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0020 EAGLE LANE
�� ���� L-��� � c� ?' �� Oros �-°a"-O f ,/ •. � i i �F6D I n C� qo qc) APPLICATION, TOWN F BARNSTABLE BUILDING PERMIT. Map ` G oZ Parcel Application Health'Division 0V nr-a- 'p it IP y Date Issued Zi Conservation Division \l1 Application Fee ( >> Planning Dept. �� ;h� b 29 ��_, t Permit Fee ZM Date Definitive Plan Approved by Planning Board o t a Historic- OKH Ili- Preservation/Hyannis ' l" Project Street Address o1 0 1 eg6LF— 44AIE Village 7(/ IT Owner CV 7y a7 M115 /416 L t- C: Address. /30 x 95- CCIV7E./P V L"— Telephone Permit Request TD CONS 7 edc-7 /T 3 8,9b oe,1 G/97H 6-9 P;-. W f tic/ y9-74C-e f 13 / LA 4 C Ae,46F q . Square feet: 1st floor: existing proposed 130 2nd floor: existing proposed Total new Zoning District Flood Plain G Groundwater Overlay Project Valuation���e�®DD Construction Type,Mb f2.6twe Lot Size 3 7(.. Grandfathered: ❑Yes YNo If yes, attach supporting documentation. Dwelling Type: Single Family ° L' Two Family ❑ Multi-Family (# units) Age of Existing Structure . Historic House: ❑Yes Erl�o On Old King's Highway: ❑Yes uf' o Basement Type: Q//Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) / 3Sd Number of Baths: Full: existing new Half: existing new _ Number of Bedrooms: existing 3'new` Total Room Count (not including baths): existing new_4_First Floor Room Count 41 Heat Type and Fuel: ZGas ❑Oil , ❑ Electric ❑ Other Central Air: &4s ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &Y/No Detached garage: ❑ existing ❑ new size Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ 14;Z°/ Attached garage: ❑existing Ynew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 2"N o If yes, site plan review# Current Use V71CA Proposed Use w i APPLICANT INFORMATION = (BUILDER OR HOMEOWNER) rn Name )1 Y5 ��!� /3 C/IL-b 1 A✓L', !/U6 Telephone Number 7 !U O Address X S License C V`LC E Home Improvement Contractor# Worker's Compensation # AIC� 06473 ` e/ 40 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f7�,AJ> lCE4 LeVt1 '`4-J-- /2— SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED -MAP/PARCEL NO. 3 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Fv 4K�/ �'i Sow nK b Qt� `"f� 'FRAME6Iffk �13 ����f Q3 OL lo1d � C oc 9 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 9-P 06� 3� kliJ'I DATE CLOSED OUT ASSOCIATION PLAN NO. f t l � i Y g g �clu�aeka S`R� o uir e afro s anndrds ConstrtuMion S pervisoraLicense _ KNT ; Tr# 2y2C148 ' � ommissto. , r x 3� 2 NVIA Aw ���'4') _ - `�� 5 r 3 >a .x g � � xxw'��s��. .z4..+F.�J�^c 59x.�.�.r� � +=1 � t - c.�v ,4 r.• p '� '"t .'fix s.� �u i''�y,; ���ayi e� r f- �F` .�. ' .� u -�.z { }.+- f c: �� i "1�.u"•i5'na nt--34yi ,✓' �.\ 4 t; .. { � .Y� r4'rS �F�� lS:� '•�f f'ai.�t�4r*jH. Jp.{ tk_.fi r NMI Wwww&i� h r NMI OOOaf n��ose�spa�e w IMPS, a1 Iras0 f1111 �1 �G ;1Family�I1'o`m�es a` r ren.:UVRt Lyon of�the � iwro� ossesa� Co"g l Mfasahyse s dta�te`�Bag xe a �fthhshoe�isOv is�ausefor re�foc�tiou i 'EMIT i t Apr 27 2009 4 IOPM No 6849 P • 2 >ParcelEdit Page 1 of 1 I:?rb� ��K.: ,r. -.:r•.' ', ,ury,..;.�_c �.^ r,,��..v�y{,::':::.r...,:,'�:,;:;�n:xap{,�:r�� - �;,r T l�.r�{.;ti.f.S.xL.:,,.r �w'�'1:9.'.a'':c:�.:::... :.. •c::::i.-:.::...::r.:..ha:.T�� 1ihSl, J'r. Logged In As; Parcel ���� Monday,April 27 2009 Frank Schlegel Application Center Road System Reports Road System The record has been updated,. Parcel detail Parcel ID 002002044 Sewer Acct: TAR Devel Lot: 1^9T 44 Owner: COTUET EQUITAUG HOUSING LLC Co Qvvner,- Street: PO BOX 95 City: CENTERVILLE State. MA zip; 02632 ..,................................................ .. --------------- Location. JEAGLE LANE village: Cotuit Road Index: 2339 Pri Fronta e: 0209 r 9 Seconds Road: ........................................................................................................................................................ Sec Index: ].� Sec Frontage: Visions Location* 0 EAGLE LANE Last updated: J 4/ .-g20a9 16:05,42 M�.,.,...... ,, ,.•...•,....•-......,......w.•........................._..................................__.: ..............--,...................... ......., No Bldgs: l) Account No 86 Lot Size (acres): 1.0.33000459 State Class: 1310 Year Added; Fire DiSt' 2 ........................................................, ......................,. Deed Date., 0212612007 Deed Ref: 2180fif 1 Land Value: 396 00 . Bldgs value: Extra Features: ---------------- Condo Complex- Building,. Unit: I t� i 4aEVE ro Town of Bariistabie h Regulatory Services 1XAM 3ARNSTABLn Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using .A. Builder �o�vCr �lv`� �rc1s N✓C L I ��'/Az/ % �sfl-G��/ /�•��. . .. .- ._:_..;as..Ow�er..ofthe.subjectprope�y_ .