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0034 DOVETAIL LANE
�� .7�o v�-ray-,� �-ti��' -.. \ KE j �wti Town of Barnstable , Building Department - 200 Main Street * EARNSZABLE. # Hyannis, MA 02601 9 MASS. (508) 862-4038 RFD Mp►'i A Certific.ate,. of Occupancy Application Number: 201201242 CD Number: 20120128 Parcel ID: 002002113 CO Issue Date: 10118/12 Location: .34 DOVETAIL.LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIfi Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed -TOWN-OF BARNSTABLE Buildiog tHE r 201201242 Pe' rmit BARNSTABLE, Issue Date: 03/22/12 - MASS, 9�A i639• Applicant: BAYSIDE BUILDING,INC rFD MAC a Permit Number: B .20120627 Proposed Use: ; POTENTIALLY DEVELOPABLE LAND Expiration Date: 09/19/12 Location 34 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002113 Permit Fee$ 943.50 Contractor BAYSIDE BUILDING,INC .Village COTUIT App:Fee$ 100.00 License Num 005645 Est Construction Cost$ 185,000 Remarks "k APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 1/2 BATH CAPE WITH AN ATTAC EDCHIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building Permit Issued By: THIS PERMIT.C,ONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY:PART THEREOF,EITHER TEMPORARILY�OR PERMANENTLY-,ENCROACHMENTS ONzPUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE„MUST BE APPROVED BY THE'JURISDICTION'. STREET-OR ALLEY.GRADES'AS;WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS.MAYBE. ;,. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS,THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE,.THE APPLICANT FROM-THE CONDITIONS OF=ANY APPLICABLE SUBDIVISION..` RESTRICTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1,8f Oq 1 Q�J C �- f3 a�eM 2%tO 1 2 ,a.A 61 e, 2 ?" Afw 5C 101/6 4, f?xtCg 3 IVo jf04. (Wb / 1 Heating Inspection Approvals Engineering Dept 6sKwj �F=,— 00tI1, g�vctcs►n! �SR4t �ls �tI ,G � S Fire Dept 2 B rd o ea h Co �'� �'�� 0-ed i k 4 �.. •r.. . ,.r. ,..yyr.�,:. F-r-�ter..�.r . ,.o �-�. >.�....-... .... �.. . �.- . ,b .. - `OFtHE Tp�� Town of Barnstable BARNSTABLE. Regulatory Services MASS. �O t6 M Building Division pTFO AC a� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1of//3 Location 00 vc:,dam W Gm C'T Permit Number 7 4 1 Owner (' f . Builder .5 h E One notice to remain on job site, one notice on file in Building Department. 3 4 i The following items need correcting: 4;: \ 'U/ AJ 5 Z) A-)-7-1�-C 0. C fUr (i6 Please call: 508-862-49M for re-inspection. n � C Inspected by `� Date 7 �� z-- Y'Of tHE►p{�ti Town of Barnstable ' BARNSTABLE. Regulatory Services 7 MASS. g. 7`- �p =639•ANC D Building Division lf MP'� 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice { Type of Inspection Location 3/Av&-A rld," C 1 Permit Number ��- Owner 7". c / Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �•'G,/F C ct fit_ lUCJ lrx "k IN GvlaCAJG-- P(-A R 6—r3 c / J" Please call: 508--862-4W for re-inspe ion. Inspected by I Date 311 i .- ---- r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I Map Parcel Application d�"`�`� Health Division Date Issued ApplicationFeeConservation Division l Planning Dept. Permit Fee - I loh Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis R'µ" Project Street Address VillageC �' Owner C, o y tr f&lf i Z-L L Address Telephone Permit Request `TU GDAJS i2J Cr A • 69DRU'.41 2 1Z 64-TH �A Square feet: 1 st floor: existing proposed 13��2nd floor: existing proposed �� Total new Wi 5— Zoning District _Roe Flood Plain �-_ Groundwater Overlay _ Project Valuation-1`?S'dVV Construction Type Lot Size Grandfathered: ❑Yes WKo If yes, attach supporting documentation. Dwelling Type: Single Family M/ Two Family ❑ Multi-Family (# units) Age of Existing Structure _ �� _ Historic House: ❑Yes ® No On Old King's Highway: ❑Yes U<o Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) _ Basement Unfinished Area (sq.ft) Number of Baths: Full: existing ,. new Half: existing new Number of Bedrooms: existing3 new f/ Total Room Count (not including baths): existing new 7 First Floor Room Count 7 Heat Type and Fuel: ®'Gas ❑ Oil ❑ Electric ❑ Other Central Air: Y Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2*<o p 9 �- g - Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing; ❑ rl!