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HomeMy WebLinkAbout0449 OLD CRAIGVILLE ROAD y �C�loC �t-�a..� �r� 1I��T . '� �� � - z _ � �/ .. . . . , � ,. c - _ ,. - p` 8 - o. d e 4 I'Y� L ` TOWN OF BARNSTABLE BUILDING PERMIT A PLICATI Map / Parcel c3 / ApplicatioIZX Health Division Date Issued44% ` 0/6 ¢ l Conservation Division Application , e - _/ 00 Planning Dept. Permit Fee I V 80 ;.Is Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address Q C V Village nteYVLLLe, if Owners D,a k. C o h t l Address 1 3 Al le'), U a It ll.{h�_��� Telephone Permit Request Doll ,cc -- �-` M 2 Cb� -� ��- N S R 1 - 01:3nx,_ I Square feet: 1 st floor: existing JWproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 231:�,►500 Construction Type Lot Size e 131 Grandfathered: ❑Yes ❑ No If yes,'attach supporting documentation. Dwelling Type: Single Family, \U." Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes WNo On Old King's Highway: ❑Yes blo i Basement Type: Full ❑ Crawl ❑Walkout ❑ Other -� Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Njimber of Baths: Full: existing new Half: existing — new �-- Number of Bedrooms: > existing —new - Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ANo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: = o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Q Commercial ❑Yes Ao If yes, site plan review# Current Use Rp S Proposed Use Qa APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G 20 _Sr, _DC0 . . 4Teeephone Number Address License # Sr,g lj6 ' 0 LL t h, yCP,Y L o a h) Home Improvement Contractor# o Worker's Compensation # y 4L�24 2 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY ~ f APPLICATION# ? DATE ISSUED {F_` s ' L MAP-/PARCEL NO. . ADDRESS. VILLAGE OWNER LY I L ti DATE OF INSPECTION: - f t FOUNDATION ml�sllD. 514"rU 1 '3 /1 FRAME Ioh, s##E F iAlaejuck, CO Z/3/ r INSULATION C L 2 11 . FIREPLACE " ELECTRICAL: ROUGH FINAL � PLUMBING: ROUGH FINAL - G'AS ,i ROUGH -_. FINAL 0`FINAL BUILDING Yl W l' 1 t DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Building Department - 200 Mai Street ASTABLE, Hyannis, MA 02601 MASS. (508)1639. 862-4038 9� ArFD MA'S A . a Certificate of Occupancy . Application Number: 201005618 CO Number: : 20110073 Parcel ID: 247037 CO Issue Date: 06102111 Location: 449 OLD CRAIGVILLE ROAD Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: DAVIS, GEORGE Permit Type:' RC00 CERTIFICATE OF OCCUPANCY RES Comments: Bu i epartment Signature Date Signed -,-- =� G,�-� _ � ��,, �_ ._ _ -. �I 1HET TOWN OF BARNSTABLEBu:—flding Application Ref: 201005618 BARNSTABLE, * Issue Date: 11/17/10 Permit 9 MASS. �Ar16 39.�A� Applicant: DAVIS,GEORGE Permit Number: B 20102482 Proposed Use: SINGLE FAMILY HOME Expiration Date: 05/17/11 Location 449 OLD CRAIGVILLE ROAD Zoning District RB Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 247037 Permit Fee$ 1,155.15 Contractor DAVIS,GEORGE Village CENTERVILLE App Fee$ 100.00 License Num 056130 Est Construction Cost$ 226,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD AFTER TEARDOWN A 3 BEDROOM SINGLE FAMILY THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: PAUL,GREG BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 1055 INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT°TO OCCUPY ANY.STREET ALLY'OR SIDEWALK OR AN PART TH IT R TEMPORARILY ORPERMANENTLY: ENCROACHEMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLYTERMITTED UNDE,R°THE BUILDING CODE,MUST BE APPROVEDBY:THE JURISDICTION. .STREET ORALLY GRADES AS WELL AS DEPTH AND LOCA,T,ION OF PUBLIC SEWERS MAYBE OBTA1NED FROM THE DEPARTMENT OF,PUBLIC WORKS, THE ISSUANCE OF THIS PERMITOOES NOTRELEASE T.HE APPLICANT FROIVI'THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). { t. tl 6 ry^ >n<i d BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I 5i419 �&� a 2 2 3 1 Heating Inspection Approvals Engineering Dept ov � s Fire ee—pt �Wi 2 B of � / AWC Guide&oWood Construction in High Wind 110mTh Wind Zone Massachusetts Checklist for Com c e (780 CMR6301.2.l.h/ Check � Compliance � 1.1 SCOPE � Wind Speed C3-000 gust).........-_----,--._-.�-�_. ----. --. --------- ' 110 mp Bh WndExpooumCo�gu�-_- ----`_---..-'..,... . �1.2APPLCAB|L[7Y � Number of Stories .................................. ..............'..............(Fig.2).............................� / Vx RoofPitch .................................................... ........ .............(Fig 2).......................................... Mean Roof Height ............................................... ................(Fig 2)..------.-'--''-----iq � �3� BuUd�gV�d�.VV-------_--_--'--_'_--(�g3)---------_---.6u� �� ft :500' Building Length, L ..................................... 3)-------------- 0y 8uUd�gAopo�Robn(-8N) --' --___-_---.