The URL can be used to link to this page

Home My WebLink About0029 OSPREY DRIVE i �t do Town of- Barnstable Building Department - 200 Main Street t Ems . ; Hyannis MA 02601 9�Ar b a`� k �508) 862-4038 Certificate of Occupancy Application Number: 201004799 CO Number: 2011,0003 Parcel ID. 002002060 CO Issue Date: 01110/11 Location: :. . 29 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type:. RC00 CERTIFICATE OF,OCCUPANCY RES Comments: , l /e- l/ Building Department Signature Date Signed TOWN OF BARNSTABLE - °�x�_�_s �4NE � , g . Application Ref: 201004799 - • * aAJIvsansa.E, Issue Date: 10/04/10 Re" rmit 9Q MASS. �Dp 1639• Applicant: BAYSIDE BUILDING INC Permit Number:. B 20102085 . Proposed Use: DEVELOPABLE LAND Expiration Date: 04/03/11 Location 29 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAM13,Y HOME Map Parcel 002002060 Permit Fee 1,275.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 250,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A.SINGLE FAMILY 3 BEDROOM 2 BATH RANCH THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 2 CAR GARAGE&20X13 FAMILY RM IN BAS MBINSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: RM Building Permit Issued By: Q THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;AI LY OR SIDEWALK-OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDINGCODE,MUST BE APPROVED BY,THE JURISDICTION.. STREET OR ALLY,.GRADES AS WELL AS°DEPTHAND LOCATION OF PUBLIC SEWERS-MAY BEOBTAINED FROM' THE DEPARTNIENTOF PUBLIC WORKS. THE ISSUANCE OF3HIS PERMIT DOES NOT RELEASE THE APPLICANT FROM:'THE'CONDITIONS OF ANY.', OLICABLE., UBDIVISION;RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 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. 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). Tom BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 3't. 2 f1PA2 PfA% t0 2q Eo R�� IBM 6 I 1 o7 3 [.to 1 Heating Inspection pprovaI Engineering Dept Fire Dept 2 Board of Health � d"16 r�, :� {. �: ,,;�. "., ___ _ F ,, --- ws� - � ti; �, yppiHEJp�,� _ Town of Barnstable BAeNSTAsLE.p; �_ .. Regulatory Services 7 MASS. 0 t639• Building Division pJfD MP'�A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 t Inspection,Correction Notice Type of Inspection Location -10t6O/Z? Os4,Oe Permit Number 2 o�2�? �. Owner Builder • br One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 5 SU ram►Y�c��( .�) Kcr��c . M 4 LL r Q e 440z r- rw?lV o�e--C UC--�-r dxl o Are T. UO C. 14- e O k Ne-g 3 �r 4----R a-A-iCf z� ;L b31 Please call: 508-862/�-403$—for re-inspection. Inspected by Date 1� ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 690 a Parcel 040? ('(0 Application # c1 (( —r Health Division Date Issued l CAI 1 a Conservation Division . Application Fee V g 2Z. Planning Dept. C-4 - Permit Fee i3 ` Date Definitive Plan Approved by Planning Board VR dv �1 r, Historic OKH ZIP k_Preservation/ Hyannis �S 12�9 9 !,n Project Street Address 45pjej'Y D R U I Village C7///% 1414- By COTJ) /T ,9 0 if/T #00 5/Av b' L LC Owner 82i4y 77HGF WCQ2 Address b 0Dx qS- CJr-A-'1ZU'—w 1LLJ-' Telephone Yd f' 717/— !D z/,Q Permit Request TO (-AQA/67,_dCT 1 :5 IAJ-6LF FA /L Y 3 3 1ii5bgWo- ,m Z 8-4714 941VC4 UJ 116 AIJ A7-MCgFb a Cr92' �A2�9� � b �} Z(�' x 13' F6rvt/LY 9,06M i/v THF_ Square feet: 1st floor: existing proposed f 73S2nd floor: existing proposed A1114- Total new P 73 Zoning District gr Flood Plain Groundwater Overlay 610 Project Valuation Construction Type 1f�00�// / Lot Size d`��y Grandfathered: 3'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Cld' Two Family ❑ Multi-Fam�Nco # units) Age of Existing Structure A4UJ Historic House:- ❑Yes On I i 'g g O Old K ng s Highway: ❑Yes GI'Ko Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.). 15F .3/2- Basement Unfinished Area (sq.ft) ,�o�1 Number of Baths: Full: existing new _Z Half: existing new 111A Number of Bedrooms: existing a new Total Room Count (note including baths): existing new First Floor Room Count Heat Type and Fuel: LIP/Gas ❑ Oil ❑ Electric ❑ Other Central Air: @r�es ❑ No Fireplaces: Existing New _� Existing wood/coal stove: ❑Yes pro Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ZD xd� Attached garage: ❑ existing QYnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Wrl o If yes, site plan review# Current Use VAnilj ` LO r Proposed Use Ji�S / t,416F APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �' Telephone Number 7-Z/ — /4`/D Address 0 S License # 46S6c/� ��✓'-Z Home Improvement Contractor# Worker's Compensation # 73 l0 d—/0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i SIGNATURE DATE 3ti ` FOR OFFICIAL USE ONLY APPLICATION# ~ DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Q9 k� fn oY ra PLN�t:` ✓. ,.