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HomeMy WebLinkAbout0153 PHEASANT HILL CIRCLE /33 ZO/ S�raT��/ Ci�C /13/2017/FRI 01 : 14 PM Cotuit Fire Dept FAX No, 5084280202 P, 001 Application for❑Review ❑Permit to Install)Fire protection System V To: Head of the Fire Department Application is hereby made in accordance with the provisions of Chapter 148,and regulations made f to install for the person or persons and at the location named herein, certain equipment for a fire protection system- This application is made with full knowledge of the current requirements Of the regulations governing such installation, which will be made in compliance therewith. The installation of said system shall conform to plans presented for review by the Fire Department having jurisdiction. PermitNo. PROPERTY INFORMATION Property Address: IS?, t � c► °' + �I U tlt Map: Parcel: Fire District: ❑ Barnstable ❑ COMM I Cotuit ❑ Hyannis ❑ West Barnstable Use Group: Name: � FAL �® Owrier ❑ Builder Address: D /�! P I' +�- Phone- 6-6 FIRE PROTECTION INFORMATION Check One: RINew System ❑ Repair/Update to E3dsting System ❑ Required Upgrade to Current Code Fire Alarm System: k2lno Volt ❑ Low Voltage ❑ Carbon Monoxide Sprinkler System: ❑ Wet System ❑ Dry System ❑ Combination ❑ Underground Fire Service Main- i Hood/Suppression System: ❑ Other: -n WSTALLIER INFO N c Installer Name �( � z (3D�� Mailing Address: c City,State and Zip Code: ,M4& Phone. Certification#:_Q I Iq Class A ❑Class B ❑Class C ❑Class D Expires- Inspection Contact Name and Phone(s): ' OFFICE USE ONLX Application Date: _ Taken by: Permit/Applic.Reed: #Plans Rec'd R Plans reviewed by: O-Ael c 6 26 'Date: "D i ! ,'�] Approved ❑ Incomplete Comments. k,� iap+Ln cal 1+� �� -� ��-•' y I have inspected the above installation and found it to be I have provided accurate information for the above in accordance with the information and plans provided application and will install this system in accordance with with - p lication applicable laws and regulations. 9/f o� FIRE DEPARTMENT DATE SIGNATURE ATE SEE RI'.VE)PSE SIDE FOR INSTALLATION/INSPECTION CHECKLIST � �• Op~VE ,9 7� PRINT NAME PHONE# WHITE DQl4]GIIVAL YELLOW-TSSTALLER 3-c7 Home Energy Rating Certificate BUILDING DEPT Property HERS A A, � 3 �ntJ17 Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski JAN r 153 Pheasant Hill Circle Rating Date: 01-02-2017 Rating Number: 27200 TOWS of BAl�� M�i13L� Cotuit, MA 02635 Registry ID: 330917909 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 63 Efficient Home Comparison: 37% Better Heating 23.3 to Cost$647 Percent General information Cooling 8.6 $158 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 20.5 $981 50% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 56.2 $1962 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 62.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 74 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-40.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 805 Clg: 805 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher Energy Factor 0.46 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. .c 13UILDING DEPT. JAN13 2Q11 i�h , Fir i ►�4rtT trlA TOWN 0 �njt,6TABI E MAP BLjIQ)k\"G PROD —U�IS PO BOX 7 309 SiaGA'NiORE BCa<H;MAGj%5E2 IN'suL41iON CGRTIFIC;TION-Pelt LECC 303.1.7 BATT INSUI.ATiQN lExteri..or halls: Type: -Fit R-Value: Exterior walls o;her): Rw�nTs�S�C Type:se_b_ �z- T — L Man fac .urr.r: J J _ O --1-- _R-v iLie. Z. Interior Walls/Stairwell- Type; —•-- __ _I\4anUfaCisurer. Basem�e-n-tt Ceiling; Type r�pS hid:lufRr.t :e,; Flat Ceilings: Typ'j'; Manufacturer: R-Va1ue: Sloped Ceilings: —.--- YPe: blanUfdr:_ ter• . BLOWN IPjSl_IilaTIONraRi�LvSSI G - uSf Exterior wails: Type: nr, — cst4lfet/ thickness: Settled T�.icrc�ess: �---- _ - Settled R Value: _ fnsta, e —_ Coverage Area: _ r d density:__ Number of Bags;_ Flat Ceilings- Type; Ma l factor r; Settled This %b CCU ,vtCey�, 1ristalled thickness k "ess: 1 S y Se tlec R �ahue:. .