Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0040 PHEASANT HILL CIRCLE
J _. . --1 e -� s { ,` � � 4 j . O, ? . �. ,. t�� Application Number.......'e `* EL4FIMAS= '��i� PeimitFee:..:. '................. ............OtherFee......................... NAB& Eb Mfg r Total Fee Paid ..... TOWN OF BARNSTABLE Pew Approval by.... .......:...... on. 3 BU LDINO PERMIT 6 �2Pa�ei.. ��1.......... ........... Map........................................ . APPLICATION Section 1 Owner's Information and Project.Location Address �l.% / �d T Village Project Owners Name % 74 6G`yS� U Owners Legal AddressAl ,� Zip City State ,� �. Owners Cell# �l'�� �iL E-mail e fOL�.v%�7L° Section 2—Use of Structare Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 -Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ' ❑ Demo/(entire structure) Finish Basement ❑ Fa�Y/�IIe�3' El Fire Alarm. Rebuild ElDeck Apartment ❑ Sprinkler System ❑ Addition [] Retaining wall ❑ Solar El Renovation ❑ Pool El * Insulation Other—Specify Section 4 - Work Description Ilk _ T Ad nnd;ded:2/9/2018 I - Application Number..................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure 2 94.6 5 Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist ❑ WFCM Checklist Design . Section 6—Project Specifics ® Wining ❑ Oil Tank Storage ' Smoke Detector's ❑ Plumbing ❑ Gas ❑ Fire Suppression Y, �'❑ • I—�r dI W glac be Heating System Masonry Chimney Water Supply Public 0 Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:, I am using a crane ❑ Yes El No Section 7-Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated:2/9/2018 E: Application Number..........:..................... Section 9—..Construction Supervisor Name%'� Telephone Number k� ��o �/�� Address State A'7-1 Zip 0 ze�057 License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts,State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number z Address City State Zip l Registration Number Expiration Date r I I understand my responsibilities under the rules and regulations for home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and-the Town of Barnstable.Attach a copy of your ILLC... j Signature Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number t�17&? CY or Work Number�0 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. understand the construction inspection procedures,specific inspections and documentation required by 780 and own o Barnstable. Signature Date APPLICANT SIGNATURE Signature Date4_ �D Print Name Telephone Number 15—,/ E-mail permit to:106,;r?,, Section 12-Department Sign-Offs Health Department Zoning Board(if required) Historic District ❑. Site Plan Review(if required) ❑ Fire Department ❑ i . a � . Conservation ❑ � �' . �� ` ; ' t� , R. ,... For commercial work,please take your plans directly-to the fire department for approval Section 13-Owner's Authorization , Y I, as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to`work authorized by this building permit application for: (Address.of job)-_ Signature of Owner date Print Name k Last updated:219/201 S { 1 l / - � �i�%�-�� Bowers, Edwin From: Bowers, Edwin Sent: Thursday,June 07, 2018 8:54 AM To:` 'top.sirloin@hotmail.com' Subject: Permit/Application:TB-18-1499 at 40 PHEASANT HILL CIRCLE, COTUIT for Building - Alteration INTERIOR Work Only- Residential Please provide additional information on Primary and secondary means of egress And energy code compliance info Edwin Bowers l Town of Barnstable Building Inspector 508-862-4025 i d/• \L�� Bowers, Edwin From: Bowers, Edwin Sent: Thursday,June 14, 2018 10:12 AM To: 'top.sirloin@hotmail.com' Subject: Permit/Application:TB-18-1499 at 40 PHEASANT HILL CIRCLE, COTUIT for Building - Alteration INTERIOR Work Only - Residential Application does not comply with 780 CMR R 311.1 Egress,Also will need to meet Light,Ventilation and Energy requirements Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 1 " 3 35'-6' 14'-O• 14'-D° r v 12'_2" 5'_4' 4'-0 1 - �- = W. 4. _ 2-2z10 GIRD ; TW 3016 O 1�WR 6xG P.T.POST 3'-B' m I GALV.METAL POST ANCHOR :I •I I 10''SONIC,TUB E'PER W/ lz r 26''BIG FOOT'FOOTING TYP. V . I 2xlae ~ I 16,BILco I ° n I <'I .I6•o.c. I w sLAe Q t BULKHEAD — j DOOR W/ I `1 I I RAT D _ W." U IL IbROP T o r1 ` III I I I 1 Bn PKT Bn FKT I BM PKT 1 I S'x 7'-9'CONIC.WALL i 1 Q S Wx]0'CONTINUOUS FOOTING TIfP. I 4V I 1 7'-2° I 141_0. 14'-0' 0'CJW5 FOOTING n 1 i zx1a. I r ®J j I B. 16'x1 46 OH�wNc.WALL4 1 •16•o.c. t—� I I GARAGE z§I m O 1 1 I L J ICONRET SLAB I m m a 1 PITCH OR TOWARD DOS 1'iI L�J L J 1 I 2x1o'e I wow. 2-6" 2x1o's I I 1 TW 9016 .16.O.C. ? .