�. �o FRAME S� lvA4ll�e Ant G(`� INSULATION FIREPLACE ` ELECTRICAL: ROUGH FINAL '= =` PLUMBING: ROUGH FINAL '} GAS: ROUGH FINAL FINAL BUILDING l(,W 4--AR4 !7 ¢ o7 , x DATE CLOSED OUT ASSOCIATION PLAN NO. F f i f� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d ' 600 Washington Street Boston,MA 02111' wivw.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers ADpUcant Information Please Print Le ibl Name(Business/organization/Individual):. Address•_ Q BZ6 3 7-71 --/D L!U City/State/Zip: b Phone.#: Are you an employer? Check the appropriate bg : :Type of project(required):. 1.❑ I am a employer with 4. I am a general contractor and I 6. El New construction . •employees (full and/or part-time).* • have hired the sub-contractors 2:❑ 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 �vorkin for me in an capacity, employees and have workers' g y p ty, 9, []Building addition [No workers' comp•insurance comp,insurance$ required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing ill-work . officers have exercised their ME]Plumbing repairs or additions ' Myself,[No workers'camp. right.of exemption per MGL 12,El Roof repairs insurance.required.]t c. 152, §1(4),and we have no 13.[]Other employees. [No workers' comp,insurance regdired.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infon-nation. t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the pub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. jam an employer that isproviding workers'compensation insurance for my employees. Below is.the policy and job site', information. Insurance Company Name: 01X4 (--� Policy#or Self-ins.Lic,#: I G G t7-73 `f Expiration Date: Job Site Address: L City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required ender 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 imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of Inyestiyations of the WA.for insurance coverage verification. X'do hereby certify under the pains•and penalties ofperjury that the information provided above is true and correct. Signature Date: Phone#: Official use only. Do not write in this area, to he completed by.city or town official City or Town: ' Termit/Liceuse# Issuing Authority(circle one): A.Board of Health 2,Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Sub Contractor General Liability Workers Comp ll Cape Garage Door 06101104 10/07/10 06101104 06101110 luminum Products of Cape 08115104 08115110 08115104 08/15/10 Baxter Nye Engineering'&Surveying 08111105 08117110 08%20104 08/20/10 Bortolotti Construction ` • , 03/07/04'. 03107111 03107104 03107111 Cape Cod Copper 02107108. 02107111 - 04104108 04104110 Cape Cod Marble & Granite 07/01/05` 07/01/10 08116105 0811611 Cape Concrete Forms 06105107 .08112110 12/07/07 _ 08112110 Carpet Barn Inc 01101106 05/01/10 01101105 01/01/11 Casella Waste Management 04130108 04130110 05101108 65/01/1 Chaves, Robert 08113104 08113110` 1211,7104• -1211,7110 Christopher Costa, Inc. 01/22/08- 08105110 02/06/07 02/06/1 t Concrete Cuts & Coring 06/07106; 06107110 10106106 '10/07/10 Cornerstone dba Tony Ar^ede 03110106 10/22/10- 03117106 02/23/1 !/ Coy's Brook, Inc 04124104 04/24/10. 09/21/04- 10101109 Dartmouth Pools &Spas 4 01/01/08f 01/01/10: OU01105 01/01/1 Davids Building,'&Remodel 01/01/07 01/01/10. 06114104' `0611411 D.P. Fuccillo Construction Inc. ' 10/20/06 10/20/10 10/20/08 `10/23/10 Fast Glass Service 08108109 08108110 04107109 04/07/1 Govoni Land Services ' 05131104 06122110 '07104104 06/22/1 Hall Construction 04129107 04129110 08114104 08/14/1 Joyce Landscaping 71115104 11115110 11115105, 11115110 Kitchen Appliance Mart and 08112104 08112110' .01101105 01/01/11 Electronics L &MGlass Co, Inc 05101104 05101110 .05101104' 05/01/1 MacDonald Concrete Finishing 01109104 01/09/10 04107104 01/091 . MAP Insulation 10/01/07 10/01/10 10/01/07`{ 10/01/10 Meagher Bros. Construction (DECKS) 04125109 04125110 11109108' 11109110 Meagher Construction (ROOFER) 06119104 03113110 '06/23/04 06/23/1 Morse's Masonry . 