�..... ._... .: hereby authotize. l PC- )30ELD/M6; A/c,• .. : . .to.act On my,behalf,. in all matters relative to work authorized.by.this building•permit-application fox: (Address of Job) _ LlZg�o9 Signature of Ownex Date Print Name The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidai'it: Builders/Contractors/Electricians/Plumbers Applicant Information a Please Print LelZibly Name(Business/Organiza(iotVfndividual): 13 AY5/7)9 /31//1_.lIJ IAl C. s Address: k' 5 City/State/Zip: Gait/ ff/LL ' � Phone#: ` °7��` %Owl, Are you an employer? Check the appropriate box: Type of project (required): 1.❑ I aril a employer with 4. X I am a general contractor and 1 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t T ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition Nvorkbig for me in any capacity. workers' comp. insurance. 9.; ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.) officers have exercised their 10:❑ Electrical repairs or additions 3.❑ I am a homeowfler doing all work right of exemption per MGL I LE] Plumbing repairs or additions myself. [No workers' comp: c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.) t employees. [No workers' 13.0 Other comp. insurance required.) 'Any applicant Ural checks box„I must also fill out the section below showing their workers'compensation policy information. t Homeowncrs who submit Uris affidavit indicating they are doing all stork 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 their workers'comp.policy infomation. !rim an employer that is providing workers'compensation insurance fi r m'emph�yees. Below is the policy and job site — information. insurance Company Name: AG.f.DlA- Co. Policy 1! or Self-ins. Lic. g: W CIF 007 3 iVO6 `• Expiration Date: Job Site Address: �26 C- 644 e.AJ, C� City/State/Zip: 711 !tT 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 c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisorunent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement ilia),be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert fp un er the pains and penaldp.Z of perjury that the information provided above is true and correct. Si nature; / Date: Phone#: FfiaD only. Do not write in this area, to be completed by city or town official. n: Permit/License# hority(circle one):Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector son: Phone#: Bayside$gilding Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/l/07 , 1/1/10 1/l/07 1/l/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 , Carpet Barn Inc 1/l/06 5/1/10 l/l/05 1/1/10 Casella Waste Management 4/30/08 4/30/09 '5/1/08 5/l/09 . Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 l/l/09 6/14/04 8/14/09 D.P. Fuccillo Construction-Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire,Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 1/1/05 1/1/10 L &M Glass Co, Inc 5/1/04 5/l/09 5/l/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry' 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 s r REScheck Software Version 4.2.1 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 20061ECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1345 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: #20 EAGLE LANE BOTEV BAYSIDE BUILDING,INC. LOT 44 COTUIT MEADOWS Compliance:0.0%Better Than Code Maximum UA:362 Your UA:362 b 7f ' k t �e �,+ •.tea ., ...,r .-a.„;,.. . ,J,amsc "7 '°`�' TOTAL CEILING:Flat Ceiling or Scissor Truss 1345 30.0 1.0 45 Skylight 1:Wood Frame:Double Pane 12 0.340 4 SHGC:0.31 FRONT WALL:Wood Frame,24"o.c. 1264 19.0 1.0 67 Orientation:Front WINDOWS:Wood Frame:Double Pane with Low-E 63 0.310 20 SHGC:0.31 Orientation:Front Door 1:Solid 21 0.280 6 Orientation:Front Door 2:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 732 19.0 1.0 34 Orientation:Back WINDOWS:Wood Frame:Double Pane with Low-E 108 0.310 33 SHGC:0.31 Orientation:Back SLIDER:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 546 19.0 1.0 30 Orientation:Right Side WINDOWS:Wood Frame:Double Pane with Low-E 31 0.310 10 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 490 19.0 1.0 27 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1345 19.0 1.0 61 Furnace 1:Forced Hot Air 86 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 20061ECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: NEW CONSTRUCTION Report date: 04/30/09 Data filename: C:\Program Files\Check\REScheck\BOTEV.rck Page 1 of 5 Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 04/30/09 Data filename:C:\Program Files\Check\REScheck\BOTEV.rck Page 2 of 5 . Igor AW REScheck Software Version 4..2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity+R-1.0 continuous insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.0 continuous insulation , Comments: Windows: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: - #Panes Frame Type Thermal Break? Yes No Comments: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type, Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylight 1:Wood Frame:Double Pane,U-factor:0.340 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.280 Comments: ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ SLIDER:Glass,U-factor:0.310 Project Title: NEW CONSTRUCTION Report date: 04/30/09 Data filename:C:\Program Files\Check\REScheck\BOTEV.rck Page 3 of 5 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.86 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope . requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm4n-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,fitter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the Intemational Mechanical Code. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to R-2. ❑ Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Project Title: NEW CONSTRUCTION Report date: 04/30/09 Data filename: C:\Program Files\Check\REScheck\BOTEV.rck Page 4 of 5 Heating and Cooling Piping Insulation: HVAQ piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Y Project Title: NEW:CONSTRUCTION Report date: 04/30/09 Data filename: C:\Program Files\Check\REScheck\BOTEV.rck Page 5 of 5 I 2006 IECC Energy Efficiency Certificate Ceiling/Roof 31.00 Wall 20.00 Floor/Foundation 20.00 Ductwork(unconditioned spaces): w .=err 5�' Window 0.31 0.31 Skylight 0.34 0.31 Door 0.31 0.31 „r tip, '.�� i s. fi i R 9 0 Forced Hot Air Furnace 86 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: JOB �� • TAYLOR DESIGN ASSOC.,.INC. SHEET NO. 4 or- P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY- DATE ZE= TEL./FAX: (508) 790-4686 / ,� �� �_^ �/ CHECKED BY Z® �AGJ G- l�ls•7� CoalV t ( SCALE TAX _. ` ..',.. Z �1$ 24 o P �, k,!4. 3�a Pa• C3 . , c r�-yS f . : taw c�x� ......... ..._. T / •- MCP... rc -�.�: ......... .. . La,! lt3 .... �t _Zx 1 ... .. } oC, _ ,t ...... 2 r _K GZ t4'bc, r 8 rsatr�my. .. it 1.� az . .. t _� . ... i!c 14 85 ,,j Zt. 39 � � •>3 . OCI1NIf.T'NW/1CiN.CAulc1'NK.11DaNM1 JOB 1Not TAYL'OR DESIGN ASSOC., INC. SHEET NO. of P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY �T DATE .-T—Zz—=ct�% TEL./FAX; (508) 790-4686 CHECKED BY DATE Tv t,T SCALE . . . L ' ... .......... .............. .L . . ... abd Z l a C'...... ..... . o� 4.4 Ct� =_ 4_� ... . C t .. K� jc t, z� ...... t 4h ` .. l - -1 1 is. . ..._ ... iZ . tx$e3L�65' _. ... ... x tv C64fa t. Its �i ZtOtS l Ludo.G . .. .. .. ........... ; .... ..... o . .. . .. 4.3 .t'. 5-7 L$ r4 C. .. .. . �.:�4r3..4 Z-Z�tpg 2- Z �t�S - .. 3 .t ieQ:',� . PN00UCT2Wl TO5bW 205-11PMWl JOB Z , TAYLOR DESIGN ASSOC., INC. SHEET NO. OF Cp P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY Z DATE TEL./FAX: (508) 790-4686 �+ CHECKED BY DATE -c tl'r- SCALE rq ........... zi�f 0.� Ir► fiG Zi X 4 L..�.L4 ..D.Gr y tZf, .... .. ..... 3, ... .... . t t4 t ..... .... t ao. .. _ ... .... _ ..._ ` �t It ... ........... :' �c i3�-- 5; c ..... 4b A.. t.-` ... ........ ... .. . .. .._ _... . ... .... .. . 2 ... C k• _ . . ... L ' JOB v w ✓ 1 d TAILOR DESIGN ASSOC., INC. SHEET NO. A= OF CIO P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BYE-Jr't DATE I. TEL./FAX: (508) 790.4686 CHECKED BY DATE w SCALE .... .......... c+ °.. . . �,,,,, G1.4 •- ._. _ . .3ts c. . .. 3�_p_ , .... .. . ... ..... �' .... c�, P�?-,,.� ... .Go t..�r.T c�4 ..° � , _. �. 3, 4� -- z., 6 .. .......... .. .... .. ...... ............. ..... ..... .. ...... ..... ..... ....... -. .. .. .. .... r . �4_x R. �4. c. .✓ . o . �-/ Ga . ( 3 " ...._ ..� D.. ... oO AEG 7 ®o .art,; Qq_ z� .: ._..4 4..g v .... o . q..°i G © Cl `r ......... ... ... . �rcc ......._ JOB- AL t, TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY Y DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE (", A, 7 SCALE ... ........... ........ . .......... .... .... .. v c. -�-t., ...... ......._ ..... N,o m ...._ .. .......... . . ... ...... ..... 0 '9 ... Ls .. .... ? . . qr k„ .. ............ ...........%1 -1-61 ...... . ... ..... .._ -r— �r ,�� T to3 2 -e—• QL91 . ? ) sa� ��1?CS4 �t3.1`o C- Zd4. 1Zo .. 24 2 ? . Z . 4 ...... '� •' �� y .. 4� Utz.. ... ranmu;raoa-i� �i�i r�i ' s • JOB TAYLOR DESIGN ASSOC., INC. SHEET NO. �� OF CA P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BYw DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE S Vt SCALE .. . .... .: _... O .. . . ......... .. ...... 4°.. ..... A ... ....... ..... .......... .... O ... Z.... , . .......... 4 rq. I .S P at ®K• Zito T2+ 7G.�o.�.Z . 3 _. .... ....... .. .... . . ..... .. . .,.. .. . ..." . ......_ ....... vannnrr wwi mwo.cmrci no ipwwi AWC•Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 BOTEV RESIDENCE#20 EAGLE LANE/LOT#44 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE Wind Speed 3-sec.gust ..............................................: P ( 9 ) ....................................................................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) ..... 2 stories <_2 stories Q RoofPitch ........................................................................7.(Fig 2) .................................................12<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................16 ft <_33' Q Building Width,W ..............................................................(Fig 3):................................................ 