•1 r J .1vD.C. 1 ;I I 1 FINE L I N E o 136 I/B'x 18 7/5• T I O 1 1 I I I I.til ARCHITECTURAL I BnPKT ��J � I 1 _ I :1 DESIGN 1 r®�m l DooRs TTP � •:I C�_� L J I I ^j' SEE NARRow WALL _':I L_J I I DETAIL L 5M.420.12% -------------J µ OSM BAY ROAD I ————————— —NOT 02655 L <, 5/0°EANC44OR BOLTS I s EMBEDDED 7" L I—.J iV SPACED 32" O.C. 12" FROM CORNERS I FULL E BASMENT i o i WASHERS 3'x3°xl/4" 3 1/2'CONCRETE SLAB VAPOR RETARDER _ 1 U) 6 I I T Bn FKT I V TW3016 I I 1 r— J =I Z 36 I/B'x IB 7/e I L. J6r-- —— —-� is —— I Q 9 3-2x10 GIRDER QW N �3 1/2'CIA.STEEL COLUMN 3Ok3O'x12'CONCRETE PAD t B'z 7'-9'CONC.WALL i ? �q 16'z10'CONTINUOUS FOOTING 1 L BEAM FocKEr L-------- ®,t ----------- mJ+ t,. .+ — — - Ji - __-_ 4 4 P.T.P05T 111 V ALV.METAL POST ANCHOR p ---- -- D J _—LSONIC,TUBE'PIER W/ cV tY Y - : '•BIG FOOT'FOOTING TYP. SHEET T-6" 14'-0' 12'-0' I6'-0" 14.-0" 51 63'-6I' FOUNDATION PLAN JOB: 1606 SCALE: 1/4" = I'-D" DRAWN BY: KW DATE: 3/IB/I6 rp- 14'-10' 14'-10' 6'-10" . 14-0' 14'-0" m TW 24410-3 II'-6' 2''6' U 0 89 6/8k60 7/8' ' O — (3)I11 7/5I LVL UDR B rr 1Q O w ^ .. TW 244I0-2 - Iz'C ILING TIN 24410-2 0 n BULKHEAD Z 12XI6 DECK- 69 7rekb0 7re'- @ ® 69 7re'[60 Ire' '0ob -- MAHOGANY SUN I ' ~y n e e ROOM I p Q IA ii ..1 W 9 M-4 U 4 LUTE 1.g c 3Q 16B -I DN. zs M Fri OO 5-LI IS-LITE 2A FIXED .. - 7 - 15-LITE .....,.., FIXED (3)II 7 B'LVL HDR HALF WALL O WNiiNiiNiii •. BUILT IN O 2$ FIRE ' n 2' 0' M 29 L SHELVES ABOVE RATED - N W.I.C. * ---I IASTER BEDROOM DINING - VJ W IA CARPET _ CARPET w O VAULTED CEILING OAK I m ' 10,-6'9FLAT _- ------------------- V Z co 12'-0'CATHEDRAL CEILING p y GARAGE Tw 10 m O o N GREAT ROOM -1 �} CONRETE SLAB so 1 � re' � � d 5 - i m OAK - 7 PITCH TOWARD DOORS 2'_9. TILE _ TINz44z AST R g]3 _ __-- o O ATN e 2 4'-10' FINE L I N E 30 I/w" TILE 12' 4' - 10'-4' 3' B' BUILT IN II'-4° 0 ARCHITECTURAL lk R o SHELVES ABODE• ___Y--- __ DESIGN (2)n'ALVL 2A foo- SEE N�DDROW ETAI WALL . n - RA15ED CEILING 2& vl m j u TRANEOM ABOVE 508.420.1295 C 12 5 10'-6' 1= 7'-"'-d O.H.DOOR �I' 8 WEST BAY ROAD. 24 6/B5Q4 6/8' Mw - - .. L OSTE02 RVILM 655 MA . TILE 2k 6p 2f' FLAT CEILING CONCR E APRON c A KITCHEN Q 0 LINEN iv OAK FOYER O OAK ® C 235 1 m OAK I . • CL I5-LIT AA - 0 481/2k41 3/5' - - . o.o 6B 3'-II 1/2" L � F_ I J TIN24410 14'-3 3/4' LITE lZ 30 I/8'z60 7/6' I01-6'CATHEDRAL CEILING BEDROOM #2 o N F SEb OOMI#1'r CARPET 7,y p ! _- _YIAHOGANr s N PORCH ._ N W I I _ • I I o j {m- � iv CI � 1 g ;2 N S SHEET T-O' 7'-0' 6'-0' 6'-0' 5'-O' S'-1Ol 5'-2' I V 14'-O' 12'-O' 16'-O 6,3'-6' FIRST FLOOR PLAN JOB: 606 SCALE: I/4" = 1'-O" DRAWN H7: KW DATE: 3/18/Ib L 0 v W � • Uo EIP ya 1 J st' ya A�/lz� T 00000 �> Ocp ;57/ .7A ,4 r el�l�ff -70 e5? r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name(Business/Organization/Individual): 7. L/ /// , Address: . City/State/Zip: Phone#: Are you an employer?Check the appropriat box: 'hype of projecf(required): 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New contraction employees(full and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, �Demolition working for me in any capacity. ` employees and have workers' 9 Building addition [No workers'comp.insurance comp.insurance. required.] .5. We are a corporation and its 10.❑Electrical repairs or additions r 3.El I qu homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.[]Roof repairs insurance required.]t - C. 152, §1(4),and we have no 13.[�Other employees.[No workers' comp.insurance required.] *Airy applicant that checks box#1 must also fill out the section below showing their workers'compensation policy mforination. 1 t homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state vyhether or notthose eutities have .employees, if the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.LLiic.#: Expiration Dater" j Job Site Address: y� /� S D�,/�'/ City/State/Zap: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL e. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year'imprisonmmn as well as civil penalties tithe form of a STOP WORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance cover a verification. I do hereby certify under the pa_w* #and p aId f perjury that the information provided above is true and correct. Si ttae: Date: Phone#: Of use only. Do not write in this area,to be completed by city or town offcciai P City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plnmbing Inspector. 