�/ —_-- ._L� __._•_InsU red density: --.— a Area:. iZ2:p '' -Nurnbq _ Sloped Ceil"ngs Type b4 W - _�1�s 11�di}lrf2 n S WKW Settled - ..01,ess_�O`' __ •installed tnicitn. •.j6 SetrIrd f?-V,IuF fn5 at;e y; �6'Coveraae.Area: •�ensi-�5�'� " r For iYIAP Installed Building P.r6du TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application # Health Division Date Issued 3 0 l� Conservation Division Application Fee t n Planning Dept. Permit Fee (a"I- 0 V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �� Ph ag 0,V) 1-I l(� C[rC k Village [ Owner 0—C&L Uo Address _ �� Telephone - - logo Permit Request — c- a= �9'✓� t,MJM!e Li / Ck 90AILd C&V 67A4 C&:< Square feet: 1 st floor: existing proposed Ind floor: existing proposed Total new Zoning District 11rd Flood Plain C. Groundwater Overlay 6- Project Valuation Construction Type . 4� Lot Size t 2 47!V4 Grandfathered: ❑Yes ALNo If yes, attach supporting documentation. Dwelling Type: Single Family - Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes kNo On Old King's Highway: ❑Yes ANo Basement Type: 4 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 BUS LNG, APT Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: A] Gas ❑Oil ❑ Electric ❑ Other 'JUN 16 2016 Central Air: &Yes ❑ No Fireplaces: Existing NewOW44D� R�, i t g3Tod/coal stove: ❑Yes O Vo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;b No If yes, site plan review# Current Use C.0,4 )C�bj Proposed Use t APPLICANT INFORMATION (BUILDER OR HOMEOWNER) , P Name `ate Telephone Number coM Address License# M5-to Home Improvement Contractor# Email `l 0l- �� F Worker's Compensation # , 7� O&Z5 ALL NSTRUCTION DE IS RESULTING FF M THIS PROJECT WILL BE TAKEN TO SIGNATURE 1 DATE t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. BUILDING DEPT, JUN 17 2016 TOWN OF BARNSTABLE Home Energy Rating Certificate Rating Tuber Certified Energy Rater Chris Mazzola 153 Pheasant Hill Circle Lot 8 Rating Date 06/02/2016 Cotuit,MA 02635 Rating Ordered For Bayside Builders €stimated'Annual`EnerV Co,is Use MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 43.1 $596 30% 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% General Inf6rmation, Photovoltaics 0.0 $o o% 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 Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: 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 Lights and Appliance Features Sagamore Beach MA 02562 — 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. ticF nETp�� .oivn off°Barnstable, Regulatory Senices bsr Thomas Fe Geller,Director Buildinc Dlylsion Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wivw.town.b arnstable.maxs Office: 508-862-4038 Fax: 503-790-6230 Property Owner Must Cormplete and Sign This Section if Using ABuilder T, ds Ovmer of the subject property hereby authorize Ou. &Ikak to act on my behalf, in all matters relative to.wor authorized by this building permii application for: . (Addir-ss ofrob) (SiSnaturl of er Date Print Name Q'FOPMS:OvrgF'RPTERMISSION Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-005645a Construction Supervisor BRIAN T DACEV L PO BOX 95 �„ I CENTERVILLE MA 02T�2 , k V Z7, CA--� Expiration: Commissioner 04/19/2018 1 Construction Supervisor Restricted to: Unrestricted-Buildings of any.use group which contain I less than 35,000 cubic feet(991 cubic meters)of enclosed space. 