§v size_ Attached garage: ❑ existing ❑ new size Ned: ❑ existing ❑ new size _ 0ther'F t Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - / _ Ys E Commercial ❑Yes r�Vo If yes, site plan review # _ i Current Use WE _ Proposed Use a 00 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / Telephone Number _� /` t,60 Address License #_ u� y Home Improvement Contractor# Worker's Compensation # ,tiGF'D d 7.31/0(0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -1y:dWc14 SIGNATURE_� DATE FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED a-MAPPARCEL N0. ADDRESS- - VILLAGE OWNER r DATE OF INSPECTION: AFOUNDATION r. FRAME & <¢ 2 eA 'INSULATION:-8/I(lr a t z me FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL .-e .GASx:n-!.w :- ROUGH t, FINAL ss'tF1'NAL BIJIL`DINGz R 9b v3 �2, � O AEI 10 itoQZ Rpt ---- _ ._ Ftp r1u.w�Gd/ � Qw dl.. DATE CLOSED.OUT : x ASSOCIATION PLAN NO. Department of Industrial Accidents Office of Investigations ' 600.Washington Street Boston,MA 02111 www mass:gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Lezibly Name (Business/Orgmization4ndividual): j`�Y l `L b1A1W 1A,/C Address: . �D� F� City/State/Zip:XA1���g/iLL.AF A4,f. 02,E3,P, Phone# '� Are you an employer?Check the-appropriate bow Type of project(required): L❑ I am a employer with 4. I am a general contractor and I 6. ew construction employees (full and/or part tune).* have hired the sub-contractors - 7, ❑ 2:� I am a sole proprietor or partner- listed on the attached sheet Remodeling ship and haveno employees These sub-contractors have 8.. [] Demolition working for me in any capacity. workers' comp.insurance. 9. 0 Building addition. . . [No workers' comp. insurance 5. E We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions. 3.0 I am a homeowner doing all work' right of exemption per MGL 1.1.❑ Plumbing repairs or additions myself. [No workers'comp. c..152;§1(4), and we have no 12.0 Roof repairs insurance required:] t employees. [No workers' 13.❑ Other comp. msurancetequired.] *Any applicant that checks box#1'must also fill out the section below showing their workers'compensation policy information:: #Homeowners who.submit this affidavit indicating they are doing all work and then hue outside,contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the.policy and job site information. eo .:: Insurance Company Name Policy#or Self-ins.Lic.#: . aVC a73 W� —le Expiration Date: fL 3A1lt' Job Site Address: y ::��`tf ..%MGL :: ` City/State/Zip: w,4 e;,6 3S 77 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 impositionof 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 maybe forwarded to the Office of Investigations*of the DIA for insurance coverage verification. I do hereby ceffify.under the pains and penalties of pejjury that the information provided above is true and correct. Si ature: Date: Phone#: Official use.only. Do not write in this area,to 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 r rson: ]Phone#: I _ � Subcontractor's Insurance Updated 1/31/2012 :Sub Contractor,4;� ,���,_ _., ,�.. ���,Exp►ratlon; Explratlon � Insurance,Agent ;,.,>: ,�4 All Cape Garage Door 10/7/12 6/1/12 Dowling&.O'Neil Aluminum Products of Cape: 8/15/12 8/15/12 Rogers&Gray Plymouth Anthony Averinos 4/6112 7/25/12 William Palumbo Cape Cod.Marble&Granite 7/1/12 8/16/12 Southeastern Insurance Cape Concrete Forms 9/29/12 12/7/12 Almeida&Carlson Chaves, Robert 8/13/12 12/17/12 Marshall Lovelette Ins Cornerstone dba Tony Arede 10/22/12 2/1/12_ Sylvia&Company:Ins Coy's Brook, Inc 4/24/12 10/1/12 HUB International D.P,Fuccillo Construction Inc. 10/20/12 10/23/12 . Almeida&Carlson Govoni Land Services 6/22/12 6/22/12 Southeastern Insurance Hill Construction 4/29/12 8/14/12 AXIA East Insurance Kitchen Appliance Mart 8/12/12 8/12/12 USDI MAP Insulation 10/1/12.. 10/1/12 Willis of Tennessee Meagher Bros. Construction(Decks/Michael) 3/24/12 1119/12 Olde Cape Cod Insurance Meagher Construction (ROOFER) 3/13/12 6/23/12: Dowling&O'Neil Insurance Morse's Masonry 3/10/12 9/29/12 GH Dunn Insurance Reed, Mel 7/21/12 7/21/12 Kerry Insurance W.Vernon Whiteley Plumbing Heating 10/1/12 10/1/12 IHUB International Wood Floor Specialists 2/3/13 2/3/13: Dowling&O'Neil 11SBS2008\RedirectodFolders\whitney\Desktop\Subs for John TempParcelEdit Page 1 of 1 t 3 AM S. %GI i � � 00 ��� �z(q Logged in As: { Wednesday,January 16 2008 Frank Schlegele r . Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 113 Street Number: 34 Unit: Dev Lot LOT 113 Road Name: IDOVETAIL..LANE Sec. Road: T/R: L Villla e: 07 Cotuit " Part of M/P: IMAP 002 PCL 002 �.. . ..-....._ ..... . .... ..... ... __. _,..._............ Plan Ref: IPLB.K 617/69-7.5 Date Added: Updated: F Update DeleteAdd6 nother.0 � arns`table . eg _I Cory E6ryices v x�A�P-lac Thomas F. Gei.Ier,Director Budding Ili Plsion ' rhomas Perry,.CB 0,•.SaEduzg Commissioner '260 Merit Stz�ot, I yaanis,MA a2601' • - �pP.Eawzt.barns•tablr.tcta.t�s ' rr Officcc Fax: :508-790-623D' 508-862-4038 a FLAN RgVEW Zo Izo l?. Z ' �, _ • " .Map/P.areel: d©2—UO2--/`J.3 O Wner- 1. Builder °� �iTX� Praiect Address 5 • The fallowing items were noted•on revze•�g: G (f/4.4 c.D Re�ieed`by. .paw r C07V f AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1:1)' OSPREY MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)... ....... ......... ................................... .........110 mph WindExposure Category................................................................................................ ........:....'................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ......2 stories 5 2 stories Q Roof Pitch ................... .................(Fig 2)..................................................12<_12:12 MeanRoof Height........................................................:.............(Fig 2).....................................................18 ft .5 33' Q Building Width,W......................................... ......... .........(Fig 3)...............:.............I...................... 44ft <_80' Building Length, L..............................................;................(Fig 3)...........:.............................................64 ft 5 80' Q Building Aspect Ratio(LAN)................................................(Fig 4):;;::..............................................1.5 ,s 3:1 �( Nominal Height of Tallest Opening2...........................................(Fig 4)..................................................6'-8"56'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections .................(Table 2)................................................................ �( 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................................................._..........:............................:._. NIA EZConcrete Masonry.................. ...................... ......... ...................... ............................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)......................................... .......... 32 in. Q Bolt Spacing from end/joint of plate ......................:....(Fig 5)..... ......... ... ...............12 in. 5 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5)............... in.>_7.. NIA Bolt Embedment—masonry.........................................(Fig 5).......:.................................._7_in.>_15" Plate Washer............................ ..._..... ......... ... ......(Fig 5).... ......,.............. ............:.>3,,x 3"x 3.1 FLOORS Floor framing member spans checked ......'..........................(per 780 CMR Chapter 55)....................... ......... Maximum Floor Opening Dimension........:...........................(Fig 6)............................................—9'-4"—ft 5 12, [� 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)..................................................................... Floor Sheathing Type ............. ...........................................(per 780.CMR Chapter 55).................................... Floor Sheathing Thickness.......................::....:...................(per 780 CMR Chapter 55)..........................3/4 in. Floor Sheathing Fastening., .:.,.(Table 2) .........8 d nails of 6 in edge/12 in field 4.1 WALLS is yIti3> . Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)...........................8'-4"ft <_ 10' Q Non-Loadbearing walls.............................:.........,.........(Fig 10 and Table 5)....... 18 ft <_20' Wall Stud Spacing � � Z u �(,Frg 1+d'�d Table 5)....... ..........16 in.5 16"o.c. Q Wall Story Offsets .........................................................(Figs 7&8)............................................ ft 5 d N/A AWC Guide to Wood Construction-in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301:2.1a)' 4.2 EXTERIOR WALLS' Wood Studs Loadbearing wails.........................................................(Table 5).........................................2x6-8 ft 6 in. Non-Loadbearing walls.....:...........................................