6.Other Contact Person: Phone#: Town of_ Barnstable p Building Department-200 Main Street x Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-729 CO Issue Date: 8/11/2016 Parcel ID: 002-002-003 Zoning Classification: RF Location: 40 PHEASANT HILL CIRCLE, Proposed Use: _COTUIT Gen Contractor: BRIAN T DACEY Permit Type: Residential Single Family A Comments: Building Official Date: t r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 02 Parcel 002- O03 Application A• J / Health Division Date Issued Conservation Division Applicat ee Ub Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board l�] Historic - OKH _ Preservation / Hyannis I / Project S7�9d_ ress ! ri� Village Owner T Address Telephone - - Q Per Request rl dn& A a&_.,\aK a Square feet: 1 st fl or: existing proposed 2nd floor: existing proposed Total new47Y-V Zoning District Flood Plain Groundwater Overlay �nl Project Valuation * Q Construction Type Lot Size 0. Grandfathered: ❑Yes ®'No If yes, attach supporting documentation. Dwelling Type: Single Family M Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes U No On Old King's Highway: ❑Yes 2/No Basement Type: C(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 F el: C�Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes CN'No p 9 � 9 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: 0 existing e0 newer size— Attached Attached garage: ❑existing ®/new si1zy eXay_Shed: ❑ existing ❑ new size _ Other:+; Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes O No If yes, site plan review# Current Use �Q�� � b7L Proposed Use APPLICANT INFORMATION -- _ (BUILDER OR HOMEOWNER) Name / / fir!' Telephone Number 50- 7 7/ Id D 4DAQ — li � Address rO X /0 License #��� (p 7 �PPkrYL& . �/7 JPIZ 02 Home Improvement Contractor# Email &W,-dl Q Worker's Compensation # AC,fd 0 7.34006 10 ALL CONSTRUCTION DEBRIS RESULTIN OM THIS PROJECT WILL BE TAKEN TO S Ql,YVAI l LQ/'Yo SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION.# DATE ISSUED MAP/ PARCEL NO. ,ADDRESS VILLAGE -OWNER DATE OF INSPECTION: FOUNDATION FRAME 2A(*)t (% J 17j*h6 ' INSULATIONjJS orc bloy�l6 km�✓ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL iFINAL BUILDING LSSE CLOSED OUT OCIATION PLAN NO. Home EnergyRating Certificate RatingNube° g Certified Energy Rater Andrew Popielarski 40 Pheasant Hill Cir lot 3 Rating Date 3/15/2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders Estimated.Annua Energy Cost Use MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 41.5 $629 31% HERS Index: 65 Cooling 3.3 $195 10% Hot Water 13.1 $158 8% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 20.3 $1046 52% General information Photovoltaics -0.0 $-0 -0% Conditioned Area 1744 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Total 78.1 $2028 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. 2009 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. 2012 International Energy Conservation Code Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 57.00 CFM25. Ventilation System Exhaust Only: 61 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-31.0 Window Type U-Value: 0.300,,SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance Features - sagamore Beach MA o2562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 662.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 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. °p3RETp�� diva of Barnstable. .egul.ator Senues nniwsrt.er ,Q Thomas Fe Geller,Director Building DIVISl 0Il Ton Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Of9ce: 508-862-4038 Fax: 50.8•-790-6230 Property Ovvne' r Must Complete and Sign This Section If Using .A Builc'er ;is Ovmer of the subject property herebyauthorize _ / to act onmybehalf, z herebyytaut�ori a IT, all matters relative to work authorized b building permit application for; . (address of-job) /rpG Signa e of Ole Date Print Name Q:FOPMS:O1T'nERPM41SS10N DeparttnenI ofIndustr ia-1 Accidents Office aflizvesidgadons 60 e€s zingtori Street w Boston,.lam 02111 mmass e ovIdia Workers' CompeEsedon Insurance.Affldaidt; B d rs[Cont-a ctors/FIeetiicians/Plambers Applicant forma-ion Please Pi Mt Lej y NBC(Business/OrganizaLion/Lndividual): 3-1 -- ` `f f Address: city/State!zgp:69:k/&V/, A 1- 672S32, Phone#-: Are you an enaployer?Check theIpprdprzate boM., Z7p.e o project(required): 1.❑ I am,a eruployer with 4. YI am a general contractor and I 6• VNew construction employees (full and/or part time). have hired the sub-contractors 2.