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0038 OSPREY DRIVE
0 7c ` ICI i s r� K Town of Barnstable ' Building Department - 200 Main Street BAMSTABLE, * Hyannis, MA 02601 9 MASS. �by�639� a• (508) 862-4038 Certif icate Occupanq f o Application Number: 201003589 CO Number: 20110004 Parcel ID: 002002070 CO Issue Date: 01110111 . Location: 38 OSPREY DRIVE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: lD r Building Department Signature 'Date Signed �tNETn. TOWN OF BARNSTABLEBu ' ' ti � ng Application Ref: 201003589* BARNSTABLE, * Issue Date: 07/19/10 Permit y MASS, qjA i639. �� Applicant: BAYSIDE BUILDING INC rF�MAC A � . Permit Number: B 20101402 Proposed Use: DEVELOPABLE LAND Expiration Date: 01/16/11 Location 38 OSPREY DRIVE Zoning District Permit Type: ,NEW SINGLE FAMILY HOME Map Parcel 002002 70 Permit Fee$ 1,224.00 Contractor BAYSIDE BUILDING,INC Village App Fee$ 100.00 License Num 005645 Est Construction Cost$ 240,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM, 2 BATH RANCH WITH AN ATTACH D THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR GARAGE , INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUHtED,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: lfx� 1/0 THIS PERMIT CONVEYS NO RIGHT-TO OCCUPY ANYSTREET;ALLY''OR SIDEWALK OR ANY.PART THEREOF;EITHER;T�EMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THEBUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION.OF PUBLIC-SEWER&MAY BE.OBTAINED FROM THE DEPARTMENT.OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROMTHE CONDITIONS OF ANY APPLICABLE„SUBDIV.ISION 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). 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION PPROVA S 1 fz 9 07-g 2 blNS 2-g kr i 2T I >� 1 Pl 2S �� 5.0 r%7/iv 3 ok wires rw���E s(G�c � 1 Heating Inspection Approvals Engineering Dept A►+b� �F Hopi tssEu_ tl Fire Dept 2 ) C��S Board of Health L �`w, bk' ►��29I�D l n t _ • 1. r e.: t, t FINET° Town of Barnstable _ `BARNSTABL6.`' - - .Regulatory Services 9 MASS. 03 MA'ACS Building Division pTFD a, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 i Inspection Correction Notice Type of Inspection Location 0 stP,c Ir Iot CT' A"9 Permit Number 2 o r O Owner 09 7- � ,• 7 5 r — Builder One notice to remain on job site, one notice on file in Building Department. /The following items need correcting: _,• Si-b S!5- S4PeQk-7- WIr551rJ6 — (:2iQ7- A--r' 5'7t I- 2s. v E7 ez- L t-t/k-N 5 -r a iU� L6%�- Co E i C:> pf bLi tJD a}. r ON A 99 Please call: 508-862-463-8-for re-inspection. Inspected byJ�� Z¢- Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION rt r Map 009, Parcel Application # 6 8 Health Division Date Issued l t /0 Conservation Division C' Application Fee Planning Dept. �1 v Permit Fee J ` Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 3 O 0 S PEE Y bA I VE Village CmTu /-t C?®7 _01T h69vr o-t75 Owner LLG Address f- BaC qY C_FV1 s',V -�=- Telephone -7 Sw Permit Request 7-0 CAN 5_fP1J677 /I- 3 6e-2:W)d A , 2- 6 AZtI (ZAAt+ -W c T-tf a / /1-7-T G#6A 2. Gl9 e &r,91CAW , Square feet: 1 st floor: existing proposed f t Y 2nd floor: existing proposed �4 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation$2%d.dOO Construction Type Lot Size �(q7 /5 Grandfathered: ❑Yes &//o If yes, attach supporting documentation. Dwelling Type: Single Family © Two Family ❑ Multi-Family (# units) Age of Existing Structure /O Historic House: ❑Yes 2 No On Old King's Highway: ❑Yes wqo Basement Type: Y ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) I I Number of Baths: Full: existing new oq_ Half: existing new D Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new(_First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other Central Air: dYes ❑ No Fireplaces: Existing New ! Existing wood/coal stove: ❑Yes Ulo Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: U existing ❑ new size_ Attached garage: ❑ existing dnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ [9'Yes No If yes, site plan review# � �i -- - Current Use VACA-N,r L-o $' Proposed Use 6/A)GcF FIO �Y (Z.