03110107 03110110 10111108 10/11/10 i Northern Sealcoating 10/01/07. V 0/01/10 04101107 04/011 _ Northside Design Associates 01/15/07 01115110 11/30/06', 11/30/10 Pastore Excavation Inc. :06105108 06105110 10/12/08 , 10112111 x Pro Fence Co., Inc. 03126107 '03/26/11' f 0312610�7 031261.11 Reed, Mel 07121104 07121110 07121104 6 712 11 Seaside Alarms, Inc. 02125109 -02125111 02110109 02110111 Sprinkle Home Improvement 07101108 07/01/10. 01101109 01/01/11 Steven Johnson-SMJ Carpentry F 04125104 ' .04125110 04125104, 04/301 - t Triple Crown Cabinets &Millwork 07130107 07130110- 12/12/07.<_ 1211211.1 VMA Electric ~_ t06/18/08, 06118110 0611-8108 06118/1 Viola Associates Inc. . . 04/29/08 04129110 04129108 04/29/ Walpole Woodworkers 10115106 '10/15110 10115106 10115110 Whiteley, W. Vernon 10101104 `10/01/10 10103104 10103110 Wood Floor Specialists 02103108 02103111 02/03/08 02103111 r r r ' - r � ,�s r � + � c � .. � , \\ V R . \��1(J'�\'\\ (\� �/ \ d �'rt J - F P��F 1HE Tp�� Town ®f Barnstable " Regulatory Services MAn s eexrtsrnss.r. : '.' Thomas F.Geller$ Director 1659.n �"�� Building Divisloll- . Tom Ferry, Building Commissioner Wi 200 Main Street,.Hyannis,MA-'02601 - Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Cori plete and Sign This.Sectio If Using .A. wilder A e-907'-OlT 6CV P ALL I, __.:_......:.. ,as..Ozvner..of the.s.ubject•propertp '_... .. . ! hereby authorize : . .to'act on rny,behalf,. in all matters relative to work authottized-by.this building.pennit•apphcation:fox:. , (Address of Job) 4 oy� Signature of weer- Date Print Natm ,x Massachusetts- Department of PuhlicSafet� Board of Building Regulations and Standards Construction Supervisor License License. CS 5645 i Restricted to: 00 BRI_AN TDACEY ; PO BOX 09 CENTERVILLE MA 02632 Expiratwn..4/19/2012`N Tr#; :21209 t Restricted to. 00 00- Unrestricted 1G-1:2 Family Homes. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass:Gov/DPS e � , AWC Guide to Wood Construction in High?Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL+ SUNROOM Q Check Compliance 1.1 SCOPE Wind Speed(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) ..... 2 stories <_2 stories Q RoofPitch ........................................ .......:......................(Fig 2) .................................................12 5 12:12 Q Mean Roof Height .................................. ......... ........: .........(Fig 2)..........:.......................................16 ft <33' Q Building Width,W ..............................................................(Fig 3)................................... .:'(........ 24 ft 5 80' . Q Building Length, L .............. ....... ............. ....... ........(Fig 3).. y ...::.48 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).. ..... ..... ..o.> !........1.5 <_3:1 Q Nominal Height of Tallest Opening2 ....... ......... . .......(Fig 4) .......................:...........I................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections................::..(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1. Concrete...........:........................................................... ...................................................... Q Concrete Masonry................. ......... ......... ......... ......... .........:........................... N/A 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ......................:.......... ........(Table 4).....::............................................ 45 in. Q Bolt Spacing from endloint of plate ..................:.........(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete.....:..................................(Fig 5)....................................I..............7 in.>7" Q Bolt Embedment—masonry.......................I................(Fig 5)........................................... in.>_ 15" N/A Plate Washer...............................................................(Fig 5). ......... .............................>_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).....................................................9 ft<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)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................._ft <_d N/A Floor Bracing at Endwalls........................... .......:...........(Fig 9)......:........ `....:.... Q Floor Sheathing Type ........ ..............................................(per 780 CMR Chapter 55)....... ......................... Q Floor Sheathing Thickness . .......... ......... .....:... .......