- --,-----'_---' ..... Nominal H�ghtofT�|m�Opening^ ...........................(Fig 4).---------------'zL�L:5 6'8^ y~ 1.3pRAM|NG CONNECTIONS � General compliance with framing connections....................(Table 2)............................................................ .-' 2.1 FOUNDATION ' � Foundation Walls meeting requirements cf78OCIVIR54U41 Concneta-------------------'-------'---.-----------' Concrete Masonry-----------.-...-'-.................. -----------------.---' m^ 22 ANCHORAGE TO FOUNDATION 1,3 ` 5/8"Anchor Bolts imbedded or6/8" Proprietary Mechanical Anchors as an alternative in concrete only 5-1 Bolt Spacing-general ..........................................(Table 4)............................................... _-Win. w Bolt Spacing from andfjoirtofplate ............................(Fig 5)..................................... in.:56^-12^ Bolt Embedment-concrete..........................................(Fig 5)................................................. in.2:7^ Bolt Embedment-masonry.........................................(Fig 5)............................................ in. 2: 15^ - �- PlateVVaoher-' .........................................................(Fig 5)...............................................*a3^x3^xW ^ ` 3.1 FLOORS Floor framing member spans checked ----....................(per 78OCIVIR Chapter ----------- Maximum F�orOpening Dimen�pn---'.---',.'/--.(Fi --------.� +(ft� 1� urU2orV�2 Full Height Wall Studs ot Floor Openings less than 2'from Exterior Wail (Fig G)........................................ Maximum Floor Joist Setbacks Supporting Loadbeahng Walls orShaonwa|-_'-.-.(�g7)-'-------.-----.--_. Oft �d K8axhnumCanUeven� FborJo�� ^ ` " ~ '�� If GuppodngLoadbuar�gVVo�orShnanmoU.�-./-�'.-U�q0..�.----.-.---_-.-..-.t...6 . �d F�orBrnc�gotEndwa\o-----,-_�_--. _.�---�(Fig Q)---------------.,-_----� FburGhua�ingType .---_---_-.---__�-�.�'(per 7DO CIVIR Chapter 55)................. --� Floor Th�kneoo _-`-_--__--'-'._r.''�or78OC�RCh -.-.-' ' Floor Sheathing Fastening..................................................(Table 2)' S��d nails at_ in edge//�? infield 4.1 WALLS Wall Height Loodbeorng walls------------_----(�g1U and Tob�S)--------- ~ ft s1� v gwnUo.-----.�------_-'(Fig 1D and Table 5)........................... -ft :5 20' Wall Stud Spacing .........................................................(Fig 1D and Table 5)...................\L in. s24"o.c. �^ Wall Story Offsets ............................... --r---'-(Figs 7&0.............................................— ft :5d , 4.2!--,NTEFUORVVALLS3 Wood Studs .---'^.--------�ab�5)-----'--.-'v" /�' E�� �� �. . | w -------��---_--'(Fob�5)----_----� _��'-q ���-�� - --- uameEnuvvanu�omg ' _________________ \/ ............................................. ft�W/3Gypsum Ceiling Length (if WSP not used)....: ..............(Fig 11)............................................___ft�tO.9VV ft. o.c. ' (Fig 1i).............................. ..............................Splice Length Double Top Plate � �� -------------.-----.(�g13 and Tob�0)------------ _�-_ Splice Connection (nu. of1Od common nails)..............(Table G).......................................................... Itv ~~�' ^ . . . � � � is AWC Guide to Wood Construction in High Wind Areas: 110.mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 J Loadbearing Wall Connections Lateral (no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections .. .. . ... Lateral (no. of endnailed 16d common nails) (Table 8)........................................ . . ...... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. 11 ft Pin. <_ 11 ✓ Sill Plate Spans ........................................................ able 9 `1 ft k Din. <_ 11' �✓ 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) f Header Spans................ .:..........:...............:......... .....(Table 9) .........:...................... `) ft 10 in.< 12' : SillPlate Spans...................:.......................................(Table 9).. ...:........................... —Ift%O in. <_ 12" Full Height Studs(no. of studs)....................................(Table 9)........................................................ '3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening ............................................... ................. 6,8, Sheathing Type........................... (note 4)......,...................... a � ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less) fo in. f FieldNail Spacing..........................................