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HomeMy WebLinkAbout0276 PHEASANT HILL CIRCLE TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map � � P rcef ®Q� D ,'a �� Application # (� G2 � Health'Division ✓ 4 o .L togs Date Issued Conservation Division Application Fee i Planning Dept. Permit Fee Date Definitive Plan Appr ed by Planning Board �, r Historic - OKH Preservation/Hyannis ►J A, Project Street Address 7l0 Village Owner Address P Telephone '77 l- 16 V6 : Permit Request 7 441 a -7 : eda�, r 2- 2— CM Square feet: 1 st floor: existing proposed 2nd.floor: existing proposed Total new/ Zoning District Flood Plain Groundwater Overlay Project Valuationl�y7J Construction Type���2 . Lot Size 9 y3 Grandfathered: ❑Yes �No If yes, attach supporting documentation. Dwelling Type: Single Family 0" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes L9'�lo On Old King's Highway: ❑Yes l No Basement Type: 9/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new C9'- Half: existing new Number of Bedrooms: existing3 new Total Room Count (not including baths): existing new_o First Floor Roomt Count cmn Heat Type and Fuel: t�Gas ❑Oil ❑ Electric ❑ Other Central Air: U Yes ❑ No Fireplaces: Existing New _� Existing wood/coal stover❑Yes C9�� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑e sting ©Nnew;""?size_ ZO o.2 co Attached garage: ❑ existing 2i new size _Shed: ❑ existing ❑ new size _ Other: Z' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , Commercial ❑Yes IrNo If yes, site plan review# Current Use 'Proposed-Use—/1.P.44P���tr� -- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name h atLA� �X e Telephone Number '7-71 LB O Address I License # 441� Home Improvement Contractor# Worker's Compensation # VC AD 7 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L.�;�. I SIGNATURE DATE —�9 l } FOR OFFICIAL USE ONLY APPLICATION# i ?ATE ISSUED rP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: o z � t FOUNDATION - �01� �o �}�z�'/►�� D 2- ok e/ p R efc- k•=FRAME (�)&I-o-616?X&C4 INSULATION R/NS - 9&ID?Rye t FIREPLACE ELECTRICAL: ROUGH FINAL hPLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town- of Barnstable ke ulatox- . . Services b J. e t Wl"STAN L.'E, cuss , Thomas F. Geiler, Director 6y go., Building Division Thomas Perry, CBO,Building Comnussioner 200 Main Street, Hyannis,MA 02601 www.town.barmstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 . .PLAN REVIEW L�o ?0.k? 3 0 Owner: Corut-r �- oath f- Ma /Parcel: �0Z --dO 2�-03 L / / P Project Address 27(2 lleilrerv(Y �d/GI Bu1jdCr.--�19x 1 11 The following itexus were noted on reviewing: r� rnccsr R rk-.v�P�-� �2Reviewed by: - Date: Q:Forms:Plarvw °p THE To�ti Town of Barnstable hP Regulatory Services 9 MAMSTMAM NOM Thomas F.GelIer,Director ; �prED r++9A�A Building Division _ Tom Perry, Building Comm;ss;oner 200 Main Street, Hyannis,MA 02601 office: 508-862 4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I 09-7-61 17- OWL/ t 416t . Z-C-as..0amer..of the.subject prop t�g•- a _......._... .: hereby authorize__ �S f Lj ':.. to'act On my.b ehalf,. in all matters relative to work authorized•by.this building•permit-application for: Ard (Address of Job) T Signature of Owner Date /zG iJ T I�Ax Y Print Name --^— The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 '{� • rvwtv.nlass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information `/ a Please Print Legibly Name(Business/Organizatior�/Individual): 13AYSl�� /3d/G.d 6 IAJC. Address: 18451 )( q 5 City/State/Zip: G'4F/t/'7,F.,P_V l f Alf• Phone#: 4�9' 79 l— %QYdl Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. X I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. n Demolition workuig for me in any capacity. workers' comp. insurance. 9. [] Building addition [No workers' comp. insurance 5. El We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.El am a homeowner doing all work right of exemption per MGL I l.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] 'And applicant Umal checks box'1 must also fill out Ume section below•showing Umeir workers'compensation policy information. t Homeowners who submit Umis affidava indicating they are doting all~cork and then hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box mus(attached an addi(ional sheet showing the name of the sutrconvactors and their workers'comp.policy information. I am an Clip lo_rer that is providin, workers'compensation insurance for mr employees. Below is the pol.ict' and job.ritc> — information. Insurance Company Name: //�j'��� ��/[�� cd Policy l or Self-ins. Lic. 9: !.