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 l 1 Subcontractors 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 10/07/12 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 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 Department of Industrial Industrial Acc&enfs Pee ' 600 [YashiF emi Street Bastan,MA 02111 'M 5"Sv �f "f'oli4LU5o�Ef Y�FS&•L4- orkers" Compausat on Insurance Affldaidt: B Wrs/Contra.etars/FIectricians/P nmbers ARpHcant hfomatfon Please Pint Ltzibly V Z xf - 'j Name (Busiaess/Organiza�on/Ldividuai): t V312M=- M ." f Address: City/Statelzip: �(l1r�VI, 01 &. _�z, Phone y-: 1? 4 0 Are you an employer'?Check the•�,ppraprlatV Type of project(required-): 1.❑ I aTn a employe,.,, itl 4. m a general contractor and I 6• ( New consfizction , employees(full and/orpait time).* have hired the sub-contractors 7.2.El am a sole proprietor or partner- listed on the attached sheet.t 8. Demolition ❑Remodeling ship and haveao employees These sub-contractors have ❑ w rldng for me in any capacity. workers' comp.insurance. g, ❑Building addition [No workers' comp.insurance 5. ❑ W6 are a corporation and its id 0 Electrical repairs or additions required,] of-Ecers have exercised Cneir 3.❑ I ain a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions Myself[No worIM' comp. e. 152,§1(4),and we have no 12:[]Roof repairs insurance requirezt]t employees.-[No vvorkers' comp. =, *ancerequired_] 13.❑ Other *Any applicant that choo s boi#1 must also IM out the section blow showing their workers'compensation policyinfounation: Homeowners wbo•submit tlris affidavit indicating they are doing all work and then hire outside contract6rs must submit a new affidavit indicating such tContractors that checkt7lis box must attached an additional sheet showing the name of the sub-cozLtre btors and their workers'comp.policy infon33--tion. art earx.player truur awes for any crifflayees. 1�e1o3�is tFFep�liey¢rad�ola she LaZ�Q3•"F7tEribdY� ; , Insurance Company Name: Policy#or S elf-ins.Lic.#:_ 0 U 7 3 Lb b b _ ' Expiration D ate: — lob Site Address: f `" - �i�I amc City/State/Zip: AAa.ch.a copy of thewarkers' coFnpensatiou policy declaration page(showing the p6licy number and expftatlan date). Failure to secure coverage as required under Section 25A of MGL c. 152 cam.lead to the inposition-of crimi al-penalties of a fine up to$1,500.00 2nd/or one-year mnprisonineut; as well as civil pmalties in the folra of a STOP WORD ORDER and a flue of lip to$250.0G a day.against fe-6olaton 3P advised that.a copy o f this statement may be forvXTarded to-the 0ffice of Investigation.s•ofthe DIA for insurance coyerage verification. cl6 hereby y C2r�' uF�der the pains and petras�rss o,f°p�e:;�aay that fiw lq for°dacha pr owided abow is tp°�s�rtid carFPee Stature: �a-` Date: / r —r € frlgal use only Do not vrite fix Ells ffreat,to be coutpleted by city ur to -a ojf ci City or Tawm: P'ermi'Mcene Y Isstg Authority (circle cue): - 1.Board of Health Z.P:s lo°irtg Frepartm-e-t 3. C tTlTowa Clerk. 4.Eleati cal Insp-ecter 5.I''lunnl}ing Insp eefar (5.®other contact Persom: Phone : ®Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SIP Roof Beam1RB01 Dry 11 span I No cantilevers 0/12 slope April 20, 2016 14:45:49 BC CALCO Design Report Build 4516 W"ELWA- File Name: Bayside_Lot3 Cotuit Meadows Job Name: Atlgetat-Residence Vt�,� 0--b 1,*`1j Description: SUN ROOM RIDGE Address: L-et 8 6 Meadows .� Specifier: jlm City, State, Zip: Cotuit , MA ��e >`e.���� � Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 i 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 (Ib/ft12) 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 Deft U807 0.172" 9.7% n/a 5 06-00-00 particular application.Output here based ( ) 2 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 FRAMER@,AJSTM^, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMM,SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM®,VERSA-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 (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. Page 1 of 2 ®Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof Beam1R1301 Dry 1 span No cantilevers 1 0/12 slope April 20, 2016 14:45:49 BC CALC®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: 'Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof HeadeAR1302 Dry 1 span J 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: jim City, State, Zip: Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1-10 12 I11111111111111111111111111111111111 1 11 i 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" 430/0 132/0 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... Conc. 