>r'� l 1"C: = tlr-^=v. 4 tl APPLICANT INFORMATION ^ (BUILDER OR HOMEOWNER) Y /; ��� Name �t � Telephone Number 77/ d. LDYfJ�:. Address �` License # Home Improvement Contractor# Worker's Compensation # C�` 7✓��1���'lp ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ck" 1 c/&K SIGNATURE tl c// DATE / /l� FOR OFFICIAL USE ONLY APPLICATION# DATFISSUED NiAP/PARCEL NO. fr ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ®C� � �� �® / /o�o7�OR/� FRAME A^f R sG `� roA ro/LEI-lam 'k z INSULATION r FIREPLACE Ik ELECTRICAL: ROUGH FINAL '4 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING R,6 0 ' DATE CLOSED OUT ASSOCIATION PLAN NO. 4 tk} i THE Town Of Barnstable Regulatory SerAces kciss . Thomas F. Geiler, Director Building Division Thomas ferry, CBO,Building Commissioner 200 Maim Str6et, Hyannis,MA 02601', www.town.b a rnsta b l e.m a.us Office( 508-862-4038 Fax: 508-790-6230 PLAN REVIEW 1 DOZ-002- oho Owner: Map/Parcel- Project Address 300 Os Ar� Builder: J? s 't e.�e cr The following items were noted on reviewing: lon `A- y/ � c� L Reviewed by: Date: 7 - / —/p Q:Forms:Plnrvw TempParcelEdit Page 1 of 1 Mr R. x 'tl �z � ✓ yr6 � Logged In As: gg Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 1 070 Street Number: 38 Unit: Dev Lot: LOT 70 Road Name: OSPREY DRIVE T/R: l Sec. Road: T/R: Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 .__..._.. ...... Plan Ref: jPLBK 617/69-75 (APP 7-62) ! Date Added: Updated: Update; """Deletes Add %mother http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Massachusetts- Department of Public Safety Board of Building Replations and Standards Construction Supervisor License License: Cs 5645.. Restricted to 00 T-FDA EYE` € }BRIAN C ?,; w PO BOX 9, 1 CENTERV LL MA 02632 Expiration ..4/19/2012 CommSioner .5.'- Tr#: 21209 § -� 7 .= 7777 s{ 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 . a e r P�Of THE 1pk�o Town of Barnstable h ~' Regulatory Services A e MAM s $ Thomas F.Geller,Director 4'pTeo jA°� puliding 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 ilk COY ;as..Owuet..of the.s.ubject ptopetj.- :. hezeby authorize_�!`9 y� C�IL I��, >AJ ' to`act on tny.b ehaH,. in all matters relative to work authoiized.by.this btlflding-p e=it-applicatl'ont for: ' (Address of Job) s , -71 Yj- /0 Signature of Owner Date a ,vim ' / y Print Name ' The Commonwealth of Massachusetts Department of.IndustrialAccidents " Office of Investigations ' a 600 Washington Street Boston,MA 02111' wf w.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information .Please Print Lelzibly Name(Business/Organization/Individual): , MC •Address: 0 x S City/State/Zip:CF,A/7Zei(tL /V-4. Phone.#: '77 Are you an employer? Check the appropriate box: :Type of project(required):. 1.❑ I am a employer with 4. [KI am a general contractor and I 6. ❑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, Q Demolition 'vvorkin for me in an capacity. employeey and have workers' g Y P ty� 9. ❑Building addition [No workers' comp.insurance comp.insurance l' required.] 5, Q We axe a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing ill-work . officers have exercised their 11.Q Plumbing repairs or additions ' myself.[No workers'comp. right of exemption per MGL 12.E Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' 13'.Q Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors mutt submit.a.new 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. Xthe sub-contractors have employees,they must provide their workers'comp.polio number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. _ Insurance Company Name: Policy#or Self-ins.Lie.#: IV GF 00-73 Y'D( l0 Expiration Date: // d Job Site Address: 31 0.5164ey City/State/Zip: `T 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 tip 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 maybe forwarded to the Office of' Investigations of the WA for insurance coverage verification. ' I do hereby certify under the pain • enalties of perjury that the information provided above is true an'd correct. Signature Date: Phone#: Official use only. Do not write in this area, tb be completed by city or town official City or Town: ' .Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Bayside Building Inc. Certificates of Insurance 2010 Sub Contractor _General Liability Workers Comp AnthonyAverinos 07/20/04 04/06/11 07/25/04 07/25/10 Baxter Nye Engineering & 08/11/05 08/17/10 08/20/04 08/20/10 Campbell, William 08/26/04 08/26/10 07/13/04 07/13/10 Cape Cod Marble & Granite 07/01/05 07/01/10 08/16/05 08/16/10 Cape Concrete Forms 06/05/07 08/12/10 12/07/07 08/12/10 Carpet Barn Inc 01/01/06 05/01/11 01/01/05 01/01/11 Casella Waste Management 04/30/08 04/30/11 05/01/08 05/01/11 Chaves Robert 08/13/04 08/13/10 12/17/04 12/17/10 Cornerstone dba Tony Arede 03/10/06 10/22/10 03/17/06 02/01/11 Co 's Brook Inc 04/24/04 04/24/11 09/21/04 10/01/10 Davids Building & Remodel 01/01/07 01/01/11 06/14/04 06/14/11 D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10 Hill Construction 04/29/07 04/29/11 08/14/04 08/14/10 Kitchen Appliance Mart and 08/12/04 08/12/10 01/01/05 01/01/11 MAP Insulation 10/01/07 10/01/10 10/01/07 10/01/10 Morse's Masonry 03/10/07 03/10/11 10/11/08 10/11/10 Northern Sealcoatin 10/01/07 10/01/10 04/01/07 04/01/11 Pastore Excavation Inc. 06/05/08 06/05/10 10/12/08 10/12/10 Reed, Mel 07/21/04 07/21/10 07/21/04 07/21/10 V&iteley, W. Vernon 10/01/04 10/01/10 10/03/04 10/03/10 Wood Floor Specialists 02/03/08 02/03/11 02/03/08 02/03/11 Page 1 of 1 JOB r ke"o k-v s• i. 6 D u— TAYLOR DESIGN ASSOC., INC. SHEET NO. t OF 4 P.O. Box 1313 Forestdale, MA 02644 CALCULATED BY ` DATE Tel./Fax: (508) 790-4686 �]n Jr( CHECKED BY OF Ad. 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I*I t L,. r.4 64- t44; AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist fo'r Compliance(780 CMR 5301.2.1.1)1 Lot#70 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)..................................................................::..............................................110 mph Q WindExposure Category.................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Roof Pitch ................................................................ ......:...(Fig,2) ..................:..............................12 5 12:12 Q MeanRoof Height ............................:........................................(Fig 2)..................................................20 ft _<33' Q Building Width,W ..............................................................(Fig 3)...............................:.:.j.....:...... 56 ft 5 80' Q Building Length, L ..............................................................(Fig 3).................................. .Q......56 ft :5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).................................AM- 1 .<_3:1 Q Nominal Height of Tallest Opening2 ...................:......................(Fig 4)................................................:6'-8"5 6'8" Q 1.3 FRAMING CONNECTIONS - General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................:........................................................................... Q ConcreteMasonry.....................................................I......................................................... ................... N/A 2.2 ANCHORAGE TO FOUNDATION'.3 a 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete e-12 Bolt Spacing—general ................................. ........(Table 4)::.........................:.................. Q Bolt S acin from endloint of late ................ Fi ......12 in Q Bolt Embedment—concrete........... ............................(Fig 5)..............;.........:.........................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)..................I........................ in.>_15" N/A PlateWasher...............................................................