44 ft <_80' Q Building Length, L ................................... ..........................(Fig 3)..................................... ,W1 5 80' Q Building Aspect Ratio(I./W) ...............................................(Fig 4)................................................1.5 <_3:1 QCOK 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 Concrete Masonry............................................ .............................7. .................................... N/A 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(fable 4).....:............................................. 38 in. Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.5 6"=12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.z 7" Q Bolt Embedment-masonry.......................:................(Fig 5)........... ............................... in.>_15" N/A Plate Washer...............................................................(Fig 5)..............................................z 3"x 3"x'/4 Q 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)...................................................12 ft 5 12, Q 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).......................................w.i.........—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8 ft <_d N/A FloorBracing at Endwalls.............:.....................................(Fig 9)........................... .......................:........... Q r � Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).........:..:.:. ...:....a..:.. Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter55).....I.....................314 in. Q Floor Sheathing Fastening..................................................(fable 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 s 10, Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets .....................................................:..(Figs 7&8)...........................................—ft 5 d N/A C�c AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 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).......................................V.....26 ft z 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.5 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)..........................................9 ft 0 in.<_12' Q SillPlate Spans.................:.........................................(Table 9)..................................._ft_in.512" 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"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection no.of 16d common nails 4 Q ( .....) able 10)...:...............:.......... Percent Full-Height Sheathing................. (Table 10).......................... � ®.......... Q . 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..........t.......... [�( Maximum Building Dimension, L 2, Nominal Height of Tallest Opening2............... .......................................................6'-8"5 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 9.......................(Table 11)..........................3 ....... Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding I '?1 Ratedfor Wind Speed?.............................................................................................................................. Q ,4 WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNIR 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..............................................(fable 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 s 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.z 7/16"WSP Q Roof Sheathing Fastening................... .......................(Table 2)............................................................8d Q BOTEV RESIDENCE#20 EAGLE LANE/LOT#44 COTUIT MEADOWS MEETS THIS 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 i A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 --WEN THE EDGE DIEM ON Ff MING LWSd NA2Z ATfibs. 11 11 11 11 i ' u 1-I i 11 11 1 1 rl 11 11 I r I 11 11 � 1 1 11 11 1 M ,-I 1 1 11 I S 1 11 I l o I 11 I l - 7 ..CC 11 i1 K 1 I Y 11 17, 1 - 1 11 it 4 1 1 F 1� IL m ^j 1 Ill CD 11 IL 1 Z I 11 1r 1 4L I Q fl 11 Itr i i i i S 1 I 71 1 r ut 1 IL II d II it 1 1 11 11 7 I Ir I7 tl 1 u t n rl 1 - 11 11 t i 4OU81.E�Ix�E `-- NAIL$PA(`,p+Ifa ' PANEL � L See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment A.WC-Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 a 1Z 1 i Fri 1i1 I m + + FRAMING MEMBERS ii1J1 1 1 j EDGEKERMEUXT£ 1 �� I 1 I Y 1 CV / � 1 STAGGERED 3'M MAIL PATTERN PANEL PANV EDGE DOUBLE NAIL EDGE SPAUNIG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment IE WyED/SMOKE DETECTORS REV tocq o } TE LDING DEPT. - DA o -- - _---_ — Ln TMENT DATE - e� L Q RE REQUIRED FOR PERMITTING a p J Y _ — ®®� -� CARBON MONOXIDE ALARMS W MUST BE INSTALLED PER W -- --- __ MASSACHUSETTS BUILDING CODE V — o� ° ® o W o L n ®®®� �° a o FRONT ELEVATION m a y - SCALE: I/4" 6 I'-O° - w 3 U p ui Z ----------- W _ O O. _ 3 F Q ` .... Lu :v cn # SWEET1. 