(J�F(�0`� � 1V06 -� �� Expiration Date: / /d Job Site Address:_ "G6 �G1�,tlloyn City/State/Zip: C0y/l.T 4z6�7 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and./or one-year imprisolunent, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert fj under thepains andpenalties ofperjury that the information provided above is true and correct. Si gnature Date J —0 Phone#: Sa [:J-1 only. Do not write in this area, to be completed by city or town official. �I`n: Permit/License# hority(circle one): Health 2. Building Department 3. City/Tnwn Clerk 4.Electrical Inspector 5. Plumbing Inspector son: Phone#: i Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/l/09 6/1/04 6/1/0 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/l/07 1/1/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/1/06 5/1/10 1/1/05 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/l/09 6/14/04 8/14/09 D.P. Fuccillo "onstruction10/20/06 10/20/09 10/20/08 10/23/09 Yan 5 31Gregoire, Mar9/18/08 9/18/09 Hill Construct04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Desgn 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson 4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 1/1/05 1/1/10 L&M Glass Co, Inc 5/1/04 5/1/09 5/1/04 5/l/09 MAP Insulation 10/1/07 10/1/09 10/l/07 10/1/09 M onsr 9/04 23109 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/l/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7/11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A �CLI M DATA „,���-,f��w lar�a.r3:wu�avl�oir xui ing7 egu'atio�Csxa�n� andard Construct on�Supervlsor Lleense ; �5645 { .s. f 1T 010r Tr# 048 , r +• 29, *p t n l pp '” J Y :'S I.a" . D-i n ������pTu✓` W1 � � {�?!c�s`{'�•i'm.Z. 'r��� ny Spa a ansF i ,r.. 55tt a .. j, ie. t � ry�3� �OOj yf��#OOUcf�en��osed space >; us onr on Aj jamlx orneas 1 z RAY i # aeli se�stabeBw dng�o�de r efi }. sauseforlu��ens�e i } TempParcelEdit Page 1 of 1 Al yK: / A s... '// +.......::....ia. 9.Qwia ,.uwi ::.............«.. �... .. �: ".. ...�: ._ .. ::....._. .SFxG �Y:v.. ,.ru 'iY. Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 031 Street Number: 276 € Unit: Dev Lot: LOT 31 Road Name: PHEASANT HILL CIRCLE € T/R Sec. Road: �._- T/R: I�s Villlage: 07 - Cotuit ?• Part of M/P: MAP 002 PCL 002 € _ __.. ... ........ .._.___.v .... _._ _._ ...,.._.._ .___ Plan Ref: jPLBK 617/69-75 Date Added: Updated: `lJ at Delete p AddA R other;� http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Town of Barnstable Building Department - 200 Main Street BARNSPABLE, * Hyannis, MA 02601 MASS. 9�A 1639. , (508) 862-4038 rFo n�°i Certificate of Occupancy Application Number: 200902730 CO Number: 20080445 Parcel ID: 002002031 CO Issue Date: 11116109 Location: 276 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed 4 � ZHErgy� TOWN OF BARNSTABLE B-u-� d i n 9 , .+ Application Ref: 200902730 , • BARNSTABLE, Issue Date: 07/02/09 P7:rrriit y MASS. �A 1639• Applicant: BAYSIDE BUILDING INC rF0 MA'I A Permit Number: B 20091136 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/30/09 Location 276 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME F i Map Parcel 002002031 Permit Fee$ 1,091.40 Contract6r BAYSIDE BUILDING,INC Village App Fee$ 100:00 License Num 005645 Est Construction Cost$ 214,000 Remarks w APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM 2 BATH WITH ATTATCHED GARAGE THIS CARD MUST BE KEPT POSTED UNTIL FINAL` 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 CONVEYS NO RIGHT,TO,OCCUP,Y ANY-STREET,ALLY OR,SIDEWALK OR ANY PART THEREOF;;EITHER TEMPORARILY,OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BYxTHE JURISDICTION. I STREET OR ALLY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC,SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.. I'rkE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I.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(asset forth in MGL c.142A). `4, wig, m ` " BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS' 1 �C� 1 v t'6 1 21-q06r- 0< Jew q115TO f i ew 9 e air 2 d � PORN r � 3 I Heating Inspection Approvals Engineering Dept Fir ept 2fBoard of H ajlt f � � 1 I� 1`f� �15 �'� I (-� l C�L C� I � LC. � Fi AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL 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) ..... 1 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................8<_12:12 Q Mean Roof Height .....................................................................