(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'-0"_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 5 d N/A Floor Bracing at Endwalls..........:........................................(Fig 9).................................................................. Q Floor Sheathing Type ..............................................:.........(per 780 CMR Chapter 55)..................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls...f.....................................................(Fig 10 and Table 5).........................81-6"ft <_10' Q Non-Loadbearing walls.................................................(Fig 10 and Table 5).............................18 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24"o.c. Q Wall StoryOffsets .......................................................(Figs 7&8 .. ft <_d N/A I s S 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 6 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 zW/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)................:.............................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ................................................I........(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).........................:................8 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9).................................... ft_in.5 12" N/A Full Height Studs(no.of studs) ...................................(fable 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" Sheathing Type............................................:(note 4)...........................................................WSP Q J Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing P 9.........................................(Table 10).....................................................'12 in. Shear Connection(no.of 16d common nails)(Table 10)................................:...........................4 Percent Full-Height Sheathing.......................(Table 10)..............................,..:.................... /o Q ' 0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,l Nominal Height of Tallest Opening2.......................................................................8'-2"5 6'8" Q SheathingType.............................................(note 4)...........................................................WSP Q Edge Nail Spacing........................................:(Table l 1 or note.4 if less)...................:.........3 in.(no.of 16d common nails Q Field Nail Spacing.........................................(Table 11 .....................................................12 in. tv Shear Connection ) ( )(fable 11)............................................................4 Percent Full-Height Sheathing............::.........(Table 11)......................................... ........21� Q 3 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)21%+5%=26%� 1 Q �� Wall Cladding �� 1 Ratedfor Wind Speed i............................................................................................................................. Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301..2.4.1)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 s smaller of 2'-or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................7..............r.U=236 plf Q Lateral.............................................(Table 12)....:..........................................L=176 plf Q Shear..............................................(Table 12)........................... ....S=77 plf Q.................. Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............-ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)....................................I.........U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type........................................:..........(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness............................................ ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q Lot#70 COTUIT MEADOWS MEETS THE CHECKLIST IN IT'S ENTERETY 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. Comer 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 f AWC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone Massachusetts Checklist for Compliance (7go CMx 5301.2.1.1)1 �FT EN TH@ EDGE REm ON MING USE&i NAILS—c 11 11 7 Ir 11 1 J 11 1/ t u 41 i tl 11 ' 1 1 11 11 tl Ir 1 11 11 1 N 1-I I JI 11 II � 1 7 11 Il I1 I l 1 11 11 •. I � 11 i t 4 1 1 Q 71 �1 m m fl r i m 1 z 1I �i ii 1 I 1 11 rr � 1 1.1 Jt Z U iL pj 7 1 a IJ I r t 1 1i i! rc 1 it ii � i N 7 II rI ll n JI 11 u e UDUME CDCGE `------- MAILSPACM i f' AN-U cl — .Y See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7go CMIR 5301.2.1.1)1 a ZZ c i i 1 6�N t y i Q i u Ed 2 e II 1{ 1 1 a �Q kl I1 i 1 FRMING MEMBER$ tLlll i 1 EDGE R"ERMEDIATE 1 1 i � Z• 1 - 3"MIN. 1 1 - ---L- 1 1 STAGGERED 3"MW NAIL PATTERN PANEL PATYH_EDGE £� DOUBLE MAIL EDGE SPAMG DErAL Detail Vertical and Horizontal Nailing for Panel Attachment I i REScheck Software Version 4.3.0 Compliance Certificate Project Title: RENFREW RESIDENCE Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 180 deg.from North Conditioned Floor Area: 1944 ft2 Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT#70 OSPREY DRIVE BAYSIDE BUILDING,INC. ;Compliance:Passes using performance alternative Compliance:0.8%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1944 38.0 0.0 52 Skylight 1:Wood Frame:Double Pane with Low-E 36 0.310 11 SHGC:0.31 ' FRONT WALL:Wood Frame,24"o.c. 600 21.0 0.0 27 Orientation:Front FRONT WINDOWS:Wood Frame:Double Pane with Low-E 90 0.310 28 SHGC:0.31 Orientation:Front FRONT DOOR:Solid 21 0.280 6 Orientation:Front REAR WALL:Wood Frame,24"o.c. 722 21.0 0.0 33 Orientation:Back REAR WINDOWS:Wood Frame:Double Pane with Low-E 88 0.310 27 SHGC:0.31 Orientation:Back REAR DOORS:Glass 42 0.310 13 SHGC:0.31 Orientation:Back RIGHT WALL:Wood Frame,24"o.c. 391 21.0 0.0 21 Orientation:Right Side RIGHT WINDOWS:Wood Frame:Double Pane with Low-E 20 0.310 6 SHGC:0.31 Orientation:Right Side LEFT WALL:Wood Frame,24"o.c. 391 21.0 0.0 21 Orientation:Left Side Window 4:Wood Frame:Double Pane with Low-E 10 0.310 3 SHGC:0.31 Orientation:Left Side Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1944 30.0 0.0 64 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 15 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 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: RENFREW RESIDENCE Report date:07/15/10. Data filename: C:\Program Files\Check\REScheck\RENFREW.rck Page 1 of 6 Name,-Title Signature Date Project Title: RENFREW RESIDENCE Report date:07/15/10 Data filename: C:\Program Files\Check\REScheck\RENFREW.rck Page 2 of 6 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ FRONT WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation4 Comments: ❑ REAR WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: ❑ RIGHT WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: ❑ LEFT WALL:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ FRONT 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: ❑ REAR 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: Cl RIGHT 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: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ FRONT DOOR:Solid,U-factor:0.280 Comments: ❑ REAR DOORS:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Project Title: RENFREW RESIDENCE Report date: 07/15/10 Data filename: C:\Program Files\Check\REScheck\RENFREW.rck Page 3 of 6 I Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:15 SEER or higher Make and Model Number: 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-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope airtightness 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. (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. (f) 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: 0 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. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Ej 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 and cooling equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-B.