(Table 10)................................................. IX in. 21 Shear Connection(no. of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathingable 10 .................................................... ' 0/ 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts).]t:i '.....orla Maximum Building,Dimension, L Nominal Height of Tallest Openingz......................................................................... 4z_�<6'8". SheathingType..............................................(note 4).................................................I....LIL'01— Edge Nail Spacing .. able 11 or note 4 if less)........................ te in. Field Nail Spacing able 11 ................................................. Shear Connection(no. of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing ......................................................' efw di 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).......gATY_-4 0'0 Wall Cladding Ratedfor Wind Speed?......................................................... ...... ....................... 5.1 ROOFS f Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS We bsite) 19 ft<_smaller of 2' or L/3 Roof Overhang . . . . . . . . (Figure ).............�, .Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ✓ Uplift................................................(Table 12)............................................U= 7plf Lateral...............................................(Table 12).............................................L=i pIf 7 Shear...............................................(Table 12)............................................S=Z plf Ridge Strap Connections, if collar ties not used per page 21..... (fable 13)..............................T=92-7 pif Gable Rake Outlooker......................................... (Figure 20).............. 0 ft<_smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors p ... Uplift................................................(Table 14)...:..................................... U= lb. Lateral (no. of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 anp 59)!6 ........ _� Roof Sheathing Thickness........................................... .. . ........................ .............L in.>_7/16"WSP 9 Fastening ....................... ...... able 2 ....:............ ............... .........G� Roof Sheathing Fastenin . ..•••�••••• (T ,) •••��-•••�••�•� Notes: 1. This checklist must 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�,iecklist 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 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. r A W,C Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height ' Sheathing 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment s'n'� REScheck Software.Version 4.4.0 Compliance .Certificate Project Title: New Custom Home Energy Code: 2009 IECC Location: Centerville(Barnstable), Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 135 deg.from North Glazing Area Percentage: 12% Heating Degree Days: 6137 Climate Zone: § Construction Site: Owner/Agent: Designer/Contractor: 449 Old Craigville Road Jean Conti George Davis Centerville,MA 02632 George Davis Inc.. 33 North Main Street South Yarmouth,MA 02664 508-394-0832 •. Compliance:3.5%Better Than Code Maximum UA:254 Your UA:245 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. 011 • • "" + r F,t Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1260 30.0 0.0 42 Ceiling 1:Cathedral Ceiling(no attic) 148 30.0 0.0 5 Ceiling 2:Flat Ceiling or Scissor Truss 1114 38.0 0.0 33 Skylight 1:Vinyl Frame:Double Pane with Low-E 10 0.380 4 SHGC:0.40 Wall 1:Wood Frame,16"D.C. 624 21.0 0.0 30 Orientation:Front Window 1:Vinyl Frame:Double Pane with Low-E 72 0.330 24 SHGC:0.29 Orientation:Front Door 1:Solid 20 0.180 4 Orientation:Front Wall 2:Wood Frame,16"o.c. 244 21.0 0.0 12 Orientation:Left Side Window 2:Vinyl Frame:Double Pane with Low-E 42 0,330 14 SHGC:0.29 Orientation:Left Side Wall 3:Wood Frame, 16"o.c. 624 '21.0 0.0 31 Orientation:Back Window 3:Vinyl Frame:Double Pane with Low-E 60 0.330 20 SHGC:0.29 Orientation:Back Door 2:Glass 20 0.280 6 SHGC:0.30 Orientation:Back Wall 4:Wood Frame, 16"o.c. 244 21.0 0.0 13 Orientation:Right Side Window 4:Vinyl Frame:Double Pane with Low-E 22 0.330 7 SHGC:0.29 Orientation:Right Side 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 4.4.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.- Project Title`. New Custom Home Report date: 10/20/10 Data filename:C:\Documents and Settings\Keith\My Documents\REScheck\#8726.rck Page 1 of 6 V Name-Title Signature Date Project Notes: REScheck by Cape Cod Insulation, Inc. 455 Yarmouth Road Hyannis,Ma. 02601 1-800-696-6611 #8726 .5 Project Title:New Custom Home Report date: 10/20/10 Data filename:C:1Documents and Settings\Keith\My Documents\REScheckl#8726.rck Page 2 of 6 REScheck Software Version 4.4.