(Fig 2)..................................................15 ft 5 33' Q Building Width,W ..............................................................(Fig 3)................................................. 40 ft 5 80' Building Length, L ..............................................................(Fig 3).......................:..................... >5068 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)...................................... ... .. 1.53:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4).......................... ' " 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.................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION'3 � , 5/8"Anchor Bolts imbedded or 5/8"ProprietaryMechanical Anchors as an alternative in concrete o i� ....... able 4 ................................................. 38 Q Bolt Spacing—general ................................. . R ) Bolt Spacing,from endloint of plate ............................(Fig 5)........................................12 in. " 12" Q............ Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry.................................:......(Fig 5)................I.......................... in.z 15" N/A Plate Washer...............................................................(Fig 5)..............................................a 3"x 3"x'/e" Q 3.1 FLOORS -red& Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................— ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)........:.......................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .....................................:..........(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............................8-4 ft 5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.<_24"o.c. Q Wall Story Offsets .................................................:......(Figs 7&8)...........................................—ft <_d N/A, AWE Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls....................:...................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5Y........................................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 j� N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W i. ` Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ................-............. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)........... .r..........................8 ft Q Splice Connection no.of 16d common nails p ( )............:(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 5 1 tfq �u Full Height Studs (no.of studs)...................................(Table 9).......................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................9 ft 0 in.<_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in.5 12" N/A. Full Height Studs(no.of studs)...........................:.......(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W F e � A: Nominal Height of Tallest Opening2 ' `...6'-8"s 6'8" Q tea, SheathingType...............................:.............(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 10).......................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10).......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension,L Nominal Height of Tallest Opening2.....................................................................6'-8"<_6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing.........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).................................. Percent Full-Height Sheathing.......................(Table 11).......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. Q ci AW,C Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ..:............................ (Figure ).................................. Fi ure 19 2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear..............................................(Table 12).................................................S=77 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)............................................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 THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. 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 AWE Guide to Wood Construction in High Wind Areas:110 mph Wind Zone. Massachusetts.Checklist for Compliance(7so CMR 5301.2.1.1)1 -WHEN THIS EDGE RESTS ON RRAMING US£Sd NAILS AT 6b.c. '7__. f.