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,gaskefing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or Project Title: RENFREW RESIDENCE. Report date: 07/15/10 Data filename: C:\Program Files\Check\REScheck\RENFREW.rck Page 4 of 6 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 locking-type 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: (1)Postconstruction leakage to outdoors test:Less than or equal to 155.5 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 233.3 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 116.6 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 77.8 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: Lj 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 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. ❑ 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: Lj 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. Pool heaters operating on natural gas or LPG have an electronic pilot light. 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: ❑ 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: 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: Project Title: RENFREW RESIDENCE Report date: 07/15/10 Data filename:C:\Program Fi les\Check\REScheck\REN FREW.rck Page 5 of 6 1 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) Project Title: RENFREW RESIDENCE Report date:07/15/10 Data filename: C:\Program Files\Check\REScheck\REN FREW.rck Page 6.of 6 i 2009 IECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): D.. Window 0.31 0.31 Skylight 0.31 0.31 Door 0.31 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 15 SEER Water Heater. Name: Date: Comments: l cv SMOKE DETECTORS EVIEWED M u cq - - -- 7/ N BARNSTABLE 8 DING DEPT DA E O ,FIRE DEPARTMENT 7 DATE ^ ' 190TM SIGNATURES ARE REQUIRED FOR PERMITTIMG w LQ _ I CARBON MONOXIDE ALARMS MUST BE INSTALLED PER !Y --- — - --- —_— \ Z ®® •� AZEK TRIM 1. O 00 _® a©moo o©o� 00 Op FRONT ELEVATION O SCALE, 1/4' - I'-W m &�! m d u 1 Z _ - - tu to 3 ILLu _ —. - --._ - Z o w V u w -.. AZFJC'TRIM TYP. Lu FRO FENCE RAIL W/ AIEK DECKING TIP. L---J SWEET Al REAR ELEVATION SCALE, 1/4' a I'-O° -08, 1019 DRAWN BY, l DATES 7/16/10 N o t� N ° Ln Lo — _ - — _ � n 00 Ln w — — z w � U cr ° L---J w Lo RIGHT ELEVATION �7♦ SCALP 1/4" p-O" w a Z m cna --- -- --=— ----=---- --- mow . --- — —=_ — ------ -- --- ---- Z tu a _ -- - - - =_-- LU o rm Lu axRx Taln Trn. Z Or J # w LLJ � O ---J LEFT ELEVATION SHEET SCALE. 1/4" P-0" A .1C3� IOIq DRAWN 5Y� KP! DA-E� 7/IS/10 - YJD 8/4'zb2• i�' ���p i �Yp e c A9 FCC 2WA-2 67 3a`x59 3/4' 53 3/4'z59 3/4' TF77 ,.. .... VAULTED BREAKFAST T2A, 2' 11 2 OAK # - I I 12'-B'VAULTEDCEILING I I m f I flEDROOM #2 + - r MA TER SUITE I L—vs � CARPI POC 2169 R KITCIaEN 3I I} OAK - 3 ,( I } o IV-10'VAULTED CEILING i f - rc 2959 �� II ° GREAT ROOM U 2` I I y ---- m 29 3/4•r,E9 3/4' `� r- ' RPET 4B K BATH r— 312 .hC I (2)Ib•LVL RIDGE ABOVE TILE —_ pP�14 r®�� -fx I I MASTS L_— eau o J�/ TILE �e t�m f•LWT�E ABODE i UR K AIM Ij); .. P. ————————— ————— n a VAULFOYER EILMG ,:"I'-.:6 G z 3 TILE 2 } Y �',}a7, 1 1 yC m 3B TILE _.... 9j / PCG 2Ta9 L } i-3, - Id-10' W. 7'-6' 3Q 3'-6' II'-e' - 6'-q' 14'-M 29 9/4'aE9 3/4 Gk$$ �10, `? :o j a (p,, VAULTED CEILING Y m 3 M3'-3'VAULTED '�$t t �,+ $,+.. N uRPs� JwM,Iv- DINING BEDROOM #3 CARPET I CARPET ? J )uid 211 in F,1a 9 LITE 1 ' I4j QI a �? h II, /4p 7 3 ` 2x10 CEILING JOISTS :yZr N HUNG FROM RAFTERH YYY / 8'-0'EACN SIDE OP RIDGT—/ m fy GARAGE 29 8/41z69 3/4' '. CONCRETE BLAB PTD 2-.A = PITCH TOWARD DOOR 29 3/4"9 3/4' - •1 f R 0 SNEE( 6 7.13'O.H.DOOR W/TRAMS01T (3)11 7B'LVL CONTINUOUS HIM 4:DTAIL _ *, PTD 294T 29 3/4Sc47 E/4'tN _JGB HT'r.t��np ABODE 21-0• 13'_ov .2'_ov S'_yv o'_3v 3'-av -'_3. DATE' e o 4'-4' o I ..I�BULKNE4O1 I —-- — __—alLco :..iDCrREXT.I I. F------ „I A 3° IAo - - Lo L J :. Lam.