❑ I art a sole proprietor or partner- listed on the attached sheet.t � ❑Remodeling ship and have,to employees These sub-contractors have 8. ❑Demolition ivorldng for me in any capacity. workers' comp,insurance. 9, ❑Building addition [go workers' comp.insurance 5. ❑ W6 are a corporation and its required•] officers have exercised Their 1d❑Electrical repairs or additions 3.❑ I ani a hoamowner doing all—work: right of exemption per MGL 11.❑Plumbing repairs or additions myself-[No workers' comp. c. 152, §1(4);and we have no 12:❑Roof rep airs insurance require..]t employees. [No workers' 13.❑ Other colnp.insurancerequired.] *Any applicant that checks boi#1 must also fill outthe section below showing their workers'compensation policyinfomaation t Homeowners wbo,submit i l is affidavit indicating they are doing all work and then hire outside contract6rs must submit anew affidavit indicstin.g such, tConiractois that cbeckthis box must attached an additional'sheet showing$ie name oftha sub-contractors andtheir workers'comp..policy inform Lion. l'era crrt eFr�gfayer that isravding tvarkeFs'eompenstiaaa iFisrr aneeor any employees. Belo3v is t/F.elrotiey grad fob see E7Z�Q3•"F1tEFiLDF�. ; Insurance CompanyName: � �* /I . Policy#or Self-ins.Lie.#:_uJC�QU 7� `X� �(1 Expiration Date: / Z/1/7 lob Site Address: 7 L Qf77 //1/l (iJl �Q Gity/State%zip: 6 .Attach,a copy of theworkers' campensation pol dy declarati€rii gxge(sho.Timgthe policy number and.expira .on date). Faihsre to secure coverage as reTu edimder Section 25A ofMGL c. 152 can lead to the imposition.•of.critninalpenaldes of a fine up to$1,500.00 and/or one-year imprisonment, as well 3s civil penalties in the,foam of a STOP WORK ORDER and a fine ofiipto$250.0GIa day.against the-jjo tor. 3Padvised tat-a copy of this statenlrnt may beforaTardedto-the Office of Invostigations,ofth-e DU for insurance coverage vgerifiication. eta here y cer ttJ ep and petraftf-es ofpeiYauy that the irtficprna an ppraidderg abow ig I°rze dad carr•eC Stature: t a— Date: ' 7 / O ufrlef arl use are.y Do Prot-write an This area,to be cmitpleted by chty or taivn 0ificid City or Tawm- P'ermil�,ll.,fcense 7 Issuing AUAo,14ty (Circle one:): I.Board of Health Depsxtr:,.ent 3. Ckyffown, Clerk. 4.Electrical hi-spector- 5. ector is L ®they `con C P`Erso : 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 10/07/12 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 Massachusetts Department of Public Safety I F Board of Building Regulations and Standards License: CS-005645b� Construction Supervisor ! A, BRIAN 7 DACEV PO BOX95 CENTERVILLE_MA 0263�� 1i Expiration: Commissioner 04/19/2018 1 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of k 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 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' DELUXE VILLAGER MODEL-COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. .................................................110 mph Q Wind Exposure 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 5 12:12 MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 52 ft <_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 O enin 2 ..::......................................(Fig 4 6'-8"< 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................................................... ...................................... Q ConcreteMasonry..................................•.... ............................. ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .............................. ............(Table 4)....:.............................................. 32 in. Q Bolt Spacing from end/joint of plate ..............:.............(Fig 5)................................:........12 in.<_6"—12 Q Bolt Embedment—concrete.........................................(Fig 5)...4..................................:...........7 in.>7" 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).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...:.... .............................. N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls......................................:............(Fig 9).................................................................... �( Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).:.................................. [� Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. 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' 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 StoryOffsets ..................