___ -rr- 11 11 1Y 1� lY 1 11 1Y t it 11 11 r 11 1 r 1 11 11 t 1 11 11 I N ,-1 1 11 1 11 1t i 11 1 l N t 1141 11 ' I O f1 11'F 1 ILr Q tl it m Ed 111 1 11 � If 1 W X U t 11 lV Ip IL a .r 1 II 3 11 It 1 I ta7 i i at F1V„ 1 11 11 11 1 Id t n r1 it rI /1 tl 1 40UIBI E SI)CsE `------- NAILSPACM PANEL_ v See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment f AW,C Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 q luZ a i xQ i � � r r r r .r it ei .r� I1 i FRAMING MEMBERS r r EDGE WERMEDIATE i 1 r4&[ r ° Z ----_--�i^�-_-_�_--#--_ STAGGERED �¢ 3"MK MAIL PATTERN PANEL PANEL EDGE DOUBLE MAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment Roof Beam[2000 International Building Code(97 NDS)]Ver.6.00.5 By: , on:06-16-2009:09:03:26 AM Project:THE SURFSIDER MODEL COTUIT MEADOWS-Location: STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (2) 1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 165.2% Controlling Factor:Section Modulus/Depth Required 11.2 In *Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=U747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT, Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladl= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3408 PSI Adjustment Factors:Cd=1.15 Cf=0.96 Fv': Fv'= 334 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4318 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2 A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 , REScheck Software Version 4.2.1 2 Compliance Certificate Project Title: THE SURFSIDER MODEL d Dom• Energy Code: 2006 IECC " Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance:0.6%Better Than Code Maximum UA:255. Your UA:254 TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1•.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0.31 TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 1.5 80 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 SHGC:0.31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE SURFSIDER MODEL Report date: 06/16/09 Data filename:C:\Program Files\Check\REScheck\SURFSIDER.rck Page 1 of 3 n P, REScheck Software Version 4.2.1 Inspection Checklist. Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+.R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: . ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5'clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the 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. Project Title:THE SURFSIDER MODEL Report date:06/16/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 2 of 3 J, Comments: Materials Identification: Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water!heating equipment have been provided. LJ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. - Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:THE SURFSIDER MODEL Report date:06/16/09 Data filename: C:\Program Files\Check\REScheck\SURFSI DER.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Ceiling I Roof 31.50 Wall 20.50 Floor/Foundation 20.50 Ductwork(unconditioned spaces): .; WON,> x w Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: N SMOKE DETECTORS REVIEWED u LDINGDEPT. DATE BARNSTABLE BUl � rr - - _ - -- - - - - - =- . MENT DATE -g_.-� EPART n RES ARE REQUIRED FOR PERMITTING W In CARBON MONOXIDE ALARMS Z MUST BE INSTALLED PER U ®® MASSACHUSETTS BUILDING CODE - w loo ITT$ ]I . 00 U? a Lo o FRONT ELEVATION 'Q a o SCALE: 1/4' a V-O" m w z } 3 wZ0 Q ...---------- — — _ -- NNW O ix Q -1 Kn0 Lu OLL V m f O J L--- L---j REAR ELEVATION SWEET SCALE: 1/4" . 1'-O" I JOB, Ogl9 DRAWN BY, KW DATE. 5/22/09 N cm 0 d Lf) 12 _ — - ^ W O V _J N W o ®i F' LO La o c� 0 m n co 0 in �} LEFT ELEVATION - 'Q m = SCALE: 1/4" - V-O" m 0. W J � U J -- 12 6 Z q A N Q O - _— --- _ Q N OL F- w tu Q, h W U- C'4U O J i L---i SHEET RIGHT ELEVATION A2 SCALE: 1/4' - V-0° JOB: 0919 DRAWN BY+ KW DATE: 5/2�/09 NOTE: - 621_On C.ONTRAGTO 10'-6° 13'-B° 12'-O° B'-4• W-4"1 13'-2° TO WFCM uo N CHECKLIST F R ADDITIONAL - - r HIG14 WIND T IGUES RELATED TO THIS PLANLo N SHEAR WALL COMPLIANC — v G In W- BOX OF EACH WALL RUN VERTICAL SWEATWIN WITH LjC ad NAILS 3 EDGE/1 " FIELD (4)16d NAILS PER -BOTTOM-PLATE PF�IS--� L- ISX OF EACH WALL RUN n —r• _ - _ - VERTICAL SHEATHIN WITH $ - 'v - } co ad NAILS 3" EDGE/i ° FIELD x'C x x c F� (4)16d NAILS PER BOTTOM PLATE _ _ __ 'v R _ Z .. LL 1 2"k PNON t 'Q Q *' il'-0•CATHEDRAL Vs 606 I }®V3 -� 12'-0'GTHEDRAL v o BEDROOM #2 I sKYLIGHT I s MASTER BEDROOM _ CJ CARPET - --------- -- CARPET _ UI 13'-O° L5-3 I/2 - -6 II/° OI _ ILE�° N` 15-B" v r (� - .BATH 0 14'-O•CATHEDRAL FLAT CEILING :�� � O Be Ire•x 60 7re• PINING 1-. 