1 Al L_--J REAR ELEVATION ._ D WN BY. �KW . SCALE, 1/4" - 1'-0" �REVISED 6/29/09 D T8+ A/29/O9 .. N O WINDOW SGNEDULE N KEY OTY DESCRIPTION MAKE/MODEL 8 _ - A e DOUBLE HUNG 6A ANDERSEN TW 24410 .U) r B 2 DOUBLE HUNG M MULLED ANDERSEN TW 24410-2 C .I DOUBLE.HUNG 6A MULLED ANDERSEN TW 24410-5 0-0 Ln D 1 AWNING ANDERSEN A21 E 1 AWNING MULLED ANDERSEN AS21 j nP W T F 4. AWNING ANDERSEN AW261 - - . G I AWNING FIXED ANDERSEN AS V .J •. - - - e EMENT VELUXR VS 606 O _ H 1 - J- I OH DOOR TRANSOM 12k1OS'14 LITE w 0 O e CONTRACTOR TO VERIFY WINDOW SIZE 6 QUANTITY AND OPENING REGVIREMENTS. -' o m Q z � 0 p Co o. RIGHT ELEVATION " SCALE: 1/4" I'-O" - - - . u1lu N . U3 O . -- QZ W - O w-1� WWF_ IIEM Lu - �o.r w w'C4 u __— �` • SHEET L J LEFT ELEVATION JOB, 0915 SCALE: I/4° V—O" - - - DRAWN BY, KW .. REVISED,5/29i DATE: 4/29/09 - 28'-21/2' 9'-e• 16:.-2°_ V-2' LO N - CC _ DECK — A J 9 ob Ong , w 0 .. `POWDER RM �,..°r,.: :.:..., J LDW� -J 2fi m-m U lL ® s� 1 Js'bo6 I A . DINING '.9/4x46 3114• I do 4A ., i,• m ... f. 4 ----- -- ---% ,1 4 0° 1 2 MASTER O I I LAUNDRY BED RM � 24 - 28 7/8'x28-1/8' - 00.0 . - FAMILY RM .. I TW2441o: �. 2'O° / -II° 5�_q° 90 1/8'x60 7/8' W 4x4x.25 TS - - ---- WIO -------- _ - x45 ST E L ABODE FLUSH _ x4x.26 TS _ o .. i. m I - In (. A81 .. RATE ED I 36 1/2'x24 - o - s. LIVING-RM. PIASTER - oP To a 2$' m I _ E m I . .. - -CITE I . I as & a N I m � y V 3. _ Q m llu Z Qmp GARAGE W J tu 4-0 BO 1/6'x 7 - w ' r---------,' — SHEAR WALL COMPLIANCE: ICI N R I Wa S9X OF EACH WALL RUN. - X# 0 ILF ECIAL HDR FRAMING `' - VERTICAL SHEATHING WITH - o A _ - IR NARROW WALL o_ A - 8d NAILS 3° EDGE/12" FIELD j 1ACING SEE DETAIL — (4)I6d NAILS PER-FT BOTTOM PLATE E AB Lm 31%OF EACH WALL RUN 7'Xq'OH DODR I - - VERTICAL SHEATHING WITH W/TRAN50M Bd NAILS 3° EDGE/12" FIELD -- - (4)Ibd NAILS PER FT BOTTOM PLATE - - - SHEET ' q ' 2-b° 5-0° b-3° b-b° b-3' I -1 RST FLOOR I . JOB: 0915 24'-0° SCALE: 1/4" = V_oll REVISED:5/2q/Oq ATE, 4/2q/O9 24 4 in 10 S J N �,.,.. _ O 0.' O BED RM #2 —- BED RM #3 —_ — I � W O i O g - _ ST�oo AGE PSF D AD . pg�gp n ' TIN - 28 - 30 I/B'xbo,7/3° �. 2& - - 00 Lo S tB) a - - _ -B'O I P -.. $ — — .-- _... IN - •- o _ - yW L � m I 11 ' I I III IIII I I I II 11 � I 11 I I I III I lI:I _ w 3 I III (IIII! IIII I III III I I� U p ' _ Iii I IIII I II�'LII IIII Ili i illi � W _ II III III I I IIIII 11 11 i l III - p W Q III 1 ;I! Z ILL f'� I-:II IIII LI ilj 11 I-I{_IIII-I - W Q - �'I IIII III IIi'il III I I I�j � - �Ill �j Il�j -li IIII - Z I II II Illj II ;IIju II 1 II II 11 III III I III.III 1 II,I11 III I i I I .i IIII I Ij11 Ijj1 I,III � �LU V (L w 04 �ifl IIII I II II'lllllll 11 1 I.11111 4'-3° I�I,;i I: Illll I-II ii II ljil I'I _ I I.IIII I I SHEET SECOND FLOOR PLAN, A SCALE: 1/4" - 1'-0" JOB: 0915 - - DRAWN BY:..KW REVISED:5/29/Oq DATE: 4/29/09 kY r ' ry 1 t _ 2&-0' i V-11' b'-0'. V-4' cq 4W.k d' I '1 ZOO GIRDER -'�rx`,r4• l a 6"P.T.POST f F A y, 11 -GALV.METAL POSTANCNOR - — t-n •y yLy�y,r, j "�`: 10' SONG TUBE'PIER W/ s4-'BIG FOOT'FOOTING TYP. ED FFF I IA' -o` a a - i - I I B'BLCO l i. A e l "I pooR w%I I - a W IX o I 19 Exr I :I J Lb 0 � OD O xis �..r - J I , ------- ---- —————— — ------------- --------- — ————— — j4�,�u h,'. tT+• '"4s" ,� + 3 .f•.s• I �a4 zp S .. ¢p T-9•cONCRET6 WALL R .4 BOT. ... I U �-� CONT NUOU9 FOOTING ESAR TOP I I IeaW 14 a p xt A ® FULL BASEMENT. ® ?I +- td t: I xi. 3.V2'CONCRETE SLAB '4 I, J 6 MIL VAPOR BARRIER LIL 1£-.... 7'_I• 6 6co 1O° acff Ig. , i� co r W1)n. I Lj L /_!� i/i��� - L 3 I/2• STD LOLLY COL. 36°x36"x12° PLAIN FOOTING TYP RTOPiAmLLr.TrP l o 16�x10 NUOUS FOOTING l sr� l l wALL I J I g � k3� z- '�`3� � 1 kAT DOOR 1:!i 13 ri a 4�y Xx �I i� i H \J r %I Iu 3 ut T #;x �'�l I i' 20F,'FTSOET r - z STUD WALLS I I P Q ALIGN Z'Q if K GARAGE I ?I ILL J 'er. I-a ' . . .b I NOTE, W/.6x6 WWF 6//B ANC4OR BOLTS, EMBD Z°J c B)a-r wNcRETE WALL `i SPACED 38°O.C. I 16(2(# CONTINUOUS EBARTO4 SOT T� I 12° FROM CORNERS f- U (L I — JI t l - NA944ERS 3°x'J"x1/4° 0 l i l i o (a a i t i i r l OUNDATION PLAN' = lu W SCALE: 1/4' 1'-O" �l I DROP �I 'l J I r l I aT�'vDOR I��I lsL__ SWEET 4'-0' 4-5' 16'-0' _ - JOBS 0915 . - DRAWN BY. KW REVISED�B/29/O9 DATE. 412-1/0-1 • - 5 N o •' N O to Itl ' G RIDGE VEN F./ •- - J Ln - Y / - ' J 0 - - - - 4 Ln L z ®S O.C. - - � LtJ 110*AS p LT SHINGLES O - . - ER I/2 CM PLYWOOD t - W O DOUBLE 2d0 - 6.Q OVER S/PB�CD(PLYYWOOD _ 4 oO Bee G. - RAI'TCpg (_ - 72 10 RAFTER O ib'OC AT VAULT®CCII.I STORAGE - _ -. 12F Y 'HURRICANE CLIP' ® FASTENERS AT ALL - - 2.X 10 RAFTER®16.OC V RAFTER/TOP PLATE ®660(LING JOIST JIINGTIDNS TYP. VAULTED CEILING - 'HURRICANE CLIP' LA. n FASCIA HEIGHT TO HATCH HOUSE INSULATION RAFTER � 2 U I O.PLATE MOD K8 5 016 O.G. JNCTONS TYP. - � -90 IN LyJ. L-SOFFIT VENT - VENTED DRIP EDGE 0: 0 . - R-IS INSULATION w . MASTER w y . . GARAGE - -NATTY .. ALL WINDOWS TO BE ANDERSON WINDOWS - i w 2 X 4 STUDS s 16'OC MASTER BED Q <m . WHIT®24'a ca L� Q.• - - - WHITE CEDAR SHINGLES OVER - - I/2'CDX PLYWOOD. . 