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic);R-30.0 cavity insulation Comments: - ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.;R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21:0 cavity insulation Comments: Windows:. ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: «: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0,330 For windows without labeled U-factors,describe features: .: #Panes Frame Type Thermal Break? ._ ` Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E.:U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with,Low-E,U=factor.0.380 #Panes Frame Type Thermal Break? Yes No. Comments: Doors: s , Door 1:Solid,U-factor.0.180 Comments:; El Door 2 Glass,U-factor:0.280, Comments: Project Title:New Custom Home Report date: 10/20/10 Data filename:C:\Documents and Settings\Keith\My D6cuments\REScheck\#8726.rck Page 3 of 6 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 subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) 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 w 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 manne'rthat achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. . Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction"and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment an 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: Project Title: New Custom Home Report dater 10/20I10 Data filename: C:\Documents and Settings\Keith\My Documents\REScheck\#8726.rck Page 4 of 6 V (1)Postconstruction leakage to outdoors test:Less than or equal to 100.8 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 151.2 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 75.6 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less.than or equal to 50.4 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: O 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: 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: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to"R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. 0 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have s 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: 0 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: El 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 providedon 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: New Custom Home Report date: 10/20/10 Data filename..C.\Documents and Settings\Keith\My Documents\REScheck\#8726.rck Page 5 of 6 J Project Title: New Custom Home Report date: 10/20/10 Data filename: CADocuments and Settings\Keith\My Documents\REScheckl#8726.rck Page 6 of 6 1 K : 2009 IECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.33 0.29. Skylight 0.38 0.40 Door 0.18 0.30 .� .• 77 Heating System: Cooling System: Water Heater: Name: Date: Comments: - � � �� t" ' < <. ,� The Commonwealth of Massachusetts. Department of Industrial Accidents ' Office of Investigations 600 Flashington Street Boston, MA 02111 °� �• www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizatiorvindividual): L� Address- �� Or�k W K, �te City/State/Zip:J Ia-rkn u-tk 1U d o2&0 Phone-#:: s Are you an employer? Check the appropriate bog: Type of project(required): 1. I am a employer with 4. E] I am a general contractor and 1 6. ❑New construc tion employees(full and/or part-time). * have hired the s'ub-contractors 2.0 listed on the attached sheet. 7.. Q Remodeling I am a sote proprietor or'partAr-r ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers'-comp.-insurance comp. insurance.$ 10.❑Electrical repairs or additions required 5. Q We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs - insurance required] t - c. 152, §1(4), and we have no employees. [No workers' 13.[]Other. comp. insurance required-] '`Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins. Lic.#: e c��r�r>Z'7 Expiration Date-4/,3 Job Site Address: V e'- ' City/State/Zip: V(, lL°6 Attach a copy of the workers'compensa6du 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 crimui4l penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. of up to$250.00 a day against the violator. Be advised that a copy,of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certifyyunder the pains and penalties of perjury that the information provided above is true and correct. Date: O ' ye)' /Z) Si ature: — Phone# IN p ,39q 0 j3,2, Official use only. Do not write in this area, to be completed by city or town official City or Town: Permitl�icense # Issuing Authority(circle one): A.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector .5.Plumbing Inspector ,6. Other Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'co pensation for their employees. Pursuant to this statute, an employee is defined as".:.every person in.the service of ano er under any contract of hire, express or implied, oral or written." 