _ + + INV IN-61.49 N16'S8'39" E Registered Professional ��+oFMass 3� q ++ i fM .�....�-__.___ -. �_ . _ -- 85.sa""� .. Engineers and Land Surveyors ��� srEPHeN 78 North Street, 3rd Floor,.Hyannis,MA 02601 MA°oN LOT 10 CIVIL CA i Phone-(508) 771-7502 Fax -(508)771-7622 No.46345 20 0 20 40 �ss/oruA� NG��� kA ! SCALE IN FEET (D SCALE: 1" = 20' DATE: 06-03-16 REV. DATE: REMARKS LOT 11 SAWING NUI►�ER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw r 2005-214