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. U999 (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 (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. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 ✓ ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof Header1RB02 Dry 11 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 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 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 BOARDTM,BCIO, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAM- 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 ®Boise cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 1 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: 12 14-00-00 BO B1 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. U328 (0.496") 54.9% n/a 4 07-00-00 Live Load Defl. U525 (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 (U180)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) ®Boise Cascade Triple 1-3/4 x 11-7/8" VERSA-LAM® 2.0 3100 S,P Roof Beam1RB03 Dry 1 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 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 FRAMERO,AJS-, 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-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 ®Boise cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 Dry 1 span No cantilevers 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: 12 IF 2 i 14-00-00 BO B1 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. U412 (0.394") 58.2% n/a 5 07-00-00 Live Load Defl. U764 (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 (U240)Total load deflection criteria. Design meets User specified (U360) 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 Boise Cascade Double 1-3/4' x 14" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 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 �►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 k. 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@,AJSTA°, ALLJOISTO,BC RIM BOARDTM,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT"' SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@,VERSA-LAMO,VERSA-RIM Member has no side loads. PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)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 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8 5 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W...............................................................(Fig 3).................................................. 52 ft <_80' Q Building Length, L ..............................................................(Fig 3)...................................................74 ft 5 80' Q Building Aspect Ratio (L/W) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8"5 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. <_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in. >7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in. >_ 15" N/A Plate Washer..............................:................:...............(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 5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................................... ... N/A i 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 Floor Bracing at Endwalls...................................................