(Figs 7&8 ............................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............:................................(Fig 11)...................................:......... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6 .....8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)..............................................................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 Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................. ........................................ 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)....................................I..................12 in. Q Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6'-8"<_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. E 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?............. ................................. ........... ................................................................ I 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 1 AWC Guide to Wood.Construction in High Wind Areas:110.mph Wind Zone Massachusetts Checklist for Compliance (7so cMR 5301.2.1.1)1 -WHEN THIS EDGE RESTS CN FRAMING USE&J NAiL$ AT61o.c. 11 11 11 II 11 1 - II 11 1 it 11 11 1 11 II 11 11 11 N ,•1 ,( 7 11 I L A 1 I1 `C 11 1F. 1 m IL II Ir .1 IL 1 IL II LLLF ii 1 I! IL - 1I Q I I 11 W 1 11 71 I I V I I 1 1 ~ 7 11 11 II 'T.d' 1 la r n LI LI 1 4D IME S)GE `------- NAILSPACWG I i PANL d See Detall on Next Page Vertical and Horizontal Mailing 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 S a 1 � UjZa 1 1 71 1 1 f I [t Y7 a la i FRAAgING MEMBERS i 1 1 EDGE RdiERMEDIATE 1 ♦1 1 Z 1 1 � �• 1 1 i Y y • 1 i (v l� J"MIN. I � STAGGERED 9' MAIL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment I N CeI O r ,h $TABLE SMOKE DETECTORS REVIEWED U c l--hL Z a ' 1 -•;' 1' „ , 6 i B BOIL 1 o DEPT. DATE W Q J IA J 1� FIRE DEPARTMENT DATE cb BOTH SIGN T O W~ QU/REO FOR PERMITTING Q W 0 Z 1U m a o ❑ Win = ® h � O ® � ® ® �- z 1 ®�� m I m 01, a 4 FINE LINE ARCHTfECTURAL FRONT ELEVATION D�E-S II G`NN SCALE: 1/4" - V-O° t +c] G'✓ ' %8.4200..1296 - 8wmmyS - 0.SiE8V81E W r 02fi W3 u o ° o LJLL �I 514EET REAR ELEVATION Al SCALE: 1/4' P-W .IOB: 1606 DRAWN BY: KW DATE: 3/IB/16 N tmp Lj Q ph w JwIL 2 Bo m a c D 17 W f N 'Q a Z m o m m nn FINE LINE - ARCHRECfURAL L---� LEFT ELEVATION ESI N SCALE: 1/4' 1'-0' - 508.420.2 ' BWESf BAY ROAD .• .. MERVILLE,W 02655 12 -11 Z �PE go 9 SH EETT/� L---J L---J /A�2 RIGHT ELEVATION SCALE: 1/4" = I'-0" DRAWN BY: KW DATE! 3/I5/"; 63'-b• N 14'-0° Cl) T1-124410-3 O w O. ______ _."_ ___ ___ � (3)II]/B LVL IDR B 0 - Y•�� 4w_ SI W W _TW 24410-2_ 12'CEILING: TW 24410-z o _J ^F Buu EAD I:W6 DECK 59-716'XW 7/6•_ ®I I® v+Ire'b 7-' m ?,,,° > " SUN O w z LITE 2 U LL P B 6-LI ��'y�'� I -LIT N N �i W Q p - —! 2fi —I FIXED 15-LIT FIXEDE(3)II]B'LVL NDR cif HALF WALL W crn BUILT IN 2@ Q S = 29 S 2'I-B' aVES ABOVEQ RATED - T WIC i' [ j r•n Id-b'Y FIAT [ • ------0 ------------------- w u.RpEr MASTER BEDROOM k t O VAULTED CEILING ! e z 12'-0°CATHEDRAL CEILING $ GARAGE TN ID GREAT ROOM V. M m r I, e r ❑ OAK ---- PITCH TOWARD DOORS {� OI Q° .0 2-g TILE ------ --------------- p _ TN 2442 AST R. 2fi `� o . 0 3D I/B'k63' FINE LINE TILE 12'4' 10'-4' B° I. I BUILT IN it-4° E' p _ O ARCHITECTURA 3 fi I avEs DESIGN L - £ I N.F. _ Y•�.s. (2)14'LVL _ 11 BEAW ® ` a W. D" 3 fi - lldjj CL E 2 I O SEE NA ET WALL C 12 S RAISED CEILING 21 - W. L - I I'�f' TRANSOFI P.BOVE 506.420.12% id-b' L E T'-dx9'-O'O.H.DOOR WEST MY ROAD BA m L- BOSTEWL E.W 24 6IBSQ4 5/6' -;D�S� 2fi 2 fi m FLAT CEILING E APB 02655 a�tl r v KITCHEN ___ _ LINEN I', n OAK FOYER OAK I - Ir o c z36 � 2fi 4B in'x41 3IB• 6p t I ( I O O III'-4 I/2°1 3B r I I IL(1zK w TW 2441D 14'-3 3/4' I LITE L- r J z O 10'-6°CATHEDRAL CEILING - -._ _. _ 2 BEDROOM #2 m T, OO # �. -: ,.._ ...- -- CARPET iv `e J ... RAHOGANT PORCH o m to s L2_ U _ SHEET 7'-0' m 7'-0° 6'-0° 6'-O' S'-0° 5'-10• B'-2' A'Do 12'-O' I6'-0' 14'-0' /1 j FIRST FLOOR PLAN JOB: SCALE: 1/4" I'-0" DRAWN BTU KN KW DATE: 3/IB/16 O---- i — -- ——— — w I 2-a1D GIRD I I I I Tw 3016 c v J 1� --. I 6.P.T.POST I I I 36,1/Bk .r I I Gp'•SONO N B�E'f PIER W/DR I I.. I I Z �. I.'BIG FOOT•FOOTING TTP. U I: I aloe - - W 0 16'BILCO I I I n I I B 16°O.C. _ I I Y W/SLAB Q z BUWIEAD FF 'I I L — —_ __6• r !Qw ECT — U•• n4 T, ,lr bO T.or m O J----------------- O ,—S TP. 0 . , , -I 7'-2• I 141_0. I 14'-0. I 13' 0 I Gala. - f mw,CpNr�mU FOOTING TTP. I - Z _ I k 46' I c v wo.c. r l r , L J f I GARAGE I - M� m O 4-ODN;zErE SLAB I O T TOWARD VRB IL - I I L�J PI L J I I r. rF- L W 3o,6 .. nn L JI- 2n6o.'e.C. 36 IS 7B• - IIII III b FIN E L I N E ARCHITECTURAL PKT DESIGN 1. 