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WALL SHEATHING vroo srRtxruwL Pnrm,s enms aP/.cao uP To r•o.c. m au s•erzvn•no.o SHEET 5'AHo%•PmmmoARv P�M66 m - •aasP�v Flm k'I I�cF aLeCeOm sRr.w tSsoHwiwE rAA LT HPnI N�Gs mmwe cootrne tuma si`•eeazOas�:Uvr�Ivm'•FlPn6loeD.Loo JOB; 10 0,18 DRAWN BY2 KW DATE 5/22/0-1 TempParcelEdit Page 1 of 1 y �� ��r a� �""'�, �$"is� �•:} it���������y�� � -r r� �"4 � -..,.�N"� /' flu e s� »� �` s�} i pu '� y � �`�` � Y4• Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 031 t Street Number: 276 Unit. Dev Lot LOT 31 Road Name: PHEASANT HILL CIRCLE T/R Sec. Road: T/R l Villlage: 07 - Cotuit F.> s Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 Date Added: ...... ........ Updated: Upda"tee Delete Ad"d-,h r http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 °FIHE r°wti Town of Barnstable 9ARNSTA9LE. ' Regulatory Services 9 MASS. 059. MAy �0 Building Division prFD a 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Z 7 / s l flc.t-- Permit fit mb� a 0 Oct 0 4.7 30 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: aAGC- CWt-O(+y6 L DG 7-0 ClINLl., Jb7NT �73 t-60—K Z-K Gc9-*LL 1AJG- Lcrjr-,2 #0 E-* f{-feaa5 C4f-S't- /A] /e NAys 0 Please call: 508-862- for re-inspection. Inspected by Date / d r Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 31 Pheasant Hill Circle Subdivision of Barnstable Assessors Mop: 002 Parcel: 02 Baxter Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. .025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd. Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale : 1" = 20' 08-06-2009 rnCO as told Coco �\ i as . s COT 30 �13s 36b ni 116 95, f O , 2s.g. • n cb W O 00 LOT 31 z o 2 9,939f S.F. I � "' ry �• 0.23f ACRES h Q / m J2 0�Co Nc /i � .�0 ' O m rn o h N. a' �cl 22•p• d- Z o ,105 py S y COT EL CO LLJ N . O co 00 rn S C C,, H m s . 'h cL Ln 0 O Z O w I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN* HEREON IS IN i COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10) AS NOTED IN TOWN OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO v�t� PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. N THIS PLAN_ IS NOT TO RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. / •(m -09 �`GrSTE R o REGISTERED PROFESSIONA LAND SU VEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 6 , C o� o. N O GENERAL NOTES: I. LOCUS PROPERLY S SHOWN AS: ASSESSORS MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNAY 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.EC. (AREA OF CIW.AL MWONUENTAL 00 CONCERN). SITE LS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE z WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CUR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS." SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER x LEA L`(1) s' DIA./ s' DEEP ,� 1, 2006 '1RIORAY HABITATS OF RARE SPECIES' FOR SPECIES � CST LEACHG BASIN IM/ 1' STONE J0 r' SURROUNDING (OR ALTERNATE/ UNDER THE EIVANGERED SPECIES ACT, 66.0 ; EQU'VALENT VOWME) REGULATIONS (321 CMR10) C NECT ALL ROOF ; r SITE 6WITHIN A STATE APPROVED ZONE It GROUND WATER D941SPOUTS7'ro LEACHINc RECHARGE PROTECTION AREA 62.5 �8► i ,: 8S / r � v , ,� , , CONSTRUCTION NOTES, c �e ,� • �, ` ��� ��� 1. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE �,,� SUBDAASION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED iv x63.0 �� , , / , `ti 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. roo �i \1 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM l / CI O f co THE THE SUBDIVISION CONSTRUCTION PLANS FOR COTUII MEADOWS, m �o �2.0•� 14 'k►gYZ'1 �, BATED 6125107, SHALL HEREBY APPLY TO THIS SITE PUN. 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALT. BE 3 FT. 54 v,, / - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER , c0 UTILITIES AS REQUIRED BY BAIWABLE DPW. 0 40 1 40 ,/ Q - MINIMUM SEWER SERVICE CONNECTION SLOPE SHAH. BE 2.1% ro 49.19 (MIN) Do 660 LOT s x .,63.0 0• / J ? 0• -� s. 42 H 99939f S.FI / S ''/ 0.?I* ACRES/ OUT NV-47.T �d , �1 ON �,. / ,%� Co#uit Meadows Subdivision Cotuit Barns#ably, Massachusetts ' w PWAW FOR COTUIT EQUITABLE HOUSINGy LLC i ? SMH,05 , P. O. Box 95 DEEP RAIN GARDEN R 47.33 SMH16 ` / CenterWile, MA 02632 1-47.31 SMH14 , ME (250 C.F. STORAGE), ,- �, TOP-57.0/80TTOM#56,0 Site Plan Lot 31 Pheasant Hill Circle B.AXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 1"of 1.1 Assq 78 North Street, 3rd Floor,Hyannis,MA 02601 a� y Phone-(508) 771-7502 Fax -(508) 771-7622 ��� H a� a ED -+ L N .43183 20 0 20 60 sc/5TEG\a�w� ZONAL E SCALE IN FEET SCALE. 1" = 20' DATE: 6-12-09 REV. DATE: REMARKS LOT 31 m" m1m I 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214