(per 780 CMR Chapter 55)....... .... ........314 in. Q Floor Sheathing Fastening.. ..................... ........ ........(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........ ..................... ......... ........(Fig 10 and Table 5)..... ._....... ...........8 ft <_10' Q Non Loadbearing walls........................ ....... .......(Fig_10 and Table 5)..... ......... .`........18 ft <_20' Q Wall Stud Spacing ................... ........ ...................(Fig 10 and Table 5).....................24 in._24"o:c. Q Wall Story Offsets .........................................................(Figs 7&8)............................................—ft <_d N/A 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 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)..................................'............ It>_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 z 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) HeaderSpans ........................................................(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).:........................................9 ft 0 in.s 12' Q Sill Plate Spans..................................................:........(Table 9).................................._ft_in.<_12" N/A Full Height Studs(no.of studs) ...................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ........................................................ .............6'-8"<_6'8" Q Sheathing Type.............................................(note 4).........................:................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)......................................�..............4 Q Percent Full-Height Sheathing.......................(Table 10).................................lt.:................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................� .......6'-8"<_6'8° Q SheathingType..............................................(note 4)........................................................:.WSP Q Edge Nail Spacing..........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11)......................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)........................................ y ...........4 Q Percent Full-Height Sheathing ....... able 11 ....................................N.................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q iL ' AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone Massachusetts Checklist for Compliance (780 Guar 5301.2.1.1)t 5.1 ROOFS _ Roof framing member spans checked?.......................(For.Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft_<smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)...............................................'U=236 plf Q Lateral.............................................(Table 12)...,...........................................L=176 plf Q Shear..............................................(Table 12)..................................................S=77 pif 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 U2 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)...(fable 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 THE SURFSIDER MODEL+SUNROOM MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW 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. I 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 a AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WEN ZHO EDGE RESTS ON FRAMING USESd NAILS ATGb m 11 11 u 1-t it 11 11 1 1 11 11 11 If I 11 11 11 11 11 I N 1•I ' 7 11 Il N t 11 ;I Il '1 I Y 11 f 1 m 1 11 If � 1 a 40 II 11 I 93 al Ir 1 W V N IC11 1 W 11 I l r 1 ¢ 1 11 .Q 11 i l W 1 II II 11 7 . la t ' I 111,1 11 rl 11 n 11 11 1il 1 i -F.LMAK-SPA - tiles 4OU8LE CWG ------- it See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a irir Za + FRAMING MEMBERS i EDGE N ERMEOIAT£ e1 i 1 z "" __�_ STAGGERED NAIL PATTERN PANEL PANEL EDGE DOUBLE MAIL EDGE SPAMG DerAIL Detail Vertical and Horizontal Mailing for Panel Attachment REScheck Software Version 4.3.1 Compliance Certificate Project Title: THE SURFSIDER MODEL+ SUNROOM Energy Code: 20091ECC Location: Bamstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance:Passes using UA trade-off Compliance:10.3%Better Than Code Maximum UA:290 Your UA:260 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-oft rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • TOTAL