(Table 5).............. .....................2x6-18 ft'0 in.. Q Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10)....................... ......:........:......;.......:........... Q' WSP Attic Floor Length.................................................(Fig 11).................., ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11).............................:...... .........18 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 Double Top Plate Splice Length ...............................................:.........(Fig 13 and Table 6)............................. Splice Connection(no. of 16d common nails)..............(Table 6)............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)........................... ..............................2 Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 . Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................................. ...................(Table 9)...........................................3 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 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9).....................................I......8 ft 0 in. 5 12' Q Sill Plate Spans................................................:...........(Table 9).................................._ft—in. 5 12" N/A Full Height Studs(no.of studs).........:..........................(Table 9)..............................:...............................3 Exterior Wall Sheathing to.Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W ' Nominal Height of Tallest Opening2 ......................................................................,..6'-8"�6'8" Sheathing Type..............................................(note 4)...........................................................WSP . Edge Nail Spacing ............... Table 10 or note 4 if less ........3 in. " Field Nail Spacing..........................................(Table 10)....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 10)........................ .c. ....................4 Percent Full-Height Sheathing;......................(Table 10).......................................................59% 5%Additional Sheathing for Wall with Opening>6'8"(.........:...................................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.........................:.........:..................................6'-8"5 6'8" Sheathing Type..............................................(note 4)..........................................................WSP . Edge Nail Spacing..........................................(Table 11 or note 4 if less).............................3 in. Field Nail Spacing..........................................(Table 11)....................................................12 in. Shear Connection(no. of 16d common nails)(Table 11)............................:...............................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................31% Q 5%Additional Sheathing for Wall with Opening>6'8.. .................................................... Wall Cladding Rated for Wind Speed?........................................................................................................ Q 5 AWC Guide to Wood Construction in High Wind Areas: 110 mph,Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Z Roof Overhang ...................................................(Figure 19)...............2/3 ft<_smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)...............................................U=236 plf Lateral..............................................(Table 12).................... ..........................L=176 plf Shear....:..........................................(Table 12).................................................S=77 pff Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker.........................................(Figure 20).............._ft<_smaller.of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14).............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type... ........................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness............................................................................................5/8 in.>_7/16"WSP Roof Sheathing g Fastenin ........................... .................(Table 2)............................................................8d The Osprey Model MEETS THIS CHECKLIST IN ITS ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. V. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR 5301.2.1.1)' -WHEN THIS EDGE FMM ON FiY1AA1NG WEW NABS AT6b.a ' 11 11 11 11 11 1 - 11 11 11 1 U 11 11 11 'r 11 I 11 11 11 11 1 - N 1•I ..S(( It II II V ' 1 ,c 1.1 11 1 _ to 0 II M li 11 m 11 'Itl 1,, . dl IDD II 11 I 1.1 11 11 ,I 1.1 e. 1 1 11 S 1 ,I 1. Ij IIa u1111Ir Wf1 f ------ l I 11 ITi 1/ I i NAIL$pACN�a HAILSP SAGE PANEL_ t II • See Detail on Next Page Vertical and Horizontal Jailing for Panel Attachment f y Ck AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 53O1.2.1.1)' w 1 Mz i r r i t1 r 1 I,r i r 1 a 6d II. �r �, 1 .,.,...... ._F INGMEMSER$ r EDGE RyTERMEOIAT£ 1 1 1 1 e r �3A' r r '�y 1 1 - 1 e �� &TAGGFAED �. � _. HNL PAT rEAN PANEL PAIW L EDGE DOUBLE NNLFDGE SPACING oErAL Detail Vertical and Horizontal Nailing for Panel Attachment s. IXTCND NDR r0 'dS OEL TOP PLAre RAFTER O 16'O.C. PULL HGT. JACK BNO � cILBTTnQm HDreR ```�� —APPLY simp ON—TAle CONNECTOR �g_p�PA.RAPTeµ U ]RR18 Or ICd WILE ON THE INSIDE PAGE OF HEADER ` •!'O.C. TO EACH JACK STUD BTRUGTUML PANEL WI.D IN,COMMON N4DLR INLOUB HPADOt 'TOP PLATE it •!'O.G.ewC 4ND rICID a CORNER TO CORNBt WER MULTPIE OPCNINGB DOOR TRIMMOt.BTUOB I _ - O RAFTER TO PLATE CONNECTION BGALE.H.T.B. ]-eA•ANCWR 80.TB II Iw ve•Pure NAlHeas II CACH WRRgV HALL BERION � II '. . ~ ~ STAGGER WILT Nro eorH rurea 3 TOP Pure - 1 V w e W � F VERTICAL M STRUCTURAL rAN6 u1 11ii11 t NARROW WALL BRACING AT GARAGE DOOR WILeD Be rarroN I BGALe.N.T.B. 4N0 IT'IN PI4D ryV=7� SHEAR WALL COMPLIANCE. - W. 54[OF EACH WALL RUN M VERTICAL SHEATHING WITH W ad NAILS 3'EDGEA2'FIELD _ (4)IBd NAILS PER FT BOTTOM PLATE VeR NI DOUBL!ROM sTRLCTUWL rANv.n rAGceR wlu L. VE OF Fi1C11 WALL RUN BReAR ON I—OND noon INTO EDrH T. VERTICAL SHEATHING WITH IELD RM.GIST an DBL Tar vuTE Ed Ifid N IL ED R 12'rr OTT (4)IBd NAILS PER FT BOTTOM PLATE J ecoND rimR �[ Q`. BLRTICAL ere WIL M ICAL RIM JpBT Q�Lp plWCR4Y]i LCTVMI PANEL � Q WILED Bd CCHMON l-LL' AND I]'CIN�ELD •!'O.O.EDGE L O AND 1]'IN Flelp WOW J . ZZJ QK 0 wow u Bii LI Biu AGGIR NA UNGW N NTO Bp(AND BILL r 1l SWEET �I�FULL HEIGHT.SHEATHING -51NG�E.FL00�HEIGHT.SHEATHING -51NGLE.FLOOR /� U N 5 HIN - U 00 55 BGLE. �'} BC4L&N.T.B. _ JLB� Ii29 . DRAWN BT. — REVISED,3/22A2 DATE. 2 12 Ai}c�g5=4ssY,t4ts_ F�?:ttA,tlritr I 'l.3 [l Re, t1a y e5 and st i.. A k4 I k ss$iyR�a8d ko4 00 i EF2IAN o W-LEY CENTERVILU�, MA 62632 Expirati+9d1; 4/99/2M f, �saAA.+3Yt YAi3 Tr=; 21209 Res1facted to: 00 00- tJmnshictem1 RG-1 2 F air i Efom es Faflu re to possess za carremt edWom off the rvi amachnnsetts State Building Code as cause for revocation of tuns license. Fleffer to: v y.mas§.Gov/DFS i r �of,HE1 � Town of Barnstable Regulatory Services T�1hhomlas�F. Geller,Director �'OJfDM►'�°,� Buildinc,Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ",w.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 502-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder 3'te fiA/ % �i`r4f y" •n G 2 I, 00Ivl1' ����� AJ3 I LC , as Owner of the subject property hereby authorize 61ys/y— I/�Ll>j!J(p' /XI C to act on my behalf, in all matters relative to.work authorized by this building permit application for: . a ' (Address of Job) Signature of Owner Date Print Name Q:FORM S:OWNERPERMIS S ION REScheck Software Version 4.4.1 Compliance Certificate Project.Title: THE OSPREY MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% 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:4.0%Better Than Code Maximum UA:321 Your UA:308 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 864 38.0 0.0 26. Ceiling 2:Cathedral Ceiling(no attic) 611 30.0 0.0 21- .TOTAL WALLS:Wood Frame,24"D.C. 2291 21.0 0.0 110 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 226 0.310 70 Door 1:Solid 42_ 0.280_ 12.:. Door 2:Glass 63 0.310 ' 20 Floor 1:All-Wood Joist/Truss:Over!Unconditioned Space 1475 30.0 0.0 49 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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE OSPREY MODEL Report date: 02/28/12 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist - Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity 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`. 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 insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloordecking: Air Leakage: F: ❑ 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/doorjambs and framing. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air; ❑ . Automatic or gravity dampers are installed onall outdoor air intakes and exhausts. ❑ 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. 