--------- -- `----- lE1 6A i _-___ _-- -� PKY _ __-- _ pKr' -®------- - i e a 1 I } OJ F. -l10 ! �.'I I I Ln i I L�J Q LL I WALK-OUT L_!J j {� 0 �' BASEMENT 3a/2 COIL SM I I r � _- s- I r I (3)9 1/4'LVLb FLUsu'O ' I I -1 I {� (� - ' 2Kao e i I � 00 I ! •100 c n I C•16°O.C. m 7 t •16'O.C. 0 ��a I x I j L J L ,JJI Z t 4S-/2' IA.DER S V2'.12' STEELZN=COLUMN I 1 _ , s6'XiGS f2'CONCRETE Pao Ti P. ! co Q, F— J I I Q 1 I PK :.L uP m I :I� I'::' 1 IBM I B'z7'9'CONCRETE WALL I L — PKr — T. v $ j I f2)tts REBAR YOP t BOiTOM I lil I I L,1 -- ------------- --_ — ! I I IWxib'GMTINUMS FOOTING ' ...:j. I S LLU Alm I I i — — -- !' I � ——————— ——— to w w e'rs-4'coNCRETe I FOOT( I'r'I 10506'CCI�ITiNEJgY FoormfG A �� p- JU <. ALL Z Z J LU # R m I I GARAGE I:.I a 4'CONCRETE SLABtu I r I NOTE: _ EMB DED °BOLTS SPACED 32'O.C. ! I 12' F 90M CORNERS I I I WASHERS 3"WA/4" I. I I • FOUNDATION PLAN DROP WALL UNM SLAB ————— I I SCALE: 114" n 1'-O' ———————————————————————— �05' IF !AiAWN 3Y, KW DATE: 7lI5/10 N G V N O In Q Lo J N RIDGE VENT _ > OD RIGID WIND WASH BARRIER REQUIRED .� M (2)I6'LYL RIDGE AT EXTERIOR EDGE OF EXTERIOR WAL - LA ASPHALT SHINGLES * Z X �5/6°CDX SHEATHNG f'HURRICANE CUP° FASTEIONSNELS AT ALL RAFTER/TOP?LATE - �' L • - JUNCT TYP. RBB P.G.INSUL _ 4 JOB;TRUE BLOCKING 4'-0'O.G. IN FIRST TWO JOIST AND RAPPER . C, : BAYS FROM GABLE WALL - 6 12 CONTMUOUS WALL 'c MAINTAIN APR SPACE . MASTER BATH ABOJE.PLANTER TO R38 F.G.INSUL LOS ® (� CET{LAUNDRY VAULTED CEIUWG T.VENTING DRIP EDGE BEYOND /, 1><B FASCIA IX4 SECOND MEMBEd o ALVMIM GUTTERS*DOWN SPOUTS CK . !6 36°SWEET ROM FRIEZE NU EIOAFD AND MOJLDINGS PLANTER ABOVE . 14O 2.6 EXT,STUDS G 24°O.C. - �� L R21 F.G.INSUL M O 1/2'PLYWOOD SHEATHING W _ TYVSKWRAP CEDAR IN Q. CEDAR CLAPBOARDS FRONT W.C.SHINGLES SIDES 3 REAR 3/4,T"OSS 6UEPLN'R P.T.2X6 SILL+SILL SEAL UU } O.0 J MW F.G.INSUL. II iI, 3-LVL'e� B-2112 GIRT 7 -) . I/2'LALLY _ - - - 6'-7" B'-J° COLUMNS - ul B°XT'-q-CMC.WALLS `' w (2)CB REBAR TOP 4 BOTTOM w > - DAMP PROGF BQ GRADE —B 1/2'8 ~ Q IL O w Q w N SECTION "A" w -,� SCALE. 1/4° V-O° = O � 1 SHEET J09, 1101-1 DRAWN BYl KW DATE, i/IS/IO cv w_6" 4-v^ ® m 14'_4n �__yu 1�_q° 14'_2° � - 12-6" . 0 Lo Ct in J �`� I wr Aw IL ts 0 2xw`e _ _ _ - Lw Lo I I Cid LL V oll F -- - cr P, N a ® � r 14'-6• ' FIRST FLOOR FRAMING-PLAN N `y�� s SCALE. vs" r-o° - . ROOF FRAMING PLAN VI W .. SCALE, I/S° IO" M w Q Z NOTE,ALL RIDGE BOARDS 2T I/NLEE9 NOTED O VNLE-S OTHERWISE NarEDO.C. in •B,ALLEYS LAYOVER FWAMP4O a _ �� a9 a 4 .. 12 j IZ Y I ``W 5 w cl S4v �Q i Q Q y yA 21 LVL RIDGE lu }' W Q� �R y� W N Z 40 aP' qv z w # LL. Ul O _. M J a r qp 2 ROOF PLAN SCALE, 1/S" P-O' -HEET ' J03, 1019 DRAWN BY, I W , DATE' 7/IE/10 E c to EXTEND HDR TO WARN- 2.6 D5L TOP PLATE, N RAFTER®IS'O.C. O Lf) FULL HGT.STUDS 'Vrt) JACK STUD ul NAIL TOP PLATE TO BTM OF HDR APPLY SIMPSON MSTAIB CONNECTOR W/2 ROWS OF I6d NAILS ON THE INSIDE.FACE OF LEADERH2.B®E.A. RAFTER @, Ld Lo\ 606 J m S°O.C. TO EACH JACK STUD STRUCTURAL PANEL—: HEADER NAILED ed COMMON I NTINUOU9 HEADER TOP?LATE O 0-0O D - m 8'O.G.EDGE AND FIELD CORNER TO CORNER ` OVER MULTIPLE OPENINGS `661> 'YI DOOR TRIMMER STUDS x , RAFTER TO SLATE CONNECTION �J < SHEAR WALL COMPLIANCES l .� 1 SCALE•N.T.S. 2-S/B°ANCHOR BOLTS e 3°x9°PLATE WA8HER5 W- 21%OF EACH WALL RUN O EACH NARROW WALL SECTION �I - VERTICAL SHEATHING WITH Sd NAILS 3' EDGE/12' FIELD _ Q (4)16d NAILS PER FT BOTTOM PLATE DOUBLE ROW - STAGGER NAILIN _ L- 21%OF EACH WALL RUN INTO BOTH PLATES VERTICAL SHEATHING WITH -2x6 DEL TOP PLATE ad NAILS 3' EDGEA2' FIELD (4)16d NAILS PER FT BOTTOM PLATE >- OD ' VERTICAL L�o^ STRUCTURAL PANEL I+l , NAILED . COMMON Y w m ONARROW WALL BRACING AT GARAGE DOCK m 5•12 I-FIE ((� W - AND 12°IN FIELD 6GALE:N.T.S. MM O 661 m DOUBLE ROW VERTICAL STRUCTURAL PANELS STAGGER NAILIN BREAK ON SECOND FLOOR INTO BOTH PLATES RIM JOIST —2x6 DEL TOP PLATE ww W > � t SECOND FLOOR VERTICAL VERTICAL RIM JOIST (� STRUCTURAL PANEL 9TRUCTURAL PANEL w NAILED Bd COMMON NAILED ad COMMON 111 9 9 9 111 ®9'O.C.EDG N Q- AND 12'IN FIELD E m 3'O.C.EDGE K AND 12'IN FIELD lu K 0 1L Z r DOUBLE ROW DOUBLE RON STAGGER NAILIN STAGGER NAILI W INM80X AND BILL ��'`!; INTO BOX AND SILL SHEET OFULL HEIGHT SHEATHING -SINGLE FLOOR ^ O1 FULL HEIGHT SNEA T I-IING -MULTI FLOOR SCALE;N.T.S. u BCALE N.T.S. JOBS Iow DRAWN BYe KW - DATE: 7/IB/10 i TempParcelEdit Page 1 of 1 g rP ', AN Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 070 „ Street Number: 38 Unit: Dev Lot LOT 70 Road Name: JOSPREY DRIVE T/R Sec. Road: T/R Villlage: 07 CotUlt Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/6975 (APP 7-62) Date Added: Updated: U`pda e` Del to eAdd P�nother MTfo' �f http://issgl2/Intranet/Propdata/TempPareelEdit.aspx?ID=Add 1/16/2008 Foundation .