CEILING:Cathedral Ceiling(no attic) 1482 38.0 1.5 38 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E TOTAL WALL:Wood Frame,24"o.c. 2060 21.0 1.5 99 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 150 0.310 47 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 Floor 1:All-Wood Joist(Truss:Over Unconditioned Space 1482 30.0 1.5 46 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 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE SURFSIDER MODEL+SUNROOM Report date:08/16/10 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM HARWICH.rck Page 1 of 4 REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-38.0 cavity t R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL 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: Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and.ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on.the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Project Title:THE SURFSIDER MODEL+SUNROOM Report date: 08/16/10 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM HARWICH.rck Page 2 of 4 (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring,and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. 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 warm-in-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 and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. I] Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. O 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. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and lockingAype longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 118.6 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.8 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0A inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 88.9 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 59.3 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: Fl Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 20091ECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Project Title:THE SURFSIDER MODEL+SUNROOM Report date: 08/16/10 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM HARWICH.rck Page 3 of 4 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Cj Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a . minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 4 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ci Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). 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.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) 1 Project Title:THE SURFSIDER MODEL+SUNROOM Report date:08/16/10 Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM HARWICH.rck Page 4 of 4 . o 2009 IECC Energy Efficiency Certificate LATE Ceiling/Roof 39.50 Wall 22.50 Floor Foundation 31.50 Ductwork(unconditioned spaces): Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Heating System: Cooling System: Water Heater: Name: Date: Comments: TempParcelEdit Page 1 of 1 PRIM pX x Logged In As: Wednesday,January 16 2008 Frank Sd)legel New Par Application Center Road System Reports Road System. The record has been added. New Parcel befall New Mapparcel: P6-27 0027 060 Street Number: 29 Unit: Dev Lot: LOT 60 Road Name: OSPREY DRIVE T/R: I Sec. Road: T/R: Villlage: 07 CotUlt Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69/75 (APP 7-62) i Date Added: Updated: Updates Delete Add Another http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 SMOKE DETECT'�t5 EVIEiNE BhRNSTA3LE 6UILDING DEPT. ATE �I a yo -- - -- __ ARE E REQUIRED FOR PERM/T71NG ® - — - - CARBON MONOXIDE ALARMS Z - - MUST BE INSTALLED PER 0 MASSACHUSETTS BUILDING.CODE - In y Z17 kj 001 ®0 w a oh FRONT ELEVATION ¢ o SCALE: 1/4° i'-0° - m m o. tu F -711 > _ — --- - - — w ce tu 3 z a () wIN tu L---J L---J .. SWEET Al REAR ELEVATION SCALE: 1/4° a 1'-0° DRAWN BY: KW - DATE: B/13/{O N M N' O Ln n ep Ld 4 --_ _ ----- -_-- - - J_ U) 7 -- - _ w .0 Q O DEl . M � o N ca LEFT ELEVATION m o 1'SCALE, 1/4° -O° p� im t L ......... ..... ......_ .............- ....,._-_..-.-._..-... __....._.--..__ w iL - 0 W NCO z tu — Q O ® ® w 6 a- w J SHEET RIGHT ELEVATION A2 SCALE, 1/4- m 1'-O" . - JOB, 1023 DRAWN BY+ K!N DATE+ 8/t3/10 62--0° .NOTES CONTRACTOR TO REF a'-0" TO WFCM 110 X BAN (a)TW 24410 4'-0° e'-4" 4'-10° 12'-6° N CHECKLIST FOR AODI ZONAL 2'-a° - 30 vw x 60 T/6' - - ppp ((� HIGH WIND TEC14NIQU .