(Fig 9).....................:....................................... ....... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/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 Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft <_d N/A w= a AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.01 4.2 EXTERIOR WALLS' 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)...........................a.............8 ft Q Splice Connection (no.of 16d common nails) .............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)............................... Table 8( )..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 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. <_ 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. ................................. 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"<_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 U3 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. 2:7/16"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)1 -Y4HITl THIS EDGE RESTS ON FRAMING USE 8d NAtS II 11 , tl 11 11 1 !1 1Y 1 Y 1-I 11i t 11 1 1 1 11 11 11 11 11 11 11 1 1 11 11 _ 11 1 l 7 .c 11 11 N 1 II Y 11 If, 1 O 1.1 CD I I Q 11 i f a 1 - I co IL 11 Ir 1 a. II � II ►1 11 11 I I 11 S I - it 11 IL 11 II pj I IL II J 11 it a. 1 II Q II 11 W 1 11 11 11 It tl . 1 ? II t 1 1 I1 1 rl ,II II 1 /1 yl 1 06USLE EDGE `-- NAILSPACING } PANtt d �L 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 a z= 1 1 1 I 1 Ir II u m rmwgG MEMBERS EDGE M ERMEDIAT£ Lrr 1 � Z ff S'MIN: 1 1 STAGGERED 3"MNI, ?UUL PATTERN PANEL. PAWL EDGE DOUBLE NAIL EDGE SPAC94G DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment 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: 002 002 083 Street Number: 153 Unit: Dev Lot LOT 83 Road Name: IPHEASANT HILL CIRCLE -� T/R Sec. Road: T/R Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: I.PLBK 617/69-75 (APP 7-62) Date Added: Updated: Update DeleteRRA did A e httn•//iccnl?/TntranPt/Prnnrintn/TPmnPnrcP]'Pdit acnx?TT)=Add 1/1 f/2009 SMOKE DETECTORS REVIEWED i 3 O NBLE BUIL ING DEPT. DATE mom" FIRE DEPARTMENT DATE V � � 90TH SIGNATURES ARE REQUIREDZ AWO Z O ® ® �pEIEE LIEN cr NIts A r a o a FRONT ELEVATION m 0 SCALE: 1/4" = 1'-0" 2 Oy J � V Z QC O V w s Z43 O - a - a Luw H � (L aC Z (n w -1 �nD w ® ® ® ® ® ® ® ® ® ❑ u —1 E: 1: - E 1 O SHEET RE ELEVATION A AR E N SCALE: 1/4" = I'-0" JOB: 16i1 DRAWN BY: KW DATE. 5/25/I6 - •• N u zo 0 iw i�Ojn I� �I W� 12 L Q a z ••• ~ U G% w R FELIE � O a � � W ---J z LEFT ELEVATION m = SCALE: 1/4 I 0 I W W J U U _J 12 12 = ap zZ3 z 4 H cn w w Q � ( w ffl ® to ® ® HIL ® 3 mE: E o O J SHEET RIGHT ELEVATION 142 SCALE: 1/4" = 1'-O" JOB: 1611 DRAWN BY: KN DATE: 5/25/16 O" N W" " 14'-0" 5'-loll 14'-10' 4'-0" 12'-0" TW 24410-5 Yw/* 89 5/8'x6o 7/5' N O B (3) II 7/81 LVL DR _ BENCH --- .... -.. 51 p wr O .TIN 24410-2 112' LING 1 ._TW 24410-2_- ._._ _. �,.. a�+ _. _. .... ._._.. i 59 7/8'x6o 7/8' ® �® 59 va'x60 7/e' 16 ADECK ,_MI=Vl 5UN - o v I I ROOI'1 > r .. m. G 9 ®i -6t1� .. _ cb .. ._.. .. i8 O c CITE 2-0 DN. ... ~ °� PLUMBING ONLYTv IW (3) 11 7/ ' LVL1 HDR _ .._ FOR EXT. i,SHOWER W 15-CITE ' —- -- -- Now V 'r O FIRE 2-0 5Q p BUILT IN—) w w RA � STED 4ELVE5 ,ABOVE 21 J80 >'.t w.I.C. ° /Ulf/�iy�1/yy " ININ MASTER BEDROOM — r CARPET ` r, CARPET ��11 OAK p f VAULTED CEILING o ---------------- ! FLAT 0'-6" � N w � �. Tw 24410 O � O 12'-0' CATHEDRAL GEILI --- 1 < m - - 'w IN 1/8'x6o 7/8" n GARAGE t s �' GREAT ROOM ❑ <1OAK Q {/J GONRETE SLAB - - cb PITCH TOWARD DOORS ---------- o ¢ MASTER- TIN 2442 LQ 2 ::. T� 4'-10" a i - i_ n 6 i -�= " " •• BUILT LAB 9 W/ I t ,� 10 4 12 TILE 5o I/8 x53 0 �■T _ W pi $ -------------- ---- SHELVES ABOVE _1 TV I (2) 14' LVL er 66" A.F.F. FA m ZD M ABOVE LIN I;... SEE NARROW WALL 2-fi DETAIL TRANSOM ABOVE �: f^ fe RA15ED CEILING 7'-O'x9'-O' O.H. DOOR m ,.. 