'ALL DER J _ SEE RO WALL ————— DETAIL ; L ————— -- B .QD.us6 SA°T J 05 -1NOTE: RA - 5/5"ANCHOR BOLTS } I - EMBEDDED 7°' L J SPACED 32°O.C. 12"FROM CORNERS FULL BASEMENT I WASHERS 3°x3'KI/4° - I I - I 3 1 APOR RETARDED L i w 3 _ q Ir: I rT� I Bn PKT I>_ I - Tw WIG I I I r - J I Z O --- I I 9-a10 GIRDER r-- 3 I2'DIA.STEEL COLUMN� PAD 0 1j(90°°30'x12•CONCRETE a m ' �6 16xID•CLNTINUOUS FOOTING I v - I _` _1 N o '-- m --------- --iL- BE4M POCKET L------------�-- � W U a 4 4 P.T.POST--- -- __ _ _ ALV.METAL POST ANCHOR." --- J 1 1••..,G TUBE°PIER W/ 7 G. BIG FOOT'FWTING TTP. `l SHEET 6i_3n qi_q. 21_3v qi_6. 2i_3u FOUNDATION PLAN JOB: 1606 SCALE: 1/4" - 1'-0" DRAWN BY: KW DATE: 3/I13/16 N m d O _ � w .J Z � � O QI. w w. ` 32-0' 2.12 RIDGE BOARD to n w w SNINGiJ=a G' Oa -" 5/B'CDX PLYWDGD m W Y b 0 / I�{I �• Z �° RIGID WIND WASH BeiLRIER REQUIRED d Q 1 '� 6.00 T EXTERIOR EDGE OF EMETOQ2 WALL m = � TOP PLATE 12 m M a B� QB R3B F.G.INSUL OL a e SIMPSON H2.5 OG. FASTENERS AT ALL pub x6 B 16. p p RAFTERaI T�YP yd° 6.0� 1 F I N E L I N E 41� 2x5e V 16'OC 2)13/4'x 14'LVL BEAM 2xBe p I60.C. AftCHN"ECRIRAL DESIGN KITCHEN GREA 00 Ix3 STRAPPING •'��� 1.TtG BEAD BD. O _�IN WALL (3)2x12 NDR. Sx5 F.C.GYP.BD. _+/__ la rrx�hN - BETWEEN GARAGE t LIVING '^`v]VV(i— v BEYOND ..• m BLOCKING O.C. .AREA m - IN FIRST TWO JOIST AND ER GARAGE O O - c BATS FROM GABLE WA L 50&420.1296 1 TtG 3/4'PLYWOOD ' p 16'O.C. - 2w10'e i I6'O.C.w _ m pOM��AAA R21 F.G.INSUL. SOLID BLLCKIN4 02555 _ In.CDX SHEATHING O F.G.IN-L. W.C.SHINGLES ii PECK 4'CONCRETE SLAB I BENCH NOT SHOWN PITCA TOWARD DOORS Y P.T.2xB'e V 16'O.C. P.T.2x10 p 16'O.L. (S)2w10 GIRDER TTP. C 3 I 4x44 P.T.POST in,'STEELCOL. C.ALV.METAL POST ANCHOR 30'x30'xl2'FOOfI ONG TUBE•IO••S PIER W/ - 26''BIG FOOT•FOOTING TTP. w N L—� 24'-0' V 10''BOND TUBE'PIER W/ Z x� 26''BIG FOOD DOTING TTP. lu I1QyI 3 In'CONC. LAB S S:_Oe 30.-0. W Q O In m O J SECTION "A" SECTION 11B" SCALE: 1/4' I'-O" SCALE: 1/4" I'-0° S41EET S2 JOB: 1606 DRAWN BY: KW DATE: 3/IB/16 ' 49'-6' - N 14'-W V o Ui n r w JU �z W C n n 0 GARAGE W m m n FINE LINE A ARCHRECfURAL DESIGN . - - soR.azo.zzRR R WEST RAY ROAD OSTERVILLE,MA N z O E wu o t � m SHEET 53 FIRST FLOOR FRAMING PLAN SCALE: 1/4" - P-0° JOB: I606 DRAWN BT: KW - DATE: 3/IB/I6 N 14'—D' 0 HDR w Lo 33 8 > • 0 � w Z J U M� ,oa (3)II 1/ LVL HDR w Q m w mW z 242 RIDGE - 2><1 RI GE O m - m In a > FINE LINE ARCHITECTURAL DESIGN - 2x12 RIDGE ' 506.420.32% B WEST BAY MAD OSTE/MLLL w BEARING HALL � - � o I -BUILD OVER' VALLEY j w F � t 'BUILD OVER VALLEY' cn g 26—D' SWEET 54 ROOF FRAMING PLAN SCALE: 1/4' - 1'—D' —bB: 16m DRAWN BY: KW DATE: -3/IB/16 - o m • _ (D EXTEND HDR TO CORNS " 2.6 DBL TOP PLATE . O RAFTER®16"O.C. Z w FULL HGT,57UD5 - G~R _ JACK STUD �u j a NAIL TOP PLATE -" \`�� - 3 TO BTM OF HDR 33 APPLY SIMPSON STA10 CONNECTOR - H2.5®EA. RAFTER G' n _ W/2 ROWS OF Ibd NAILS M1ON THE INSIDE FACE OF HEADER Z 7 a B'-0.C. - �-_ TO EACH JACK STUD l 1�1 W - STRUCTURAL PANEL -' HEADER TOP PLATE J.. w NAILED Sd COMMON CONTINUOUS HEADER O V O.C.EDGE AND FIELD CORNER TO CORNER 7'- OVER.MULTIPLE OPENINGS w U 1r ....Y DOOR TRIMMER STUD5 I..I m a o SHEAR WALL COMPLIANCE: O RAFTER TO PLATE CONNECTION W- 30%OF EACH WALL RUN _ SCALE.N.T.5. 2-5/B'ANCHOR BOLTS '1 - U) n w/3'x3'PLATE wAsuERs " VERTICAL SHEATHING WITH W WALL EACH NARROW SECTION 8d NAILS 3' EDGE/12' FIELDcb (4)I6d HAILS PER FT BOTTOM PLATE r�"/-�� C L- 15%OF EACH WALL RUN - V! w IA 20%HDR)6'-8' m W VERTICAL SHEATHING WITH �. _ 8d NAIL5 3' EDGE/12'FIELD m O (4)ICd NAIL5 PER FT BOTTOM PLATE m m a JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING FINE LINE COM MON NAILS BOX NAILS ARCHITECTURAL , NARROW WALL BRACIN AT ARA E DOOR DESIGN SCALE:N.T.S. ROOF FRAMING - BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END WALL FRAMING 50BA20.M6 TOP PLATES AT INTERSECTIONS FACE NAILED q-16d 8 WESTBAYRDAO - ( ) 5-Ibd AT JOINTS 0suRmE,im STUD TO STUD(FACE NAILED) 2-16d 2-Ibd 24'O.C. DOUBLE ROW HEADER TO HEADER(FACE NAILED) 16d 16d 24'O.C.ALONG EDGES h STAGGER NAILIN INTO BOTH PLATES _ FLOOR FRAMING - 2n6 DBL TOP PLATE JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Sd q-IOd PER JOIST - - BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-IOd EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) • 3-16d 4-16d EACH BLOCK _ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-I0d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST W / BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT U FFVV VERTICAL - -- - ROOF SHEATHING 7 STRUCTURAL PANEL - - Qw NAILED Bd COMMON C 3'O.0 WOOD STRUCTURAL PANELS OG - AND 2'I E E N FIELD RAFTERS OR TRUSSES SPACED UP TO 16'OC. Bd IOd 6'IF—'FIELD RAFTERS OR TRUSSES SPACED OVER 16'O.C. Bd 1. 