� RELATED TO THIS P N a 1q'_6' - 0 .. SHEAR WALL COMFLIAN E� We 30%OF EACH WAL RUN (3 I TIN 24410 VERTICAL SHEATFII WITH t x 60 7/0' -72 3/4 x 2 7/6'— _ 0d NAILS 3' EDGE/2' FIELD SUNROOM (4)16d NAILS PER 17 BOTTOM PLATE Q —� o La 16%OF EACH WALL RUN �-ii VERTICAL SI-IEATFII G WITH W Sd NAILS 3' EDGE/2' FIELD x o (4)16d NAILS PER 17 BOTTOM PLATE LL 1 o T _RAL PKr tr o•cenascRaL �° 11'-0'CATHEDRAL ` I V9 m SKYLIGHT' eWM MASTER BEDROOM ' I OI CARPM1T °m CARPET t- --------- -- a -- -- '-6 II ! 6-O° i6'-° 14'-O'CATNEDRAL ' FLAT CEILING w (2)A31 f✓ " �N 0 LE KITCHEN 36 I/25raa s/a' � L6. �SC 1/B'x.60 71W r DINING I REP __ (2)IB'L ___ _ BILL 6'A.F.F. LU TW 4410 ¢ '^2-� 2¢ OAK . f OAK ,•r5 I L DGE RIWi(E PO1°T9 m m w \ F1.A T if N < O 3/4'V-11 3/4° 13'-10 1/21 I 3'-8' '-6° I".o .,• S- ° I\ '�4° 6'-B' m o m N n 2)W LVL C2)te'LVL o OAK S 4x4 CONTINUOUS BI-FL Q Q Q Q . 2¢ -••.• '[¢ PARALAI'1 STRUCTURAL RIDGE PANTRYON 2 2 2- _ 2 x ppUU� 30 I/6' 60 71WM 4' 4 7°I I ICE IO TP \ "� Y 2 FIRE ❑ ® I4'•b CATNEDRAL ¢ Q �I Zi II'-0'CATHEDRAL LIVING 2 O v "v BEDROOM 2F3 Q O' ? ! 22 34 U2'x 62 t/2' m -�' CARPET _- v i0 I 9 UTE 28" W PNONE — J ---- r' TRANSOMtu n-- ----- LP TV -9ABE CAB. i i ABOVE m Z to , AN QM S V 3 63 S/a' 21' 3Q sTEEi ABOVE [ _—_ p w W Gj TW 24320 a Q 1/6'x 4a T/9' J 6 J - S S ® GARAGE J F CONCRETE etAe W c PITa TOMWRD DOLOR 3 2' t: o L 1 7%1%'0,11.DOOR _. OONXRZTE APRON 3HEtT SEE &113'T A/4 - FOR FRAMING DETAILS ' FOR WALL BRACINGJNG 4'-3° 9'-0° 12'-7° 2'-7° 2'-O" I6'-O" 2'-0° ' 24'-2° L 20'-01 2'-10° JOBS 1023 DRAWN BY. KW DATE, 8/13/10 I6'-2" I6'- 2q'-1O° N — ---------------- ` • (� v I I I 2-2x10 GIROZ 41..4 P.T.P05T 4 I �LV.METAL POST A404M I C !n I10'•SONG new PIER TYR DTRo I lb1` O o c a I [F - I1b u I `• c 1 32 I I I ® LQ --- G1 a L--------------- ----- ---- ®1 U IL f,—_: .. •�.. sri —J L 'J ` I 8 x7 9"CONCRETE WALL I ----- 7.-."2 GIRDER I6"xi00 CONT. FOOTING v I I . Enn I ¢ M a 9 7'-0° 3'6 " 6' 7'-2" 9'-S° 6'-2" 6'-2 I �"' z Q O y I 1 [qe/�' mN = 19EAF1 -�- a-, :'!BEtA1, I m m 0. L'' J I �w d Bokeo'x1Y — , LPoO� I _- -_: cow.PAD 3-2x12 GIRDER —— I _ a I/2•D1A.STEEL — _ — I COL TYP. ;[' I -- =----- ---- --- - lr-- 6 a` anaGreFu°r DROP 10" @ DOOR I S 1/2•CONCRETE SLAB - I VAPOR BARRIER v tu I . S'x7-q"CONCRETE WALL I s 161x10°CONT. FOOTING 1 II— I I�I 24,_0n .; UP "I AL I Y'1 V Q b -- -- --- ---� _ Z tp Q 3 .-. -------s————————— — I41cDNCREtE BLAB I I N q STEP 41 Z I II a NOTE, STEP WALL .. I I 1 J C4 F Q _ 0 5/8"ANCHOR BOLTS CONCRETE 6'-2° I i o I I I W El-BEDDED r DROP 12'FROM SPACED 32" O.C. TOP OF FM1NDATON I O 0.6 5� 12" FROM CORNERS I "� 3"x3'-q°CONCRETE WALL I 111 #VV • WASHERS 3°x3°xl/4' I I 1b'x10"CONT. FOOTING I I DROP 10"@ DOOR I I FOUNDATION , PLAN L — — - ------- SCALE, 1/4° m I'-O° I - I SHEET 24'-2° 20'-0" 2'-f0" 62'-0' J68, 1023 DRAWN 5Y• KW ' DATES S/13/10 m-. 0 o to � n n o ! - INS FIRST BLOCKING 0-FTER Z 1' FROM GABLE WALL .. t0-M U '7 RIGID WIND WASH BARRIER REQUIRED pm® W O RAISE CEILING J018T5 TO AT EXTERIOR EDGE OF E%TERIOR �/ V ° ALLOW 6-6 DOOR AT TOP OF OP PLATE STAIRS RIDGE VENT . _ (2)IS-LPL STRUCTURAL RIDGE EOARD !r aj AS CDT PLY.SHEATHING ASPH I iO� - � ti O� a RBB INSULATION � ALT SHINGLES BOIL ap-iEr�e B� B.0 a �C 12 2m MR 218'e V 1 Oc 11 1 Q4 2.tO DORMER RAFTERS s FOATING DORMER' � ro AN 451 9 INTAIN AIR SPA¢ CATHEDRAL CEILINGS,' 53 8/6'x 21' 'g4 14'-0'LIVING/DINING 3'-0° - W STORAGE PARAL4M 'i 12'-O'.MASTER SUITE }' Z PU TO IP-O'BEDROOMS i VENTING DRIP EDGE O OVER KRCNF?I RIDGE //��CIOK9SECOIID MEM832 M q� 2x0 Y NL .C. - I / ALUMINUM GUTTERS AND DOWN SPOUTS W i !' _ FRIEZE BOARD AND MOULDINGS M a �1.3 STRAPPIM HURRICANE CLIP' 1/2'GYP.BOARD 1-1 ' FASTENERS AT ALL L1 —BR STAIRS� I RAFTER/TOP PLATE L e-2d2 STPJ12� S I JUNCTIONS TYP. SUNROOM KITCFIEN I 2ze EXT.STUDS 0 24"D.C. Y L1 I 1 I am. � � L1OISH L FYMD INSULATION I TYVEK WRAP(OR EQUAL) B/4'096 SUBFLODR L I CEDAR CLAPBOARDS IN FRONT �R30 FiBERGLA55 INSUL. L i I W.C.SHINGLES SIDE 6 REAR -. P.T.2X6 SILL+SILL SEAL 2.10.0 I6'O.C. 0 ANRI0.R AT 36'O.C. S-2A2 GIRT 3-2112 GIRT B I/2'STEEL COLUMNSX, l TAIR9xI2 STRINGERS I _ W . c- BASEMENT e I Z Q!n I 13'-4a I (]a Q �B V2'CONCRETE BLAe.... I AMP PROOF MELON GRADE W Q-QaQ Q 30a W�I— N _.. CROSS SECTION . 