4'POURED CONCRETE SLAB . - 013130 2d0'e.0 16'OC - (8)1 5/4'z 9 1/2'LVL GIRT POURED CGNG.WALLS R-19 INSULAT'I - - e'-9'BY 8'THICKPRESSURE TREATED SILL - (2)nri RFYAR TOP 4 BOY.TYP. OVER SILL SEAL FgURED CONCRETE FOOTING OVER6SILPRSURE TREATED SILL - IG X 10• _ BASEMENT WALLS i'-a•X S' (C2 REBAR TOP,SOT.TYP. (n ' RETE SLAB 3 GROSS 5 1.s�/ ION VAPORRBARRIERC U . IP6QUK EIOD.CONCRETE FOOTINGwn- W Q SCALE: 1/4" = I'-0" to CROSS SECTION ` �w� o SCALE: 1/4" 1'-0" ku Q p W Oulu N tu O� N J SHEET - NOTE. CONTRACTOR`To REFER, TO WFCM 110 X 8 AND - CHECKLIST FOR ADDITIONAL 14IG14 WINDTEC14NIOU ATTACHED TO D S OS' Ogl5 - RAWN BY, KW - REVISED'S/2q/Oq - - RIDGE VENT - - - 12 ��p N 12 - / O• . RIGD WIND WASW BARRIER REQUIRED . AT EXTERIOR EDGE OF'EXTERIOR WA �dn (3)2x8'R N OP PLA - BEAFLUSW WORING - ,O� .. "'WVRRICANE CLIP° C . 'WURRICANE CLIP' ` pp - FASTENERS AT ALL M� L _ - -- - FASTENERS AT ALL - - LAUNDM1 RAFTER/TOP PLATE . RAFTER/.TOP PLATE - JUNCTIONs TYP. - e` ' Jr TYP. 0 1/2 SAT . - LT GLFS � PP J ,.3'B.1/2° OVER 1/2xGDX PLYWOOD J_ m CL' CL' BRED HALL .. II��®vepl >_ .. - • (2)2 XI2 RAFTER'0 16°Oc � O B-O°' FA SIDE OF DORMER - BLOCKING 4'-O'O.C.IN FIRST TWO JOIST AND RAFTER 2W0'e B 16'OC 2x10e®I6 Oc U - BAYS FROM GABLE WALL T W10 X 46 STEEL I BEAM _ SOFFIT VENT R-19 INSULATION p0-0 U ALL WINDOWS TO BE ANDERSON WINDOWS pa y,. KITCHEN' LIVING Q. o 2dWs 0 16'cc 2x10'.®16'OCm-w. 00 - - )13/4'z 9 1/2'LVL GRT W (B O . / P-19 INSUTATI W W (W/� I•.. .. VER�2O9ILLSEAL PRESSURE TREATED SILL O BASEMENT CoNc.WALLS r b'x e• m 2 . (2)#2 RE9AR TOP!BOr.TYP. im M a .. 4°POURED CONCRETE SLAB .. ' 9 FOOTING ` _._ .... _ .Pr7�URED�CONCRETE Ib X B®16'O.C. GROSS SECTION C Dy SCALE: 1L4" lI_pR, e K °HURRICANE CLIP' y Q t1J Q tu FASTENERS /Top ALL N Q E b - JUNCTIONS TTP. - LLI J Z DINING - w F U GARAGE p w N to o t/ WC'jv .:, (B)1 9/4'x 9 i/Y LVL GIRT �• ...... .... .................. ...... .....,... .. .. ... ...:.-: - - _ _ P-i9 INSULATION IA . - 1PE Xgq CONCRETE FOOTING BASEMENT SWEET - NOTE, CONTRACTOR TO REFER GROSS SECT I®N ID: TOWFCM ILO X B AND G L WECKLIST FOR ADDITIONAL SCALE: 114" = 11-0° WIGW WIND TEC14NIQUES - ATTACWED TO DRAWINGS OB, 0916 REVISED,5/29/09 D TES -4/29/09 V N .. EXEND HDR TO CORNER 2x6 DBL TOP PLATE - JOINT DESCRIPTION - col•o•lul NAILB eax�'� NAIL BPAurr. CoLo ' - ! ROOF FRAMING G - (3)FULL HGT.STUDS JACK STUD �\ . WMBG�N 11APiER((OlD w Lm. I�cd J-ISWd a�m gppP 1 n .NAIL TOP PLATE WALL FRAMING p ® "'� A TO BTM OF HDR - T p�TPe T INTOteFLTiDNB(PACE-1—)� t• 4-IOA E-'W AT JGNTB `R:� ..1 11�` W/2 ROWS OF Ib NAILS 21'oc 1 1 * - NEAppt TO NCADOt(PACE NAItID) -W 1{'O.C.AIA1C EDGE � / M STRUCTURAL PANEL EA DER CONTINUOU5 HEADER - - , FLOOR PRAMING - __ WO NAILED Bd COMMON due L,•,L O 3'O.C.EDGE AND FIELD -O MULTIPLE OPENINGS �xaT B� i(iceT oe(roc NULFD) 2 1 '-W -P�,�BT LY ,q uI . - - EiG to BILL aZ TCP PIATE[TDE NAIL®) 4-IEd W etACK •o RDER(FACE NAILED) - .-m .1DiBT z JCIBET�To Jo T ap(TOE W EEoJ 1� �I�/}( . J DOOR TRIMMER STUDS .. - EIHD JDIBT TD—� I wA�TE)Croc NAILED) _ P-— l. t: . - - _ - ROOF SHEATHING 1 Ie F vW 0 . .. SIMPSON e1RuclvMl PAN¢LB PHD(14 64.) - RAPTeRB o�R Twxm BPAc®w To Is' .c - Bd I[tl eDCei6'Flm o 2-5/5'ANCHOR BOLTS- x • BPAcm olER IE' .C. _ .' m 1 A'®GPJY Flm w/3°x3 PLATE WASHERS. - BABIL wxe P�a TrsueB u✓oBN�L B•eoceit'Flm ' _ ` - TPuea uV Y EDGE/s'FlELo � T .. -.' t ..: • .. - DADLE ENpWLL RAXE OR RAKE T11DeB w/IlAKODT BIOCKe BGIw A•EDC -FIm CEILING SHEATHING cTPBun wumARD m(mLERn - r eocPna Flm 0 WALL SHEATHING - �q Q - wroD erxunvwL PANm _ _ Lo - ePADm To x�o - - - •AND q(,'FlBEFBMRD PAHELH• m W e•CO4Vi•Flm m GYP011R E[u�oLERe Ia m ` q . FLOOR SHEATHING Pic ,,TLP, L0 . _ .. .. _ Ir<w eTRDe.oR.L PANe�n _ ee xu EDcen•Flm m NARROW WALL BRACING AT GARAGE DOOR . GRP TER UN 1• =.. t'EDGPJ.•Flm M SCALE'N.T.B. . NOTE . t .CONTRACTOR To REFER TO WFCM 110 X B AND CHECKLIST FOR ADDITIONAL PT 2zI01s HIGH WIND TECHNIQUES - - '16°O.C. ATTACHED TO DRAWINGS - w 3 z Q to .2X1o's zXl Z lq q ole q t0 Q F 16 O.CI6"I.C. a J Q w a J> (3)9 1/2"iVIL.II IT .. - WIOx45 STEEL FLUSH O0 W l.1 V IS In W# (n _ _ F - J FIRST FLOOR FRAMING SECOND FLOOR FRAMINC, SWEET 5CALE' 1/8° I'-0" SCALE: 1/8" . I'-O" . (3) 9 1/2" LVL HDR 908: 091s (3) FULL HGHT STUDS EA END - JOB, BY: KW - - - SIMPSON PHD CORNER HOLD-DOWN EA END EVISED•5/29/Oq ATE: 4/29/09 x». �t Town of Barnstable Building Department - 200 Main Street 1ARNSTABLE, * H ya nn is, MA 02601 9 MASS 16gq. �� (508) 862-4038 0�fD MA'S s . Certificate of Occupancy . - � 2 � Application Number: 200901874 CO Number: 0080411 Parcel ID: 002002044 CO Issue Date: 08/31109 , Location: 20 EAGLE LANE Zoning Classification: Proposed Use: POTENTIALLY DEVELOPABLE LAND Villager COTUIT Gen Contractor: BAY_ SIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building-Department Signature Date Signed rrt TOWN OF BARNSTABLE Burin °F tNE r g v ti Application Ref: 200901,874 p BARNSTABLE, Issue Date: 06/02/09 Permit ■ y MASS $ } 163 Applicant: BAYSIDE BUILDING,INC Permit Numbers B 20090899 ArFD MA't A Proposed Use: DEVELOPABLE LAND Expiration Date: 11/30/09 Location 20 EAGLE LANE Zoning District' f Permit'Type: NEW SINGLE FAMILY HOME Map Parcel 002002044 Permit Fee$ 1,224.