0 An employer is defined as "an individual,partnership, association, corporation or o er legal entity, or any two or more of the foregoing engaged in joint enterprise,and including the legal representative of a deceased employer, or the receiver or tiustee of an indi 'dual,partnership,association or other legal entity, e loying employees. However the owner of.a dwelling house ha g not more than three apartments and who reside therein, or the occupant of the dwelling house of another who e loys.persoas to do maintenance, coastructio or repair work on such dwelling house or on the grounds or building app enant thereto shall not because of such emp oyment be deemed to be an employer." MGL chapter 152, §25C(6)also states at"every state or local licensing a ncy shall,withhold the issuance or renewal of a license or permit to oper e a business or to construct buil rigs in the commonwealth for any applicant who has not produced acceptor le evidence of compliance wit the insurance coverage required." Additionally,MGL chapter 152, §25C(7)s es"Neither the commonwea nor any of its political subdivisions shall . enter into any contract for the performance or ublic work unto acceptab evidence of compliance v ith the insurance requirements of this chapter have been presente to the contracting auth rity." Applicants Please fill out the workers'compensation affidavit c pletely, by ecking the boxes that apply to your situation and, if necessary, supply sub-contiactor(s)name(s),.address(e and.phon numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limit Liabi ' Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' co pe tion insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this afE it y be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be s e to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pc or license is being requested,not the Department of Industrial Accidents. Should you have any questions regard' g e law or if you are required to obtain a workers' compensation policy,please call the Department at the n er lis d below. Self-insured companies should enter their self-insurance license number on.the appropriate line: City or Town Officials Please be sure that the affidavit is complete-and printed egibly. The Dep eat has provided a space at the bottom it out in the event the Offic of Investigations has o contact you regarding the applicant to fill the affidavit for u . of 3'0 Please be sure to fill in the permit/license number whi h will be used as a refe nce number. In addition,an applicant that must submit multiple permit/license applications any given year,need o submit one affidavit indicating current policy information(if necessarv) and under"rob sit Address" the applicant shou write"all locations i a (city or town).".A copy of the affidavit that has been officia y stamped or marked by the ci or town may be provided to the applicant as proof that a valid affidavit is on file fo future permits or licenses. A ne affidavit must be filled out each year. Where a home owner or citizen is obtaining license or permit not related fo an usiness or commercial venture (i.e. a dog license or permit to bum leaves etc.)s d person is NOT required to complete affidavit The Office of Investigations would like to.th you in advance for your cooperation and sh uld you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax umber: The ommonwealth of Massachusetts , Dep. ent of Industrial Accidents Office of Investigations 600 Washington Street Boston, NIA_ 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSA E Fax# 617-72777749 Revised 11-22:06 www.mass.gov/dia ADD CERTIFICATE OF LIABILITY INSURANCE 03/25/2010 PRODUCER (781)447-5531 FAX (781)447-7230 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Mason & Mason Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 458 South Ave. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Whitman, MA 02382 Meaghan Walker INSURERS AFFORDING COVERAGE NAIC# INSURED George Davis, Inc. INSURERA: Travelers Ins. Company 00034 33 North Main St. INSURERB: National Grange Mutual 14788 South Yarmouth, MA 02664 INSURERC: Star Insurance 000204 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY I680790OM226IND10 01/12/2010 01/12/2011 EACH OCCURRENCE $ 1,000,000 nCOMMERCLAL GENERAL LIABILITY DAMAGE TO RENTED $ 300,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 50,000 A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO-JECT LOC AUTOMOBILE LIABILITY M9M28491 10/26/2009 10/26/2010 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) B X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) F1 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ . OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ ' RETENTION $ $ WORKERS COMPENSATION AND WC0452478 03/05/2010 03/05/2011 X WC STATU- XOTH- - TORY LIMITS EEL EMPLOYERS'LIABILITY C ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACHACCIDENT $ SOO,000 OFFICERIMEMBER EXCLUDED? GEORGE DAVIS IS E.L.DISEASE-EA EMPLOYEd$ 500,000 Ryes,describe under SPECIAL PROVISIONS below INCLUDED FOR COVERAGE E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS S perations: Carpentry "'°OFFICE COPY ONLY** CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, George Davis, Inc. * BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 33 North Main Street OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. South Yarmouth, MA 02664-3145 AUTHORIZED REPRESENTATIVE David H. Mason ACORD 25(2001/08) FAX: (508)394-5460 ©ACORD CORPORATION 1988 PDF created with pdfFactory trial version www.pdffactory.com 09/14/2010 14: 13 FAX 617 246 4192 A BCBS CASE MANAGMENT 001/001 6 � Town of Barnstable Regulatory Services: rareexg ' Thomas F.Geiler,Director Muss. Building Division Toro Perry,wilding Comn issioner 200 Main Strad,Hyannis,MA 02601 wzvw.to'wn.barnstable.ma.us Office: 508-862-4038 Fax: .508-790-6231 Property Owner Must Complete and Sign This Section If Using A Builder as owner of the subject property hereby authorize— to ace on my behalf, in all matters rclative to work authoftzed by this building permit application Cor: (Address o ob) Jd Signa of 57mer Date Print Namr_ If Propea Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. r ivl;+ss iCt�usettw - Department 01' I'LlbliC S'ufetN .,+ Board of Buil(Iin= Re.ulxtiuns and Standar(!s Construction Supervisor License License: CS 56130 Restricted to: 00 GEORGE F DAVIS xr r... 33 N MAIN ST S YARMOUTH, MA 02664 Expiration: 3/l/2011 (u�nmissiuncr Tr#: 12220 p� ✓fze Uomtmzor�ulP o� aclit�aeC�4 Office of Consumer Affairs.&Bdsiness Regulation HOME IMPROVEMENT CONTRACTOR Registration:;. 160164 Type: Expiration: Q/2012 Private Corporation GE RGE DAVIS,f,1NC , -GEORGE DAVIS"! 33 NORTH MAIN ST1� F REET_ - SOUTH YARMOUTH MA-02664 Undersecretary it I is �. S•.... -. �....,..,., .. ... .... ...m......: i -:• at-gym ax _ ... - � F .SS a—`tee B9_� Cd .. - MASSACHUSET:TS STATE EXCISE TAX;;_ STABLE C.'DUNTY 'REGISTRY-DF DEE€�S [3nf , 11 2s1'�t1tt9 .� 1� 45nct Ctlg..: 478 Doree 65M Fps Zrt�laI {vnse ,._ E'f.R.M TA LE CUUy,TY, E..."ISE fAX. B.45:t116 T A;LE C.13�IjHT!` R E G t i Fie OF Di EJ;aS }i} 20 'Jig ew. •<5a one �? f , 4,rtz+'' F ; ==° QUITCLAIM-'. .DEED Greg haul, `bf PM.'O Box 1C)55, Gentervil,le, Massachusetts, !' a in consideration of TWO A=RED FIVE THOUSAND °AND 00/100 S ($205,.000;00 Dollars, .grant'z;.. to Jean M Conti. .of 153' Alder S , 1 VF 4 i ` Street, ,WalthainsMasachusetts with quitclaim covenants: The land :,_tYie buildin Barnstable (West.... gsthereon in r E Hyannisport) , Barnstable County,:,Massachusetts boundedFand described: as ,follows ` SOUTHEASTERLY= by+Hyannis Town Road or shown onJplan hereinafter `.. f eet., • referred. to, =63 16 SOUTHWESTERLY,. by aLot„3.1 Block C, on: said plan; 146 02 feet, +' o and 2ERL Lts26 B NORT TTTEST b 7 on saidpllok C an, 110 feet .• 55:95 feet. ' NORTHEASTERLY by .Lot 29 B1'ock C' on said'plan, Theabove described premises are shown as` Lot.:,30 Block C on plan entitled; "Plant of'Lots. at Craigville`.Beach Estates; West. . Hyannisport,a Mass .,,µas, laid out :for Theodore E Clifton`, Scale 1!' .equals. 80-':, Apri- 1946; Bearse;:arid•"'Kell:ogg C 4E , Centerville" which said 'an is: duly filed in the Barnstable p 4.1 County Regist-ry of deeds in Plan Book 76�: Page s { 4 - :. S Also, another parcel of land situated in Craigvlle, Barnstable County, Massachusetts, bounded and described as. follows: Beginnings at a point on-.Hyannis Town. Road: SOUTHWESTERLY . by.--Hyannis Town 'Road, 58.:06 feet,• q F { NORTHWESTERLY by Lot 32, :as. shown on plan hereinafter mentioned, 136.93` feet; NORTHEASTERLY by Lot 44 as: shown on said-.plan, 58.73 feet; and T SOUTHEASTERLY by Lot 3,0 ash shown on said plan 146 02"feet to R._ the point of .,beginning, The above described premises are: shown as Lot 31-Block •C_ on. ,a plan entitled "`Plan of Lots. at Craigville Beach estates, .West Hyannisport, Massachusetts in Plan Book: 76, .Page L. Being the same premises conveyed in a deed dated=November 15, i 2002. and recorded-in Book 15921 Page 231, The. property address is 449 Old Craigville Beach .Road Centerville, MA., f L' THE REST OF ;THIS PAGE IS LEFT BLANK INTENTIONALLY_: i It _ d i Executed as_. a sealed ins.trument. this'j day of' November 2009. Greg.; ail COMMONTnIFAITH OF MASSACHUSETTS t Barnstable, :ss: November , 2009 ' Before.me, . tho undersigned not..;, public, personally appeared Greg A4ho proved to me, through satisfactory evidence, of identification, namely /fI/�- r_, r'CP -e-- to be the person whose .name is' signe:d>on the p`receding or attached document. and acknowledged to me that-he .s gned it voluntarily for its stated purpose: ., VkiI`NA E O'NElL Nota Public• F � ' k NOTARY PUBLIC ' ° r y, �"l-t,,y111ilfff/f - COMMONWEALTH U MASSACHUSE My., mm s s on expires.; r w' 0MYCOMMISSION EXPIRES 1IA0014 ��'�s•i / '�� ': ,gyp '�-��-.j�.. l A b/lltmilllV` v 3 STABL,REGISTRY '01` DEEDS y. s.e• .w.w+........ .. ... . .....�'�..ce,w:.,'tia ....:1-< e..... , .N cr.,u�=. .. ,., .,.s:.,.waw. n._.,.. .. a,.s _,.,•.,u,�54.:........,.».•,:F..�..-......,...w...,..t..._.,..;«.Yaem€,k�` ..,.s..r'4+::? ®Boisecdscade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALC®3.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Thursday, September 16, 2010 Build 440 'File Name: G Davis Conti Job Name: Jean Conti ; Description:ATTIC Address: 449 Old Stage Road Specifier: Joe Madera City, State,Zip:Centerville, MA Designer: Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: 16-00-00 BO,3-1/2" B1,3-1/2" LL 2,240 Ibs LL 2,240 Ibs DL 1,214lbs DL 1,214lbs Total Horizontal Product Length=16-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90%, 1156% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 16-00-00 20 - 10 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,034 ft-Ibs 61.3% 100% , 1 1 - Internal Completeness and accuracy of input must End Shear 2,901 Ibs 36.7% 100% 1 1 - Left be verified by anyone who would rely on Total Load Deft U321 (0.58") 74.7% 1 1 output as evidence of suitability for Live Load Defl. U496(0.376") 72.6%' 1 1 particular application.Output here based Max Defl. 0.58" 58.0% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,454 Ibs n/a 37.6% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3,454 Ibs n/a 37.6% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER@,AJS- Notes ALLJOIST@,BC RIM BOARDTM,BCI@, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U360) Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets arbitrary(1") Maximum load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Connection Diagram trademarks of Boise Cascade,L.L.C. • Li b�— d—►� a II ' l c - 3 1 a minimum=2" c=7-7/8" - b minimum =3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 ®BoiseCdscade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\FB03 BC CALCO 3.0 Design Report- US 1 span No cantilevers 0/12 slope Thursday, September 16,2010 Build 440 File Name: G Davis Conti Job Name: Jean Conti Description: MASTER BED ROOM Address: 449 Old Stage Road Specifier: Joe Madera City, State,Zip:Centerville, MA Designer:- Customer: George Davis Company: Shepley Wood Products Code reports: ESR-1040 Misc: I ! I I I I I I I 1 i I ? I I l i T i l l i I i I l-44 i a o0 00 BO,3-1/2" Bi,3-1/2" LL 1,960 Ibs LL 1,960 Ibs DL 2,083 Ibs DL 2,083 Ibs RLL 2,940 Ibs RILL 2,940 Ibs Total Horizontal Product Length=14-00-00 Live Dead 'Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 14-00-00 40 10 07-00-00 2 Unf. Area(psf) L 00-00-00 14-00-00 - 15.1 30, 14-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 22,866 ft-Ibs 57.3% 125% 4 1 - Internal Completeness and accuracy of input must End Shear 5,705 Ibs 38.5% A 25% 4 1 - Left be verified by anyone who would rely on Total Load Defl. U315(0.515") 76.1% 4 1 output as evidence of suitability for Live Load Defl. U450(0.361") 80.1% 4 1 particular application.Output here based Max Defl. 0.515" 51.5% a 4` 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood n products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6,983 Ibs n/a 76.0% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 6,983 Ibs n/a 76.0% Unspecified (800)232 0788 before installation. BC CALC@,BC FRAMER@,AJSTM^ Cautions ALLJOIST@,BC RIM BOARDTM,BCI@, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM^ SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. .. Connection Diagram Lb d--_. a I i • • • 0 0 �� c ` i • �—• e ° O O a minimum=2" c=6-7/8" b minimum=3" d = 12" e minimum =3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 os, MAP 247 PM 37 14,592f SF OR 0.33 AC - .ems, EXISTING FOUNDATION TOP FNDN. ELEV. = 32.7' O0 _ DCE #09-297 FOUNDATION PLOT PLAN a PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT,FOR ANY OTHER USE LOCATION : ' 449 OLD CRAIGVILLE ROAD W. HYANNISPORT, MA SCALE 1" = 30' � '" '' DATE DECEMBER 16, 2010' PREPARED FOR: REFERENCE ASSESSOR'S MAP 247 PARCEL 37 j REF: LOTS 30&31 BLOCK C PB 76 PG 1 . -e JEAN `CONTI I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE ��+oF�;gss '� GROUND AS SHOWN HEREON.HEREON. ��� DANIEL' oyG� o A aR 508-30-UI - - OJALA m 0 o.40980 down cape engineering, inc. (� CIVIL ENGINEERS _�— V LAND SURVEYORS 939 Moln Street — YARMOUTHPORT, MASS. DATE REG. (AN D SURV OR EY 06/02/2011 08:00 5083945460 GEORGEDAVISINC PAGE 01/01 Ejiergy Certificate [449-01d raiC gville Road Centerville, MA The following components are present in.this home as of June 1, 2011 1. Insulation a. Floors—R-10 b. Walls---R21 c. Ceilings, Flat—R38 d. Ceilings, Slope--R30 2. Glazing a. Skyliglit—SHGC 0.40 b. Windows - SHGC 0.29 c. Door- SHGC 0.30 3. Heating a.. AFUE—95% Information Provided by: June 1, 201.1. coreDav7is, President George Davis, In.c. �1 s q 0- 16 ConstructionPlans for: Jean Conti 449 Old Craigville Road Centerville, MA September 15, 2010 co 12'-10" 16-11 3/4'. 