0 SHEET A JOB, I DRAWN BY, KW DATE, B/13/10 N N Qo STAGGER NAILIN �B� INTO BOTH PLATES t Y^ l—2e6 D.L.TOP-PLATEin ErEND NOR TO CORNER 2.6 DBL TOP PLATE (^® W rs - I FULL MGT.STUDS 9�• JACK STUD �MM • NAIL TOP PLATE `�� W VERTICAL TO BTM OP HDR STRUCTURAL PANEL _ W/2 ROWS OF ISd NAILS W o NAILED Sd COMMON 0 3°O.G. m s•O.C.EDGE - R AND 12 IN FIELD STRUCTURAL PANEL HEADER CONTINUOUS HEADER dr•' - NAILED Sd COMMON O MULTIPLE OPENINGS - w 3°O.C.EDGE AND FIELD dal U L SIMPSON PHD(14 GA. r • DOOR TRIMMER STUDS (}� o i Q o STAGGER NAILIN £ ��y INTO BOX AND SILL UJ V 2-5/5•ANCHOR BOLTS n w/3"13•PLATE WASHERS ' ,l s SWEAR WALL COMPLIANCE: - O Ln W. 30%OF EACH WALL RUN VERTICAL SHF-AT14ING WITW - -- - Sd NAILS S' EDGFA2" FIELD ` Q z .. ;i (4)16d NAILS PER FT BOTTOM PLATE m Q L. 16%OF EACH WALL RUN VERTICAL SHEATHING WITH - Itvas (l) O. • 8d NAILS S' EDGE/12' FIELD - (4)I6d NAILS PER FT BOTTOM PLATE - ONARROW WALL BRACING AT GARAGE DOOR SILL TO PLATE w/ WOOD STRUCTURAL PANELS 2 scALe,N.rs. SCALE,N.T.S. i JOINT DESCRIPTION wren a ewL mvcnm LaelDu N4L8 aLa NAI48 ' ROOF FRAMING Lu DI�r��v awrrw(me wl�m) -� GOI e1D / ro aAFree tmro Iwum alBe - sBo+mm.. W � J I WALL FRAMING tov rurm AT Dn�•tlws[Il4 1LUlID) MIM a-ua T JDDItB Z (n Q _ N 6TYD(FALL WIL®7 D-Nd TW 90 O.C. H61DOt TO 10:1DCR(IALa IWLaD) IBC fM N O.L.A4A10 fiD9m W RAFTER®16'O.C. lu FLOOR FRAMING Q V Q xler TO mur tw FLAT!as GROaP 111 NML®) +-ea tBY Fo0 JWBT w n Q J nonwD TO b16T(TOa BwL®) L-I�tl L-au P1LN el® }tl-j elaxln M mu a TOP FtAtL(TV6 NAIe.m7 .-u0 aALH DLGT o[ O W Q La00m2 OITUF TO aaAM eR mRDfO!(PACd NAa.®) a-IId MIW aALN.CmT aD H2.5 0 EA. RAFTER ,�wr To.aar(eim IauLnllso) a°O°i00 aim F�EIB.bBr J ' Q sum JdDT M mLL oR raF n�Td CI>�NMI ) TiiD F!R FWf (r j A ROOF SWLAT14ING Lu TOP PLATE FLwD atmrcrSaAL vANm O aArrem ae rnwem avaxD w ro w•o.c m ua B•eDLeiO•Has 13 � FAFrmm as Tnueaee m•ALm ovine u•oc, m m e®Dan•nm # .-�• oAxa mmlwu saws oa aAu raua+.ro cnl.a wmu+xlc m la •mcvv Fm..D (n awa omwAu IM1ua oR RAtZ twos w eIWCWRAI m Im M mav✓nEI.D ounaumrD omw.,,vAra ae DNm tw.ae w laamur msLm m Iw .•enaere Has CEILING SIEATWING J GRAFTER TO PLATE CONNECTION i LYFmD1WBLpOAaD FemL�ma reamer^,D SCALE,N.T.S. WALL BHIEATWING r�coD atwrnw.L Hums atwe e•Aem K m Dc•oe m roe v enmmr Fina SHEET ✓6.4TP�xlBu.ecAi� FAIle9 �L2lIDlO - T�fl�mD FLOOR SHEATHING waoD DtWKTUAAL vA.•ma F QI LE9a Y 10! Y EDLa/I'E- . LG34tLR TxAa r Itb ne v eamry neLo JOH: i023 DRAWN BY. KIN DATE. 8/13/10 SEP-22-2010 12:53 From:BAYSIDE BUILDING 508 775 0155 To:15087906230 P.2/2 13ayside Building Inc, Cen,iilent:es ol}I11suM11CO 2010 Sub Contractor General Llablllly Workers Comp All Cape Garago Door 06101104.11 10/07110 06101104 a 0610!/I1 Aluminum Products of Cape 08/15/04 08111111 08/15104 08/1511/ Anthonv_Averinos - 07120104 04106111 07125104 L 07125111 Besse Landscape&Nurscry 04130107 ; 04130111 05118107 ' 07117111 Baxter Nve Ertglnecring&Survgving 08111105 08117111 08120104 08120111 Borrolottl Construction 03107104 03107/l.l 03107104 03107111 Cape Cod Copper 02107108 02107111 04/04/08 04104111 Cape Cod Marble&Granite 07/01/05 07101111 08116105 08116111 Cape Concrete Forms 06/03107 08112111 12107107 06108111 Carpet Barn Inc 01101106 . 05101111, 0I/01/0S 01/01/11 Cavella Waste Management 04130108 04130111 05101108 0.5/01/11 - - r- Central Vacuum llousu l2/01/05 .12101110 01101107 01/01/'11 Chaves, Robert 09113104 08/13/11 12117104 12117110 Christopher Costa, Inc. 01122108 08105/10 02i06/07 02106/11 Cornerstone dha Tnnv Arede 03/10/06 10122110 03117106 02101111 Dartmouth ....... ools& ........... as _ .Pools ... 01101108 ' 01/01/11 al/alios 0u0I/11 - Davids Building&Remodel 01101107 01/01/ll 06114104 06114111 D..P. I'ucrlllti CanslrucNon it, 10120106 101201.10 10120108 1012_110 Fast Class.%rvice^M T 08108109 08108111 0 410*710 9 041071.11 Covonl Land Services 0.1131104 06/22/l I 07104104 06122111 Hill Canstructlon 04/29107 041201.1.1 08114104 08114111 Jovice llinc�scupinb�_ 11/1S/a•! i .11/i5/10 11i15/0s 11/15/10 Kitchen Appliance Mart and - 08112104 08112111 0M)1105 0.1/01/I1 Electronics L 6i M(;loss Co,.Inc 1,05101104 05101/11 ' 05/'01104 0/01/11 MacDonald Concrete Finishing 01109104 01109111 04107104 01109111 ASAP insulation 1010.1107 10/000 M/01/07 10/0/110 Meagher Bros. Cons►ruction(Q/iCk ti), ,04125109 03124111 11109108 11/09/10- Meagher Cnnstructlon(ROOFED) 06/19/04 03113111 06123104 06/23/1I Morses Masonry 03/10/07 03//0/11 10111108 10/11/10 New England Concrete,Solullons 04/01/10 04101111 03123110 03123111 New l;ngland I-/ome l echnnbgles 01122110 01/22/11 01122110 01122111 Norlhern Scalcoatlrg .1010.1107 