2 10'-6" C 12 5 N LLI GONG E APRON - T J FLAT CEILING o j2A .,5Q 2� �TILE� 24 6/8"x24 5/8' -1 KITCHEN ;;jr m G 255 o OAK p FOYER OA1r1 LINEN i OAK U 48 1/2'x4l 3/8' o -LI E i t R J 0 1 --- 2f C 5Q o -1 tj L I I 54 111-4 °I -8 1 '-11 1/2° 8'-10° tu CITE 14 (2) A21 10'-6' �ATNEDRdL CEILING 24 5/8'x24 5/5' N Q Q `v B�..aDROOM #1 7V no BEDROOM #2 W = W Z LID �� N CARPET CARPET � Z IL 0 1 F _ O m (3) 1 7/8" LV HDR _pi _� 3 m V 4 N ic m �m p u, �� o m v � 2'-6° 2'-�'° �13- 3'-6" 9'-O° 3'-(c" 51-2" 5'-10" 5'-0" -oil (1-00 T-o" "9n 7'-0° S14EET 16'-0" I6'-0" 12'-0" 14'-0° 8'-0" 66'-0" FIRST FLOOR PLAN JOB: 1611 SCALE: 1/4" = I'-O" DRAWN BY: KW DATE: 5/25/16 �1_D11 f�■ r-------�i u 4'-0" I I I6'-0° 20'-O" wr to ___ -------1_____--_L--__________ 0 o I f - ----- -- $tt--I '�t ICI IQ wool TW W16 1 I 2-2x10 GIRD� w I/S'x 18 7/8' rl, 1 6x6 P.T. POST, _ - a m GALV. METAL POST PIER K R I I 10' 'SONO TUBE' PIER wr I p O 2x10 e I s V 26' 'BIG FOOT J ' FOOTING TYP. I MONO 3 -- — — FIRE .... RATED I DWA�L I `' l i i i i 1 1 1 1 1 1 Z 1 UNDER L — — — - — — - -- -- --- — — ------ --- 8' 9' MPT PKT — HM PKT -- I CONC WALL I 161xt0' CONTINUOUS FOOTING TYP. ` box 7'-q' GONG. WALL 1 1 I w O I n Ib' t0' CONTINUOUS FOOTING TYP. r I I 13'8' I 141_0" I �9 141-0° I 71-81, I I I la I 'x 46' CONC. WALL 16'ma, CONTINUOUS FOOTING TYP. 2xIO I ( ) I I 1 w ••/ wood I GARAGE I l 17 r 016'O.C. I n 1 4' CONRETE SLAB I I I I I PITCH TOWARD DOORS I I 1—I L 1 r I :✓ I I .' I ��yytI I I I W NOTE: I I C ANCHOR BOLTS i 2x10's 2'-�'° 2XIO's I IOb I I EMBEDDED 7" I I e 16'o.C. ! e ib'O.c. I § v @'o.c. , I w o I I SPACED 32 O.C. I I I � I I I o I 12 FROM CORNERS WASHERS 3"x3"x1/4" I '. L t I I o DROP WALL UNDER I i, I I— BM PKT 1 -, i Y O i 1 SEE NARROW WALL I 1 tI ® I L J r J I W DETAIL I I L_� -- --- a I-- ------- - J 1 1 I I YI ylI I W — ———————— L t d+� I , I � o I _ FULL BASEMENT o I I L_j-J 3 1/2' CONCRETE SLAB ' VAPOR RETARDER 1 I I I Lu I I BM F. I I Z Z I I n1Qp j L_ I —— —— — — I 3-2x10 GIRDER I I lil !Q 3 1/2' DIA. STEEL COLUMN In 1 U l =cn Z O I I I (.,•. !XW'x12' CONCRETE PAD TYP. I %<: (L Q I 1 5'x 7'-q' CONC. WALL I 1 in I _ _ I ` I I I6'x O' CONTINUOUS FOOTING TYP. / I ' I .o Z m }_- (L o i _ REAM POCKET I 1 Q 44 P.T. POST I I I� A o ———————————— o _ u �1 TIE0■ ■SONG ( 28' 'HIG FOOT' FOOTING rrP. N �+ ————————————— Q 4' ° 3'-3" q'-q" 6'-3° SHEET 16'-0" 16'-0" 12'-0" 14'-0" 8'-O" 44 FOUNDATION PLAN JOBS I611 SCALE: 1/4" = I'-0" DRAWN BY: KW DATE: 5/25/16 . um zo MEW >f� J z h MEMO A 0 32'-0° 16'-01 16'-0" z RI ~ U 2x12 RIDGE BOARD � '=i O ASPHALT C 5/8' GDX RIGID WIND WASH BARRIER RE02UI a AT EXrEROR EDGE OF EXTERIOR Ws a C U 12 TOP PLATE 12 in 8� ob 8•O G �/Oe SIMP.iON H2.5 R38 F.G. INSUL. � ~ ��// �b Ixb 6 Ib" O.G. �/• FASTENERS AT ALL �. w ■A `oe9 6 O RAFTER /TOP PLATE s IW C JUNCTIONS TYP. •/6• Ir •i �C 2x8's P 16 O.G. (2) 1 3/4' x 14' LVL B 2x8s i 16'O.C. W Ix3 STRAPPING GREA7 ROOM KITCHEN (3) 2x10's � Iy�f�� �O+ 5x6 F.C. GYP. BD. (3) 2x12 MDR. i - Ixb TW BEAD HD. " ' Jr BETWEEN GARAGE♦ LIVING POST IN WALL O v AREA BLOCKING d'-O'O.C. (V BEYOND I I cr 10" COLUMN ►-1 li. GARAGE 1N IRST TWO JOIST AND RAFTER - i to v YS FROM GABLE WALL a TW 3/4' PLYWOOD i i v 6 co N 2x10's 0 16'O.C. W/ aD ■ SOLID BLOCKING 21 s P 16 O.C. w i i 1/21 F.G. ISWFA. J R30 F.G. INSUL. i i I/2' GDX SHEATHING 4' CONCRETE SLAB DECK j j TYVEK / W.C. 514ING U(L PITCH TOWARD DOORS BENCH NOT SHOWN r ii . - . ..,,._... :.,..: OG P.T. 2x8'e i I6'0.CP.T. 2x10 P Ib' (3) 2x10 GIRDER TYP. . V 2-2x8 GIRDER 4x4 P.T. POST GALV. METAL POST ANCHOR 3 1/2'Jl 5T E C OL. IO■ ■50N0 TUBE' PIER W/ x30 x12 FOOTING _ 1 w 26 BIG FOOT" FOOTING TYP. i 24--0" L-� L v Z 10' ' TUBE' PIER W/ Q 0 26' 'BIG F " FOOTING T1 P. 3 1/2' CONC. SLAB Q Q Z — Q Q O Jl.fl w 30'-0° 5'-00 Z m (� U1 O 3mv SECTION 1 B" SECTION "A" SCALE: 1/4" = I'-O" SCALE: 