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: (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. Project Title: THE OSPREY MODEL . Report date: 02/28/12 Data filename;C:\Users\Fine Line Design 1\D6cuments\REScheck\THE OSPREY.rck Page 2 of 4 (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) Corners,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. 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. I] Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: l] 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: I] 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 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 118.0 cfm(8 cfm per 100 ft2 of conditioned floor area).. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.0 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 88.5 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 59.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: I] 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: O 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: n . 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 heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. , O Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Project Title: THE OSPREY MODEL Report date: 02/28/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.rck'- Page 3 of 4 h Where pumps operate within solar-and/or waste-heat-recovery systems. yLj 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: ❑ 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:THE OSPREY MODEL Report date: 02/28/12 Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.rck Page 4 of 4 2009 IECC •Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: _ i SMOKE DETECTO REVIEWE JJ 3 zz NSTABLE ILDING DEPT. ATEE tj FIRE DEPARTMENT DATEMEw NATURES ARE REQUIRED FOR PERMITTING s CARBON MONOXIDE ALARMS IE MUST BEINSTALLDINGC . x Q :.SSACHUSETTS BUILDING CODE � ►SAI . d 0 h FRONT ELEVATION m m a _. - • SCALE, 1/4' m 1'-0'. ZJO 1-J. N L2Lu ZO O' Q w IL al� - SNEE-i1 REAR ELEVATION L---� _7D6, It29 SCALE 1/4' 1'-0" - DRAWN BYE-KW DATE. 1/2B/12 Lj LEFT ELEVATION a a SCALE: 1/4". I'_O. - z�3 ® EQ~ W Y#V ® �O SWEET RIGHT ELEVATION ,05, 29 SCALE, 1/4" 1'-0" DRAWN BY, KW DATE, 2/2B/12 . a • W-1 9 4' B'-O' 4'-0' _ 5'-B' 6'-9' 16'-v .. —DECK w - e OWN ■�f�y..yy..yl1 MASTER _ Ob I - DINING 4r 1/4440 ter' IL� g 0 BED RM 1 _ M IQay 90' - NDRr❑0 - 1 --------— --\—/—$�—p —/--io 1 LAU 2a (4)AW51O00 ,9 0 TW 24410 / 1 7/6' ® 3'Io 10' 3-4' '-4 3/4 FAMILY RM ----- c 2 4x VL41t POST 71q Wl-STEEL M WE FLV511 mm O _.. V2- LIN ----1 p r; M 0. I I. za r MASTE - BATH nLE .OAK .1- - LIVING RM - - uTe cn n 4 I e >LA - 1 - - In j W Z 2.44111 '6'-2• T-6 1/2' 3'-3 IY1° ��) TW YUO u t— SHEET 1 A3 FIRST FLOOR PLAN 6'3' 6•-6 6'-3' B'-� 2'-B• 2'_g• .)OB. II29 SCALE: VA' . 1'-O° DRAWN BY. KW - DATE. 2/1B/12 • $ d. � d �' a �p b OFFICE I C - BED RM #2 4 OAK G DBET GRPET 2p 2p fi 2 2 m Q 5 D _ 7'-5 In- TiT •q ' - TW 244104 w n GO'rt60 T/B' BED RM #3 1 D9.. GRPET FW9N n0o✓ `j�1 s.p IwEE WALL. I O ' - - - 4NEN I ° OPEN TO . BEI.OYI Z Z z A U, e NwQ _ 0. Fm:3 q._3. 4'-3• V V O B c• �J - y1_O. - 5NEET SECOND FLOOR PLAN A� SCALE. 1/4° I'-O" - - . - DRAWN BTU KW' - DATES 2/2B/12 . 2-2 10 GIRDER - 0 . .. P.T.POST GA LV.METAL POST ANC110R •F I - 10''SQIO TIRE'PIER W/ _ 1 I 24''5IG FOOT'FOOTING TIP. 118'EXT./.I ;I. _ _ _ • Q J L -L I�n�p b...-- -- -- --- — --- -- �1 — --------, -- -- - — 4 -- -- --- ----_.� 1 """®®®■■■■ WALL I - 1c•%10•CdRIN S FOOTING I - owN FULL BASEMENT '.I - _ 9 VP CONCRETE SLAB 6 MIL-VAPOR BARRIER _ • ........... .'� - - *■.'i. !� I I PGNT LOAD POINT LOAD I ��)yy 4B'z12'PAD - 40'x40•z12'PAD 11 PKT (2) V2'LVL I S V2 DIA. MI - 1 - m M w CONCRETE PAD - - . Q • _ B'4T-9'CON RETE WALL F r I6'x10'CONTIN 9 FCOfIN4 .. - • _.n I x. --— .. i TO m DROP L--Y-- ----- --• I - SCDTU ATWALL DOOR•m I ' WALLS - I :L----------------- ------J --- -- ————————— ------'T .. FEET ` "• _ • - - I 1 :ZZ 2. I I STU WALLS° 1 1 GARAGE � 1 q 5/a.ANCHOR NOTE. I 4'rnNcfeET sLAe y W Q SPAC DE 32E O CKNF EMBDDD � I I 11 Q 12' FROM CORNERS - D'zB'-9•CONCRETE WALL _ Q 0 . WASHERS 3'X3'XI/4' _ 1 i 16k10:W 1TIN0009 FOOTING I i �. IL . - OUNDATION FLANi i Y#u SCALE. 