4'EDGE/6'FIELD t J GABLE ENDWALL RAKE OR RAKE TRUSS w/e GABLE OVERHANG Bd IOd 6"EDGE/6'ABL FIELD GE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6'EDGE/6'FIELD _ OUTLOOKERS QJ GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Sd 10d 4'EDGE/4'FIELD w O DOUBLE CEILING SHEATHING - to ROH — INTOSTAGB UM R NAILIN GYPS WALLBOARD INTO 5d COOLERS - T'EDGE/10'FIELD ' BOX AND SILL - - WALL SHEATHING WOOD STRUCTURAL PANELS ,Ij STUDS SPACED UP TO 24'O.C. Bd IOd 6'EDGIVIV FIELD Y'AND%'FIBERBOARD PANELS Bd - 3'EDGE/6'FIELD X/'GYPSUM WALLBOARD 5d COOLERS - T'EDGE/10'FIELD SHEET e FLOOR SHEATHING ^ C WOOD STRUCTUR4L PANELS ar�/1■r."/] I.OR LESS Bd IOd 6'EDGE/I'FIELD FULL HEIGHT SHEATHING —SINGLE FLOOR GREATER THAN I' IDd Ibd 6°EDGE/6'FIELD JOB: 1606 SCALE.N.T.S. DRAWN BTU KW DATE: 5/15/I6 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM A I DATA TempParcelEdit Page 1 of 1 v � fiv3. sway :>.. °°e G✓ LF_/.' w s✓�✓� ����� s t 3 s �,�i +t s�c3 �`�5, ,�`Fri / �.��l��wy 1�� y�, n.., Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been updated. New Parcel Detail New Mapparcel: 002 002 003 Street Number: 40 Unit Dev Lot LOT 3 _._ Road Name: PHEASANT HILL CIRCLE T/R. . . Sec. Road: T/R ri Villlage: 07 - COtUIt Part of M/P: MAP 002 PCL .02 _ Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added:' 1/16/2008 2 14 07 PM ... ..... ....... . Updated: 1/16/2008 2:14:07 PM � tJ date Delete „;Rdother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=467 1/16/2 C� ®Boise cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 1 span No cantilevers 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: 1--i° 12 1 12-00-00 BO B1 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (lbs 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 . .7% n/a 5, 06-00-00 particular application.Output here based 0172" ( ) 29 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@,AJS-, ALLJOISTO,BC RIM BOARD T"',BCIO, Cautions BOISE GLULAMTM'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 (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. Page 1 of 2 f ®Boise cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 Dry 11 span I 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: ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof Header1RB02 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: 'we�° 12 IllllllllllllllllllllillllllTl 11 11 05-01-00 BO 131 Total Horizontal Product Length=05-01-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 430/0 732/0 B 1, 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... 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 131 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 Man ufactu rer:TrussLok(tm) Page 1 of 2 ;n 3 ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Header1RB02 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 be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based 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@,AJSM ALLJOIST@,BC RIM BOARDTM,BCI@, 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-LAMO,VERSA-RIM PLUS@,VERSA-RIM@, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND&,VERSA-STUDO 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 v + ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 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: 1--i° 12 3 n 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 (L/180)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) ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 11 span I No cantilevers 1 0/12 slope April 20, 2016 14:46:31 BC CALC0 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 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 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 CALC®,BC FRAMER® AJSTM, ALLJOISTO,BC RIM BOARD TM,BCI®, 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 if ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB04 Dry 11 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: 1--i° 12 3 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. 