114" = I'-0" SHEET 51 JOB: A" DRAWN BY: KW DATE: 5/25/16 e N 50'-0" M W Cq r�w IW V �• w O Q — 14' O° 14'-0° ul w I O w 0. GARAGE N n � O oe L I O W m d m I W J I U I J _J = Z V I— cn Q LU Q � Ll J www I Q 'Lno j j tu 3m O J SHEET FIRST FLOOR FRAMING PLAN CJ SCALE: 1/4" = I'—O" 2 JOB: 1611 DRAWN BY: KW DATE: 5/25/I6 - � N 14'-0' (3) 11 7/8" LVL NDR N 0 Lu n o W � > z J h �•••i r w ■■/0/� FiI � .. (3) 11 7/8" LVL NDR z MEMO W W < O W .ar �- O 12 RI E 2x12 RIDGE y� N O 1mi` r � W _ � M t� W r l WW 10 z 202 RIDGE 1I��r O � � a W -------------- �/1441 N BEARING WALL Lu Z - Lu w N W 4 �— 'BUILD OVER' VALLEY W = W - rL zm � H - - - - Q LO Lu BUILD OVER VALLEY' 3 tt1 O (j) H 12'-0n O J 26'_0' SHEET ROOF FRAMING PLAN S3 SCALE: 114" DRAWN BY: KW DATE: 5/25/16 uW • EXTEND HDR TO CORNER _ 2x6 DBL TOP PLATE INRAFTER al) 16" O.C. Q /I �i/^� FULL HGT. STUDS RI JACK STUD NAIL TOP PLATE _ `�� ° TO BTM OF HDR APPLY 51MPSON MSTA18 CONNECTOR a ° H2.5 ® EA. RAFTER W O W/ 2 ROWS OF 16d NAILS ON THE IN51DE FACE OF HEADER ® 3" O.G. TO EACH JACK STUD r J rs STRUCTURAL PANEL ° TOP PLATE NAILED 5d COMMON HEADER CONTINUOUS HEADER °° ✓' is is ® 3" O.C. EDGE AND FIELD - CORNER TO CORNER M OVER MULTIPLE OPENINGS W Ln DOOR TRIMMER STUDS j "•�j, Imo,., SHEAR WALL COMPLIANCE: RAFTER TO PLATE CONNECTION MAN W 2- 5/5" ANCHOR BOLTS II W- 30% OF EACH WALL RUN O SCALE: N.T.S. VERTICAL SHEATHING WITH w/ 3"x3" PLATE WASHERS 8d NAILS 3" EDGE/12" FIELD EACH NARROW WALL SECTION M O (4)16d NAILS PER FT BOTTOM PLATE UJ Y.� L- 15% OF EACH WALL RUN 4 20% HDR > W-8" T=i ' 47 VERTICAL SHEATHING WITH w a Fro 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE U) ix JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING m W O NARROW WALL BRACING AT GARAGE D COMMON NAILS BOX NAILS rrOOR � ,Q SCALE: N.T.S. ROOF FRAMING m 2 BLOCKING TO RAFTER (TOE NAILED) 2-5d 2-10d EACH END /y� ^ RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END `_! EL WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS to STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.G. - DOUBLE ROW HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES V STAGGER BO PL ATES ILATES FLOOR FRAMING 2x6 DBL TOP PLATE V JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd 4-10d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2-6d 2-I0d EACH END J Q BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK J LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST = w JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Sd 3-I011 PER JOIST w [� BAND JOIST TO JOIST (END NAILED) 3-I6d 4-Ibd PER JOIST V F (� BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT Z Z 3VERTICAL J STRUCTURAL PANEL ROOF SHEATHINGQ N On NAILED COMMON ® 3" O.C. EDGE WOOD STRUCTURAL PANELS Q AND 12" IN FIELD w T RAFTERS OR TRUSSES SPACED UP 70 16" O.C. ad IOd 6" EDGE/6" FIELD W = V RAFTERS OR TRUSSES SPACED OVER 16" O.G. 5d IOd 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 5d IOd 6" EDGE/6" FIELD L GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL Bd 10d 6" EDGE/6" FIELD Z m r N OUTLOOKERS 15 GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 5d IOd 4" EDGE/4" FIELD +— CEILING SHEATHING = DOUBLE ROW 3 m v STAGGER NAILIN GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD INTO BOX AND SILL co WALL SHEATHING II 11 Ii WOOD STRUCTURAL PANELS O STUDS SPACED UP TO 24" O.G. 5d IOd 6" EDGE/12" FIELD II Y7' AND 2%2" FIBERBOARD PANELS Bd - 3" EDGE/6" FIELD Ya' GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD SHEET FLOOR SHEATHING !B� II II WOOD STRUCTURAL PANELS II I" OR LESS 5d IOd 6" EDGE/I" FIELD OFULL HEIGHT SHEATHING -SINGLE FLOOR GREATER THAN I" 10d 16d 6" EDGE/6" FIELD JOB: 1611 SCALE: N.T.S. DRAWN BY: KW DATE: 5/25/16 Foundation Certification In Barnstable., MA Prepared For : 153 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-083 Baxter Nye Engineering y CQC Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J . g g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y Page 158 Phone = (508) 771-7502 Fax — (508)-771-7622 Minor.Modification No. 1 ® Deed Book 22249 Page 282- Scale : 1" = 20' 08-24-2016 Job Number: 2005-214 PBEASAW ,HILL CiArze 00, u� ��� y?'o N B3'3 3° E �' • .