1/4' 1'-0' DROP DROP., ' I AT DOOR AT DOOWA R I Y j �----- ---=------ -------J �' SLEET 16'�0• 4i_B. 4'-O, 15'_9, Ice. 1124 DRAWN BY, KW - DATE. 2/2B/12 •. - RIGID WIND WASH BARRIER REWIRED ■ ■ N . . _ - - AT EXTERIOR EDGE OF EXTERIOR v O - .. - 'HURRICANE CLIP' • � - - � - FASTENERS AT ALL - RAFTER/TW PLATE I. � O . IDGE VENT RIDGE VE14 . Dtl2 RIDGE - 2A2 RIDGE BLOCKING 4'-0'O.C. - - 12 •T'-O'' - - �. -IN FlRST TWGo 0C T AND RAFTER 7C .. . 12 R-SS INSULATI BAYS FROHI GABLE WALL ��111 5 G G. '12V . . - 2r0 P 32 O. - f♦ � V . - '- •1A - 2SOa A5 ALT 9HINGLE9 BED RM # Q . . OVER 112 WX PLYVY)OD UNFINISHED im C EP�Twaoo STORAGE 10 RAFTER P 16•a W 'HURRICANE CLIP' _ 2 X 10 RAFTER P 16'_ Sp PSF FASTENERS AT ALL . RAFTER./TOP PLATE - - 'HURRICANE GLJP' .. '•' JUNCTIONS TYP. - FASTER AT ALL FASCIA HEIGHT TO TIATC 4 H SE RAFTER/TW PLATE C " 2xi0'9 P 16'OC: � 2xI0L P16'CC- 1 JUNCTIONS T SOFFlT VEM a. VENTED DRIP EDGE _ _ R-21 INSULATION .1245 STEEL SEAM - - MASTER /}ram BATH MASTER BED v. ALL WINDOWS TO BE ANDERSON WINCOIN9 O 2-CAR GARAGE 26 BTvos P lu a i xm P 24 CD M to Z . WHITE CEDAR SHINGLESwER Ye 1/2'LD%PLYWOOD 4'CONCRETE SLAB 16. J Y 366 (2)1.3/4-x-1 W_LVL GIRT . O't46•C4PIC.,WALLS .-L R-SO INSIILATIDN 10°[16-CONTINUOUS FOOTING 2'X G' TREATED SILL q_g• 6.2'X 61 PRESSURE TREATED SILL- OVER SILL SEAL - OVER SILL SEAL Cgw-RtgE FarfING F BASEMENT 0' COW.WALLS T 6'x S' (2)a REBAR TOP 4 SOT . 24'-O' VAPOR RETARDER - O Z CROSS SECTION A 24 _ woo N > Q d) CROSS SECTION 8 wQ ° - SCALE: I/4" 1'-0" W - - - - SCALE: I/4° - 1'-0" � Q Q f- LU D ar m F- Y#O 52 - - DRAWN By- KW DATE- 2/20/12 .. - (2)1"LVL RIDGE O.G. 12 .Qe as v 0 SII'iPSON HY.S - F 'FASTENERS AT ALL _ - fffiii •.e - -.. -RAFTER/TOP PLATE . JUNCTIONS TYP. O 0 BAT •ihn,�I r m GL GL RED HALL 3'3 1/4' 2WVER /2 CLDX BPLLIY-D II�� Q z X 10 RAFTER a Ic'OC Ism • - Zxlde i 16'OC 2xl e Q IG OC - � " . - - WIO X 45 STEEL I SEAM -- SOFFIT VENT fy - R-i9 INsULAT10N - _ ALL WWD01N9 TO BE ANDER90N WI14(A49 a KITCHEN LIVING R-30 IN9ULAT1 O • . �S ��Gs PRESSURE TREATED SILL ILL Si BASEMENT Ike 7'6'X 9' - y POUREDCONCRETE SEAS - - - .'._! .. ..- .. .-......... .. PpUXED CONCRETE FOOTING �9.16'D.G. CROSS SECTION C SCALE: 114" = I'-0" e 'HURRICANE CLIP• .Z J 3 - FASTENERS AT ALL - .R NFTER CTONS TTrPPLATE '; Q Z NwQ - DINING - aQ� w GARAGE E N - Y g .. (3)1 3/4'x 9 1/2'LVL P-i9 INSULATION - :{. 1X 9R CONCRETE FOOTING BASEMENT SWEET - [� C,C� C, NOTE. CROSS O.J.J SECTION ION TO FCrlTOR TO REFER C TO CNKL S 110 X B AND J CHECKLIST FOR ADDITIONAL SCALE: 114" = II-0" - HIGH WIND TECHNIQUES. - ATTAC4ED TO DRAWINGS JOBS- 12'1 DRAWN BTU KW DATE: 2/2s/12 V c Zx10'e • P I6'O.C. - moo J (2)q II I'LVL GIRTIL TTM Iat _ FIRST FLOOR FRAMING -. SECOND FLOOR FRAMING, SCALE, I/8' . V_O" .. - SCALE, 1/8" - 1--W - e DORMER - 2x12 RIDGE �a (2)16'.LVL tLI RIDGE 2x12 RIDGE Z Q j . 9 RAFTERS 2xlos P 16' - > > .Q Q5 Z. J J -A �. wmw DORMER _ _ J 'O n n - _ J _ 13 .. ITrTFII ROOF FRAMING a . SHEET SCALE, 1/8' . V-0' 54 JOB. 29 DRAWN BY. KW DATE: 2/2B/12 EXTEND NOR TO CORNS 2.6 DBL.'TOP_PLATE -' RAFTER 016°O.C. ° PALL HGT.BTUD6 • - JACK STUD— NA TI-TOPOP ATE .4 •—APPLY SIMPSON MSTAIB CONNECTOR H2.5®EA.RAFTER ROWS OF 16d NAIL. -ON THE INSIDE FACE OF HEADER _ - .O B'O.C. TO EACH JACK STUD - ` - STRUCTURAL PANEL HEADER ' - TOP PLATE - w ' .NAILED Bd COMMON - CONTINUOUS HEADER O 9'O.C.EDGE AND FIELD _ CORNER'TO GARNER r I�B - ° - OVER MULTIPLE OPENiNG9' /VVV� �JOI DOOR TRIMMER 9TUD9 - : RAFTER TO PLATE CONNECTION �I® W-5/B°ANCHOR-BOLTS II /S. PLATE WASHER. II - * V] . EACH NARROW WALL SECTION _II II � )1V( . '-STAGGER NAILING— INTO ` 1 . BOTH PLATES. :. - 2z6 DBL TOP PLATE i*i w VERTICAL } _ RU. A.- MAIL W C PANEL NAILED ed COMMON EDGNARROW WALL $RAGIN AT ARA E DOOR °AND a'cN MELO L SHEAR WALL COMPLIANCE' W- 66%OF EACH WALL RUN F w •� ■ .VERTICAL SHEATHING WITH - ° - ad NAILS 3' EDGE/12" FIELD " . (4)16d NAILS PER FT BOTTOM PLATE -'VERTICAL -" - - DOUBLE ROW L- 27%OF EACH WALL RUN STRUCTURAL PANELS - STAGGER NAILIN BREAK ON SECOND FLOOR INTO BOTH PLATES VERTICAL SHEATHING WITH RIM JOIST 2.6 DBL.TOP PLATE ad NAILS 3'EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE - - - 1 I I S } t RIM JOOIST ooR. Y Q Q 'VERTICAL - VERTICAL Q 0 W STRUCTURAL PANEL 1A STRUCTURAL PANEL K - NAILED Bd COMMON NAILED Ed COMMON Q O S'O.C.EDGE • 3'O.C.EDGE -AND 12'IN PI ELO 'i AND 12°IN FIELD I O J J. Z_z-A - FJ` .vT _ .