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 240,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND f I CONSTRUCT A 3 BEDROOM,2.5 BATH CAPE WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE, CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: . THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY:STREET;ALLY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS:ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER'THEBUILDING CODE MUST BEAPPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION,OF,PUBLIC.SEWERS MAY BE,OBTAINED FROM THE.DEPARTMENT OF PUBLIC:WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. I 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. l+ 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). .. 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT-PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS.DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION- APPROVALS 2�1 .fo y3f `' ��� '� 2� Y. 3 1 Heating Inspection Approvals Engineering Dept Fire Der r-A !r 2 ���.�1 � )^� BoWfH M ao `oFtHE'aw Town of Barnstable �o { . ' Regulatory Services BARNSTABLE.p` � 9 ttt` MASS. 0 •` ib, Building Division prFO MPS a. iJ. If 200 Main Street, Hyannis, MA 02601 f Office: 508-862-4038 ,f Fax: 508-790-6230 , K` �D Inspection Correction Notice Type of Inspection RTe A r Location c,LO Cr, ,#sty Via'. Permit`N= �-05 6 Owner Builder i One notice to remain on job site, one notice.on file in Building Department. The following items need correcting: �cocK I &'OvT'6" Ltl�Lc. L(1�ti�r�! 1F co fit^^ cc, 4�'Rp_�4UU� i5SrN6— o-PPoSr-rE- W-A L' ' p t,G l cOcK ASS/NG ��4r��� L� JLL � s �'G� . 0(/` - ST N - _ j of n fo � L, _6 6{ E 12 EM a- C C!L1 A)6 �-4 Rr R!�4- 9:1-w'x 4A a-F to N f mac ' 1od� IM T'� GU6�G� I j �(C�'�`}�� �����'C- sL2ri(�(/Z.�� �b �D��('�✓' -tom' I Please call: 508-862-4 for re-in pection. Inspected by IWel/l G Date— f i `of.HE rowti 'Town of Barnstable Regulatory Services • BARNSTABLE a �r MASS. �/. • .,�+'r =a,9. Building Division rF0 MPy L 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 X` l CID -Inspection Correction Correction Notice Ci R-Fo& Type of Inspection l R� 4 Location 90 19 C6 Permit =4 Z-b 16 f B7 r Owner Builder S� s One notice to remain on job site, one notice on file in Building Department. ' The following items need correcting: °" +,, •` .� 5. 2 'rrwAu, ' Qcock Is5416- — FiW7- c1?GE Ct1A� �(1�ti�c�1• G (O akh-' ISS/NG G#R C.E Wig l..'�f'7"s � qF se, T TGt S = 3 ,e ear la. 6Z-1 -6�U� �. � gut.,• � N A 7 ` GU r NAaw'� Please call: 508-862-4ft for re-in pection. Inspected by ( { Date 3 JOB • TAYLOR DESIGN ASSOC., INC. SHEET NO. 4 OF P.O. Box 1313 —r ��_ Qq FORESTDALE, MA 02644 CALCULATED BYcm DATE TEL./FAX: (508) 790-4686 .,/ CHECKED BY ' G Co-rip ( SCALE TAIL _.. ..Ae.. ......` t.a _ Cam G "7 ..D t zt.or•� - 4AL E /.,.w ............. '` tJ.CTstMa ..... a� oc.... 4,�..1..... .... ... ........... ... .. com Nc e.�.).,.... _.... xh �c,Nd tJ .. � . 5�.5_.fF S as . . C_-. ......._.. : .. f C� + . . .. ., ..., r r� t ' .... o� << t � . '{ r$�', a US Q, sit / n `Za i ..... 7. .. ..t 9. -t u_ . t4 8�3 +. mil• g�_! t..� .. 1p .. .... . ... ... P,;R_F� ounruirr�u.i rc:.r cn..k��xKe io.nn,N� r•^iy J013 TAYLOR DESIGN ASSOC., INC. SHEET N0. OF ° P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY DATESZ-z-��— TEL./FAX: (508) 790-4686 CHECKED BY DATE N CO SCALE ...... . .,.. ..._... . .... .. .............. .,. ... i .... it L�loc' ....... . .� R PUL . ....... 4 u.�� ►.. +i �" ` . . ... . 4- 4 c�.��clz� c -� ..� � - .. ..... .. ....... .. 52 r90 = �.� _ Via. , u 3214 14" . /SvY� ..... .tt_�O ts__ +c�G; /�,."r /y�-ear.-Y .. ..... .� 3Zt'eG � 5 ..... E. LudG ........ oil,. 4sad.. nutr. ..� Z ......2 ktZ..S, (, .L.L.`o.GG ....... R..tr L� ................... C.. Z . o.0..... . .. 1257 ... ... .. 3 PRODUCT 204-115�SAs�1205-t IPa�I --�y JOB -' TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY DATE - Z.Z--f TEL./FAX: (508) 790-4686 CHECKED BY DATE o'c" co-rw-1 r- SCALE - Z1►re�. K k (0 4PG. !c _.eIYG...._ * 1eLD.. 1 L. opC.... .. a. .. �i �Z .._.. _ ..__. ..... �( ks bfj pI . ......... ....01. � ... . ..`. �s qQ� . ................. i 1� JAR.. ... �� +'�. �. �.kr.e C _i._+✓ a G '4. ....... , .s. -' o-t tGc� . ..... C 2. .. . ............... I1 ow 3D.. ._ �� . 1!> c. S T' c7 o..... ... [4Z.' �.. ....._' Al- .� � .. .. 4al l o'F....A' Am r2 _ .v PPnnir.T 2w ICimkW iws4i l,.i i i t; JOB ..J Cc� v i r .7A d l 067 v. TAYLOR DESIGN ASSOC., INC. ce SHEET NO. A= OF P.O. Box 1313 Z- _o FORESTDALE, MA 02644 CALCULATED BY (3* 'Jr DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE -r SCALE - ... .. t� A. 1 , ....... .... z G�,.9 C� 4- l® . 7D..V` •1 .V�. C4r-S P �_F icy ..... _.... r � 4� . ^ .. �.�.. - ... . ... . .... . C at Z IPLlF .... �4LlL- 0 .......... Teo �- - �3G" ........ .. . Ca oil . . ....... 1.... to �7Qc4�� Al c, �Y�. .., JOB {7 TAYLOR DESIGN ASSOC., INC. SHEET NO. Z7 OF P.O. Box 1313 FORESTDALE, MA 02644 CALCULATED BY c_lX I DATE��"' TEL./FAX: (508) 790-4686 CHECKED BY _ DATE -Q con SCALE _....-.. .. .... ........... ...._. r--� lc) 1-- Z.d M(� -�- .. . .......... .... ..... i .. _ . _^ . . ® ........... G.� 44 g ..... �.. �-e.. Z.4 ...... tom/4I.A.4t s_. ...� 1 o 0. �._0 ...- I �. ..... , 3 .......... �d S to, 44 64 oo ..... .. ...... I PRMI roe-ti is.. sn im i 1phwm •� JOB I 1. 0 C9 T�i g/ l✓/�a .g TAYLOR DESIGN ASSOC., INC. SHEET NO. OF P.O. Box 1313 .��.� ®� FORESTDALE, MA 02644 CALCULATED.BY DATE TEL./FAX: (508) 790-4686 CHECKED BY DATE S V t r SCALE .... �..._. ' A' ....... a, o ¢°_ .... 46 . O a '- . 3 . .q 6. .........._ ... b � s .4 ?yt „w s . 1 PS► PRnm rT 9nE-t A-11.ghll tl 7M-1(P.W) <,I 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 Map'parcel: a. 002 002 1044 Street Number: 00000 Unit: Dev Lot: LOT 44 Road Name: EAGLE LANE Sec. Road: T/R: l Villlage: .107- Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: IPLBK 617/69-75,(APP 7-62)M„Awx � m M w Date Added: . ..,.... Updated: plate owlAdd Another a httD://isscil2/Intranet/ProDdata/TemDParcelEdit.aspx?ID=Add 1/16/2008 a Foundation Certification in Barnstable, MA Prepared For : Lot 44 Eagle Lane Assessor's Map: 002 Lot002 - 0 1/4 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional FJ.R.M. Map Zone: C �.� Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone — (508) 771-7502 Fox — (508)-771-7622 Owner: Cotult Equitable Housing, LLC Job Number: 2005-214 Scale 1 = 20' 05-13-2009 rn co m a m a .. LOT 45 BENCHMARK: / LOT 44 SPK/SET . ELEV.-56.62 14s376f S.F. a J�y 0.33f ACRES OPEN SPACE 0- i�x �o A o.e of 1P. , i � o S 75'40'50' E 7.58' L-29 I LOT 42 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONJNG DISTRICT SIDELINE AND SETBACK �,� REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN � � AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. . . THIS PLAN IS NOT TO BE RECORDED .NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES, Wo. �fG E���y3 REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 0:\7005\9005-214\CIVII\11FSIG�1\7005-914PRIOTS.dwg, 5/13/2009 11:34:26 AM, 1i1, MTM GENERA NWM- 1. LOCUS PROPERTY LS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL. 02 p 2. SETBACKS: FRONT _ 20' SIDE,4m - 10• 3. UTILITY 1NFORMATIO N AS`SHOWN ON SUtIOf VISNXV CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 0 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MMI K FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT V MV AN ACEC. (AREA OF CRITIML ENVIRONMENTAL o"o CONCERN). SITE LS NOT W" AN AREA OF 007ED HMIBTTAT OF RARE WILDLIFE z a � LOT 45 PER NHESP MAP OCTOBER 1, 2006 ESTIMATED HABITATS OF RARE WILDLFr FOR USE WITH THE MA WMANDS PROTECTION \` 0 ACT REGULATIONS.010 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNN. POOL PER NHESP MAP J' `` 61•k��� /� OCTOBER 1,'2006 tERTFIED VERNAL POOLS.• S17E IS NOT WTTHNN A PRIORITY HABRAT PER NHESP MAP OCTOBER 1, 2006 'PRIORITY NWATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETIS ENDANGERED SPECIES ACT, REGULATIONS x 67.0 (321 / SITE IS A,ATE APPROVED ZONE N (FOUND WATER REDIARGE �$% ♦ PROTECTION AREA E 1 7C •�o \�\ ySb LOT 44 '�, CONSTR'UCttoN NOTES: 14.376E S.F. w► ed° d� 'I 033E ACRES 1. ALL GEINERAL CWIRUCT0 NOTES ON HEET C-2 FROM 1Tw . �, ►',��6 SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS DATED OPEN SPACE 6/25/07, STALL HEREBY APPLY TO THIS SITE PLAN. `� ,bd3 ♦ 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 56.5� `� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUTT MEADOn 5 �> QATED 6/25/07, SHAH. HEREBY APPLY M.THIS SITE PIA $• g' 3 SEINER BUILDING CONNNECTIONS: e' DID. x e• oEEP MIN. COM MALL BE 3 FT. x 57.0 LEACHMBASIN w i'STONE ASSET CLEMUTS AM BARNS.TABLEMC LEARANCE FROM O UTILITIES MVERT • 48.25 $• y�di CONNECT ALL ROOF MINIMUM SEWER SEIM CONNECTION SLOPE S1141.1. BE ZIX DOWNSPOUTS TO, G� ` LEACHING BASSI - 56.0 S \ OR EQUAL x 56.5 SMH #38 ��1%. '" R83/.9f MANCotuit Meadows Subdivision (As ) ` `� -50.82 DM►� 2 INV. IN - 46.62 G �C ��\ WATER ` Cotuit'Barnstable, Massachusetts �\ SMH ♦ SHUT OFF( S 7 7 ' E / 3 �---� •� (AS PROP D ``� • PFBVM FOR > / - COTUIT EQUITABLE HOUSING, LLC E/oc P. 01 Box 95 s Cewtemille, MA 02632 --- 45 LF VEGETATED 12' \ ISr RCP �` s DEEP RAIN GARDEN '� � s � �_, S-21,Jr _ Site Plan `. (250 C.F. STORAGE) �c (AS ) `JOP-56.26/907TOM-55.25 Lot 44 Eagle Lane � s s CAS'''�° \\� ENGINEERING & SURVEYING BA�:Z'ER NYE G If Registemd Professional s �40 30. E 'U. W t Engineers and Land Surveyors MA 601 �%jH OF rs �� ---, 51 78 North Sued 3rd Floor,Hyannis, 02 0�� s o W "" 35 LF Phone-(508)771-7502 Fax-(508)771-7622 ^"An W 6 R� `. DY _ ns 9 F 10.$ i 1 vIL u' 15 RCP (AS 3 so 4t S ` (As 1,, ` CISTEa�O��� SCALE IN FEET 'oNAL<EN�' SCALE: 1" 20• DATE 04-29-09 REV. DATE" REMARKS } Fs Lot 44 . MALE %82 2 0 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214