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 (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 Manufacturer.TrussLok(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM(g) 2.0 3100 SP Roof Beam1RB04 Dry 11 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: Connection Diagram Disclosure y�-{ b d Completeness and accuracy of input must �I 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= 10" (800)232-0788 before installation. b minimum=4" d=24" e minimum— 1° BC CALCO,BC FRAMER@,AJST"' 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. SYSTEMO,VERSA-LAM@,VERSA-RIM Member has n0 side loads. PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUD@ are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. Y CR g1zd1 b Foundation Certification, in., Barnstable, MA Prepared For 40 Pheasant Hill Circle . Cotuit Meadows : Subdivision of Barnstable Assessors Map;_ 002 Parcel: ,002-003'` 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 MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 210599 158 Phone Hyannis, Page —.(508) 771-7502 Fax - (508)-771-7622 • � 4 Minor Modification No. 1'0 Deed Book 22249 Page 282 Scale 1» 20' 04720-2016 Job Number: 2005-214 • e , OD Z. / N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG.*41 PARCEL ID: 002-002-004 �, 'L, S 6 ` 9 39,30,,(10 / 0 19.0 ^ o N EXISTING FOUNDATION #40 /�NMry 8 LOCATED 0 '' . I 04 10.0, 12.0, hhCb ^ LOT 3 24.0• 8,9ov 65f S.F; N 0.21 f ACRES / /V ' 9, o / / N/F FRED P. PEGNATO DEED BK. 3583 PG. 5 PARCEL ID: 002-005 / N/F GAVRIL B. & SASHA A. ANGELOV / r DEED BK: 28549 PG. 271 PARCEL ID: 002-002-002 / CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN z COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10-) AS.NOTED IN TOWN OF OF&AS BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN I'RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT. "A SHAM. (DB 21804 Pg 45). AND IS NOT LOCATED WITHIN A �� N SPECIAL FLOOD HAZARD AREA: ® MALLON � THIS PL'AN� IS NOT TO BE RECORDED NOR' IS IT TO BE USED TO ESTABLISH PROPERTY.LINES. No•486537 SS%ID // ersum g ` REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE . INV 15 .19 GENERAL NOTES: INV OU 58.09 / c� 1 L OCUS ASSESR'S MAPPERTYIS0020�IIIPARCEL OZ S / 2. SETBACKS: FRONT - 20' SIDE/REAR - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 0 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 l�f rr� r65.{ CONCERN). .74� SITE IS NOT WILDLIFE PER INNHESPMAP OCTOBER AN AREA OF ESTIMATED 2006A T OF E"ESTIMATED 5.0x` HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). co / �' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP ' x MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABRATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10) f SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA CONSTRUCTION NOTES, 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE r` SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED r 6/25/07, SHALT. HEREBY APPLY TO THIS SITE PLAN. 2, ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUiT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS.- - MIN. COVER SHALL BE 3 FT. — SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES C / AS REQUIRED BY BARNSTABLE DPW. MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL. BE 2AX r r c , Cotult Meadows Subdivision Coatult•Barnstable, Massachusetts (10 ' (0 I r !/ L l-F r it / r�� BRED FOR PREPARED FOR C) O COTUIT EQUITABLE HOUSING, LLC r � , , RAIN RAIN G DEN DE j,2S ��' STORA ) PROVIDE (1) 6' DIA. x 6' DEEP ' ; // �► // / i TOP-6 LEACHING BASIN W/ 1' STONE f P• 0' BOX so G' BOTTOM- 5. SURROUNDING (OR ALTERNATE �� rrr rt / AIV �� r r '� IVALENT VOLUME OF 289 CF) , CeAtOrYl��e, O�is3� C0744ECT ALL ROOF DOWNSPOUTS TIRE S TO LEACfii BASIN S ANY.f56.41Z �i` 6g�3 pw /0�5�� / i Site Plan ' 7.z 10 LOT 3 u"F ' Lot 3.40 Pheasant Hill Circle 69 �•�o' `'�, ._ 75 "' ^ BAXTER NYE ENGINEERING & SURVEYING b � ,N! r F N ^ T x C 10 .0• .\ 0� $9.0 £lBgOk ,/ram` 7 r Engineers and Land Surveyors ' C RB "~~ r �° �, s INv. ' • 78 North Street, MA 02601 D. ERAFEN �`'` 3rd Floor,Hyannis, c °P °'(MIN.jO b , °T ;?' Phone-(508)771-7502 Fax- (508) 771-7622 NO.,46345 % 7 , / b �N° w Co DECK 3 '?' `�Ls1�`Tt:�.� !qr .13 � _`� � � PSED HOUSE ! O / \'� tr d ,l68)5 FF-71.0 ; 89.0 20 0 20 40 0,0 ' C SCALE IN FEET /,�MH �.3 _ 89. A GqR , 9.o w ,N SCALE: 1" = 20' DATE: 03-29-16 /INv IN , 8 - ems.a ►b RD LOT 3 -W% S , rr ?4.0, ? 6 64f S.F. _ REV. DATE: REMARKS W szl�. x LOT 3 N o 70. x w ��� DRAWING NUMBER " 68.0 \ i 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 68.16 \ x 6 . 2005-214