r.10/0///0 04101107 04101111 Northslde Design Assoclales 01/LS107 0/i15/17 11130106 11130110,u Poslore Etcav'atlon Inc. 0610JI08 { 06105111 .10112108 10112110 Pro),ence Co., Inc. 03126107�03/261.1.1 03126107 03126111 Reed, A1ei 07/2)104 07121111 07121104 07121111 Sprinkle Home Improvement 07101108 07101111 01/01/09 01/01/I1 Steven Johnson.SMJCarpontry 04/2.5104 04123111 04/25/04 04130111 Anthony Spaxnuola dho Spags - 04/02107 04102111 08//1107 08111111 P7ola Associates Inc., 04129108 04129111 04129108 04129111 Walpole Woodworkers 10115106 10/I5//0 IOIIS106 10/15/10 Whlteticv, W Vernon 10101104�10/0.140 10103104 I 10/03/10 Wood Floor Speclallsls 102103108 02103111 02103108 02/03/1I Page I of TempParcelEdit Page 1 of 1 4 It k'1� hra%ya''�5�"xx�'f�,�" € a. s 2 a,y :. � v� ✓y��y �y�c+ i Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 060 Street Number: 29 F Unit Dev Lot LOT 60 Road Name: ~OSPREY DRIVE T/R. Sec. Road: Villlage: 107 - Cotuit v Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69/75 (APP 7-62) Date Added: Updated: pdate ®eleteyAdtlnothe; http://issgl2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, Ma,, 02635 Location Lot 60 N 29 Osprey Drive Subdivision of Barnstable Assessors Map: 002 Parcel: 02 - Baxter 'Nye Engineering: � Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D , OWNER, Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 ` Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed. Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282` Phone.- (508) 771-7502 Fox — (508)-771-7622 Job. Number: 2005-214 Scale : : 1 = 20 09-28-2010 as o o o z LOT _59 co M fog 1 7'. ^ S 7 LOT 60 99404f S.F. 1�9, �, a 0.22f ACRES , _ter- _ -:-t,q_ �, -.....-. E f. __ i�•-- - N- o�N N � 1 z 0)� ?o J co ,4 4p w�' �i co .9, hN h 1 ,a 6 N N. ^ 2 t , S 109 17 f . LOT 61 L . cc dp Q .. c v CERTIFY THAT TO THE.BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN. OFr r BARNSTABLE ZONING BOARD_ OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED 1N RELATION TO v PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45.) AND IS NOT LOCATED WITHIN .A. SPECIAL FLOOD HAZARD. AREA. t4o. THIS PLAN IS .NOT -TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH .PROPERTY\LINES. :' fCIST g REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE c c , - GENERAL NOTES. 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT - 20' SIDE/REAR - 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABRAT OF RARE Q WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED Z HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 "CERTIFIED VERNAL POOLS.' SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULA71ONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER / RECHARGE PROTECTION AREA �/ �' � �' CONSTRUCTION NOjE / 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, S%MLL. HEREBY APPLY TV THIS SITE PLAN. LOT 60 r '' ,, 2. ALL GRADING, DRAINAGE; AND UTILITY N075 ON SHEET C-5 FROM 994 S F'. 108 tr .-'' _ �' THE SUBDIVISION PLAINS FOR COTUIT MEADOWS, DATED 6/25/07, SFLNl HEREBY APPLY TO THIS SITE PLAN. f AC64 3. SEWER BUILDING CONNECTIONS: VEGETATEQ 12 � �, - MIN. COVER SHALL BE 3 FT. r ��- / DEEP RAIN �, 65.0 x64.25 - SET CLEIWOUT'S AND MAINTAIN CLEi4RANCE FROM OTHER GARDEN (125 C. 65.5 x UTILITIES AS REQUIRED BY E MINIMUM SEWER SERVICE CONNBCTION SLOPE SHALL BE 2.1X LE DPW STORAGE) rr � TOP-6 .o/ % N 5.7 65.25 r BOTT -61.0 6744 / �to 14.0 / \ Y r? m =� INv- 65 5 65.0 N .S2 Cotult Meadows Subdhrlslon rrr 11 r -. 64.0 14�\ �` 59 LF " SCH •--- � � � o ., z x, � � a Cotuit•Barnstable, Massachusetts ,6, DIA. x 8 DE'kP I 64.0 CLEAN 64.05. / �y. L. PREPARED FOR ,STONE SURROUNDING, � � � ?0. OUT w�/ � 57.E COTUIT EQUITABLE HOUSING LLC CONNECT ALL ROOF �� 63.0 4 CURB DOWNSPOUTS To x \ 63.0 4.0 1 Wq STOP , .! ! r LEACHING BASIN 62-25"� R l P, 0, BOX 95 OR EQU�L x ze�' �'�� 63.0 Centel'vllle IIIlA 02632 A O I 6 .5 x �3.8� TITLE x x 3 Site Plan 3.0 x 6t.o 3.o / Lot So Osprey Drive � x VEGETATED 12" " 3 BAXTER NYE ENGINEERING & SURVEYING DEEP RAIN / vj GARDEN (125 C.F. Registered Professional STORAGE) TOP-62.0/ 3 Engineers and Land Surveyors BOTTOM-61.0 / / 78 North Street,3rd Floor,Hyannis,MA 02601 p�sK OF ass o / C-7 Phone-(508)771-7502 Fax-(508)771-7622 rrH ti� cl N 20 0 20 60 3 0 �� SCALE IN FEET FssroNA� SCALE: 1" = 20' DATE: 08-09-10 REV. DATE: REMARKS Lot 60 nRAt M MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214