{ w K w V DOUBLE ROW I -•DOUBLE ROW STAGGER NAILIN ER NAILING— STAG. II J r INTO.BOX AND SILL _ INTO BOX AND SILL Fn SHEET OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL HEIGHT SHEATHING -MULTI FLOOR LE,N.T.S. SCALE,N.T.S. JDB' 1129 DRAWN BY. KW ' DATE. 2/2B/12 ' r TempParcelEdit Page 1 of 1 ' YY i s S Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parice Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1113 Street Number: 34 Unit: F. Dev Lot LOT 113 ...: .. Road Name: DOVETAIL LANE T/R: ..._ _ _....�.......M. M.........j Sec. Road: Villlage: 07 - Cotult �' Part of M/P: IMA.P1 002 PCL 002 Plan Ref: jPLBK 617/69-75 �mmm Date Added: Updated: @Upte ®�elete �AddAnother httn-//issol2/Tntranet/Preridata/TemnPareelEdit.asnx?ID=Add 1/16/2008 Foundation Certification in Barnstable, Cotuit, MA . Location Lot 113 N 34 Dovetail Lane Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D _ Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601 Page 158 Phone ,— (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Job Number. 2005-214 Scale : 1" = 20' 03-30-12 OPEN SPACE O)17 W I-- 6 r�N too d d k, fl 0 V� hry h� A:) LOT 113 15,707f S.F. 0 2 0.36f ACRES ,S ��7,s, *3R R98, oo�o�, 0& a ao �o o �/29i�q d q110 4, 2Ap, 41 6�g`SS A 0 %K Qp� �cF W r LOT 112 �pT co rn Z C��� tilot 4, 70254 200O' a do� � � . r-1 rn o r%0 N rn rn Vi 0 m . a I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN U, COMPLIANCE WITH FRONT; SIDE AND REAR SETBACK REQUIREMENTS (20'/10-/10,) AS NOTED IN TOWN OFOf 0 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TOti r z PERIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A � SPECIAL .FLOOD HAZARD AREA. w E L. 0 5 THIS PLAN IS NOT TO ECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. �� o<* ISiER�0 2 � v mat � REGISTERED PROFESSIONAL ND SUR YOR N BAXTER NYE ENGINEERING & SURVEYING DATE 3Ln 0 0 i n 0 0 0 GENERAL MM., 1. LOCUS PROPERTY IS SHOWN AS. OPEN SPACE ; ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS. FRONT - 20' / PROVIDE (1) 6' olA. x SIDEAM = 10' 6' DEEP LEACHING 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS, r � x r� BASIN W/ 1' STONE 4. COMMUNITY PANEL NUMBER. 025551 0021 D 68.0 SURROUNDING (OR THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, �s �� ALTERNATE AREA OF MINIMAL FLOODING. N-AEQUIVALENT VOLUME i 5. ENVIRONMENTAL NOTES.- OF 289 CF) ; SUE IS NOT WITHIN AN AC E.C. (AREA OF CRITICAL ENVIRONMENTAL ` CONNECT ALL ROOF ^� - x 66.50 i r>>• F \\�WNSNG BA IN ri SITE NOT WITHN AN AREA OF ESTIMATED HABITAT OF RARE I v � - � ACHING BASIN WILDLIFE PER NHESP MAP 2006 "ESTIMATED Q '''� .�� xss. ss.o LOT 113 VEGETATED'a2" DEEP HABITATS OF RARE WILDLIFE 1� Z QO 15,707f S. `� RAIN GARDEIL (125 USE WITH THE MA KnANDS x s6.25 �Pp ^f'd 0.36f ACRES C.F.64.0 SITE PROTECTION NOT CONTAIN Al CERTIFIELATIONS D 1VMW 1POOL PER NHESP \\ BOTTOM-63.0 MAP OCTOBER 1, 2006 "CERTIFIED VERW POOLS." o OQ SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 63x 1 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES A UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, �s �Onlb oF4i- \\ REGULATIONS (321 CMR10) 68. �p moo 9. RO SITE IS SINE�� APPROVED ZONE II GROUND WATER TION AREA S INV.-63.19 65.0 O o• LOT 2 CONSTRUCTION Wm, 68. VEGETATED 12" DEEP s CLEAN c �' �'�� / 1. ALL GENERAL NOTES ON SHEET C-2 FROM THE RAIN GARDEN (125 OUT �•� cqR 0. A% SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED C.F. STORAGE) �� N S . 68. ; 9�s�, / `� �O �•� 6125107, SFWl HEREBY APPLY TO THIS SITE PLAN. TOP-66.0 � , N , es o p / 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM BOTTOM-65.0 s? sss+ ? ��• THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, ?,�, w ' o• .0 h� DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. x .25 '`` ,° \� 3. SEWER BUILDING CONNECTIONS. 68.50 �, / \ - MIN. COVER SHALL BE 3 FT. 3 \ - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES 68.50 \`� AS REQUIRED BY BARNSTABLE DPW. ` x / \ - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1Z. W ' ' 69.0 x \ - Cotuit Meadows Subdivision CLEAN OUT % CotultaBarnstable Massachusetts PREPARED FOR S� COTUIT EQUITABLE HOUSING, LLC P. 0. Box 95 Centerville, NIA 02622 Ir, � Site Plan tiry \ Lot 113 ~ 34 Dovetail Lane M BAXTER NYE ENGINEERING & SURVEYING �y Registered Professional y `' Engineers and Land Surveyors A oftf4 78 North Suet,3rd Floor Hyannis MA 02601 MATTHE G O ` ` Phone-(508) 771-7502 Fax-(508)771-7622 'o E pY A C2 20 0 20 40 �' �° !y S W CURB SOP E AL X •G�\ sro SCALE IN FEET NN a `c SCALE: 1" = 20' DATE: 03-02-12 s�oo 65. \�� REV. DATE. REMARKS /y s, s LOTml 13 SMH 1 S DRAWN NUMBER ` INV OU ` ly 59.0 S INV.=58.71 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw \` 2005-214