� 24.66 R-129.58.� A=79.46' CL (n o 12.0 N 14.0' N ? ao 0 16.0 of • o 0 8.0' #153 16.0 EXISTING FOUNDA TION LOCATION DATE 08/24/16 0 16.0' 36.0' N n a 3 Z 16.0'Cd o o N 14.0' 8' W J LOT 83 12,425 S.F. , 0.29f ACRES 0 N/F BLAIR K. KROSEL DEED BOOK 29324 PAGE 100 N 77-024 8 PARCEL ID: 002=002-084 N/F COTUIT MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BOOK 23161 PAGE. 59 PARCEL ID: 002-002 OPEN SPACE 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 tggqq c+ BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO `�C7 PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND .IS NOT LOCATED WITHIN A SH"ANE � SPECIAL FLOOD HAZARD AREA. _ • ` 4 6 MALLON �e THIS PLAN IS NOT TO BE RECORDE�NOIS IT TO BE USED TO ESTABLISH PROPERTY LINES. " K©.46687 SS��� -t REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE w� . 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 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED OPEN SPACE , HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS } PROTECTION ACT REGULATIONS (310 CMR 10)," LOT " w _ i 0 �' „� `�90 SITE DO NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP _..---- OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. G `-�--=""� _`— '' 0 i� ' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER • G _ -- G x 83.7�� W _ ,,,�„• �`"''''^ R�`�e9 i 1► 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES G 83' W W INV.- W� � se ► 'LOT 16 UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, INV �- �` 49 � _. S ' '�rl' � W ; SITE SWITHII REGULATIONS STATE CURIO) ZONE it GROUND WATER .13 INV IN-S5. ®�L. S ..- Al \ .rye LF- sDR �� �'v� �M IINMV CZF-' se.15 � � RECHARGE PROTECTION AREA NOW! W � 63.10 CONSTRUCTION NOTES: STOP 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE 2 __ %w Yn T y 1 4 64. c , SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED ^' + -' 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. (51 0 — o$ CLEAN ,8 �,' o �`, 2. ALL GRADING, M4114AGE, AND UTIUTY NOTES ON SHEET C-5 FROM !OP N SPACE �, OUT _ THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, R 1" NE 64'� 64.25 �� DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. #10 _ D "" 64.2s r+ 63.s u� 3, SEWER BUILDING CONNECTIONS: 14.0' N < ,` ,Q — MIN. COVER SHALL BE 3 FT. OT 8 MIN. PORCN � r ++ � j�9�� - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES INV. 6 43 ' 18.0' � i +� / �� AS REQUIRED BY BARNSTABLE DPW. �8 b °' , - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1 X. 64. a �a PROPOS1 64'8 18.0 EFF-53 DOUSE 1A N I a " +i GARAGE 64.0 SLAB '. 64-84 + ,�',� Cotult Meadows Subdivision D , ; Q� ^ r/LO 84 vo E ,� CotultaBarnstableg Massachusetts D RD PREPARED FOR + j � t COTUIT E UITABLE H '; ¢ x62.7 �, LOT 83 i . Q OlISIIVt�'i! LLC 12,425 S.F. w3 �//6&5 ,J` �'•,�, P. 0. Box 95 0 29f ACRES - wLIJ Centerville, MA OM2 w3 X! ((//t►y _ Site Plan �+ `�' Lot 83 ow 183 Pheasant Hill Circle OA 10, i . ®� �\ �l x82.67 _Ac_K BAXTER NYE ENGINEERING & SURVEYING VEG"ETATED"� E 4 ,' Registered Professional � r ; ,2 DEEP Engineers and Land Surveyors RAIN GARDEN � N (250 C.F. OPEN SPACE 78 North Street,3rd Floor,Hyannis,MA 02601 `'✓ TOP°R-s� , I �o �P `��� �OF 04 �°i Phone-(508) 771.7502 Fax• (508)771-7622 BOTTOM_GT i /� MA M. , o tO� � `3' 20 0 20 40 U c°Dv+i N N� No.43183 P �_SS SCALE IN FEET ` �U S'U"1N'- SS/01NAL LNG SCALE: 1" _ 20' DATE: 6-13-16 REV. DATE: REMARKS L0Tw83 . MANMNG NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214