- Certification i n Barnstable MA Prepared For Lot 70 Osprey Drive Co 7- � Assessor's Map: 002 Lot: 02 , Baxter Nye ,Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map. Zone: C Engineers and Land Surveyors - 78 North .Street, 3rd Floor Hyan nis, MA 02601 Phone — (508) 771-7502 Fax - (508) 771-7622 Owner: Cotuit Equitable Housing, LLC Job Number: 2005-214 Scale 1 20' 07-21-2010 rn ca cp a _ 0 LOT '71 N .76-41.41 w �1 221' 114,77 .h !n 7.6' # o i N 30 70 S.01 rrlr / 2 M o �1 , co 0 N Ip11 N U 4.0, CD L:a 4 9' Q 2p o W a LOT 70 2 ^� 9 697f S.F. 22± ACRES • . 123.57' N 85'2929" W. LOT: 69 a , a I CERTIFY THAT TO THE BEST OF "MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN. COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA APPEAL #2005-082,. IS. LOCATED,IN RELATIbN TO.THE MONUMENTS SHOWN U 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. ,. E IS. H - 2987A A! REGISTERED PROFESSIONA LAND JURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 7-7 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSEMI 'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER. 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES. SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL. ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE 00 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED a HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS Z PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP / MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS" / co ; SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS ENDVWGERED SPECIES ACT, cy / , REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE U GROUND WATER 3 RECHARGE PROTECTION.AREA LOT 71 CONSTRUCTION NOTES: 6j3'4c 62 N 7, 1, '-�_ 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE / 22' 63. 4 Wr `f SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 4 63 62.0 77 r 6/25/07, S44LL HEREBY APPLY TO THIS SITE PLAN. � 3 ;a 62.97 ,' 63.6 x ' r 2. Ail. GRADING, DRAINAGE AND UTILITY NOTES ON SHEET C-5 FROM 41W 6 .Q .4, - ZSX /0 63.0 555. ' c -_ THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, r U -; '•� ' GARAGE DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 63.44 SLAB-63.83 LOT 70 -�63. '' 1 3. SEWER BUILDING CONNECTIONS: sss � " 21 9,697E S.F. �8. �;, ;+ - MIN. COVER SHALL BE 3 FT. - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 6 s 0.22E ACRE AS REQUIRED BY BARNSTABLE DPW. S ' , 63.07 PROPOSED s r SEWER TU (TYP.) "_ a N MOUSE 'i ai O ;z FF-65.0 / 4.0 0 A" �- 60.0 CLEAN /63. ^ s INv:-sa!95 x 63.25 K It x x 63.0 c W OUT / 6.0 .h • Q 5 SMH - / _ ,,' Cotult Meadows Subdivision I ,F8 � � s�H� 0 'NV s .85 ^ ; STOP _ _- - f_ 360' Cotult•Barnstable, Massachusetts ---� 63.0 �s3.5 sz.5x CO- PARED TFOR IT E LIABLE H ouS IN LL VEGETATED 12" x �. co v �v G, c DEEP RAIN GARDEN , P. 01 BOX (250 .F. STORAGE) CenfwWffe A 02032 TOP 61.0 OTromwe 4 -LOT 69 �. ----_.._PROVIDE (1) 6 DIA. x 6 DEEP � LEACHI ASIW-W f-1`ST IRE \ i SURROUNDING (OR ALTERNATE' \ EQUIVALENT VOLUME) Site Plan \ 0 CONNECT ALL ROOF I DOWNSPOUTS TO LEACHING Lot 70 Osprey Dive BASIN , r � BAXTER NYE ENGINEERING & SURVEYING Regiistered Professional Engineers and Land Surveyors . OF sq 78 North Street;3rd Floor,Hyannis,MA 02601 �y w Phone-(508)771-7502 Fax-(508)771.7622 o Y G� L N No. 183 20 0 20 60 lSTE� SCALE IN FEET sS�ONAL E�'G SCALE: 1" = 20' DATE. 07--06-10 REV. DATE: REMARKS L0Tm70 mwm mum 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214