11'-9 3/4" '-4 1/2' ' TW 2446-3 2868 CN 235 TW 2442 Page 1 of 5 ,r 4. x n r-11 , LO \ I`- 1 Bedroom `V Kitchen N . Dining - - - - - i 'Vault' this room - - ( i Drop Stair SMOKE DETECTORS REVIEWED. p [:_ 2866 - B N LDI D�{ BUI DEPT. ATE m CV NT OAT ( — — — FIRE DEPARTME k N Q _ N BOTH SIGNATURES ARE REQUIRED FOR PERMITTING co Co N 2 o — — — — — k` 3I - c° co m — N N 0 2866 DN 5 Beam Above .. -: .: 10'- /4" A 43 Cross Cross A B ` Living Room '' : Master Bedroom r Bedroom N � 4 r- __ - _, o o Ni:, 605312 3068 TW 2442-2R TW 2442-2 (V r a s .. « m 7 % ; 7 7 - . DESIGN+BUILD+RENOVATE TW14 2 2 12'-6 1/2" i' " 11 9 3/4 33 North Main Street 2'-4 1/2" South Yarmouth, MA 02664 44' (508) 394-0832 FLOOR PLAIN 1/411 = 1'-011 WWW,GeorgeDavisinc-com s Construction Plans for: Jean Conti 8' 8' 449 Old Craigville Road Centerville, MA September 15, 2010 10 20'-3" ------ - -------------------=-------------- ----------------------------- -------- 2 of -- ---- -- _ Page 5 1 ------ -------- - ------------ ------ ---------- -- ------M 110 ---- B - !- - I • . I Per WFCM 110 MPH Exposure B I I Width - 30' L-. - ------ I I I I Length - 44, I 1 LO Aspect. Ratio (Vw) = 1 .47 i i LO � I I 0o Bolt Spacing: I N � Max. 59" o.c. �---- - --- of Plate I I 6 - 12 from Corners or EndI I I I I Bolts Embedded minimum 7 . I 7'-2 3/8" - -6'-6 1/ " I 4 I I � I I ap I - I .. 8'-0 3/ " • 8'-0 /4" 6 _9l 7'-5" O IL ao I - I M I �` I I O I I , co . I LO Cross Cross 1 + A B N ZY) O LO ti 11 --- — -- ------ --------- ------ -------' Ia Ir-------------- ------- I _ . .: I , -17 -- -------------------------------------- -- I --_-� r---- - r— L------ --� I N I I I - -- - - --- I I I- —Dro 16" I I I I I p DESIGN+BUILD+RENOVATE —————— I I I I 14' 30' 33 North Main Street 44' South Yarmouth, MA 02664 (508) 394-0832 "• FOUNDATION PLAN 1/4 II _ 1 I- II www.GeorgeDavislnc.com f r Construction Pans for: Jean Conti 449 Old Craigville Road Centerville, MA September 15, 2010 Page 3 of 5 -------- ------- ---- ------------- /I Shear Panels `� ,' % i Per WCFM 110 Windload Guide. FLU Perimeter Nails.= 8d @ W o.c. I \ / \ o — ' 46/o x 44� — 20.24 RegUred X n �� / \ I 21 .25 Provided \ / \ �' y FRONT ELEVATION t i ----- a ------------------ ----- Full Length Shear Panels I I i Per WCFM 110 Windload Guide. Perimeter Nails = 8d @ 12" o.c. v / 46% x 30' = 1 3.8' Requred vy 16.6' Provided h `\ I DESIGN+BUILD RENOVATE \ I 33 North Main Street i \\ i South Yarmouth, MA 02664 r a (508) 394-0832 1/4 = 1911-0 LEFT ELEVATION www.GeorgeDavisinc.com Y, Construction Plans for: Jean Conti 449 Old Craigville Road Centerville, MA September 15, 2010 t , Page 4of5 d ------ ----------- ----------- I\ Full Length Shear Panels Per WCFM 110 Windload Guide. \/ V y Perimeter Nails = 8d @ 12" o..c. //\\ i'' \`� I LM 1 46% x 44' = 20.24' Requred LN/ \ I 26.7 Provided REAR ELEVATION f ------- ----------------------4�----�� ------- �_ 77 I \ / Ls Full Length Shear Panels Per WCFM 110 Windload Guide. Perimeter Nails = 8d @ 12" o.c. ' // \\ ; I I // DESIGN+BUILD+RENOVATE 46% x 30' = 13.8' Requred // \\ i i I I // \\ \\ 21 .8' Provided \ \ 33 North Main Street South Yarmouth, MA 02664 -- (508) 394-0832 RIGHT ELEVATION 1/411 = 1'-0" www.GeorgeDavisInc.com Construction Plans for: Jean Conti 449 Old Craigville Road Centerville, MA September 15, 2010 Page 5'of 5 12 8 (� 1UUMUM 5 i 2 - 1 3/4" x 11 7/8" LVL 13'-1` 1/2" 3 - 1 3/4" x 11 7/8" LVL See Report 80 See Report { _ 00 7: r\4— 2 x 10 - max. span • "3 2x10 max. span = 6'-6 f Cross B Cross A F r Foundation Wall Construction „ Roof/Ceiling Construction Bituminous Damproofing W.C. Shingles 5 1/2 Exposure Ashphalt shingles on 15# Felt 8" x 7'9" Concrete Wall - 3,500# p.s.i. Tyvek HouseWrap 1/2 CDX Sheathing 16" x 8" Continuous Keyed Footing 1/2" CDX Sheathing 5/8" Galvanaized Anchor bolts w/ 3" x 3"plates 2 x 6 Studs @ 16" o.c. Ridge & Soffit Venting ' 5 1/2" R-21 Fiberglass Batt Insulation Prop-A-Vent Baffle at slopesv 2 x 10 Ridge board 1/2 Blueboard w/Veneer Plaster 5 Floor Construction �� 2 x 8 Rafters @ 16 o.c: 3/4" T&G Sub-floor glued & nailed 2 x 10 Floor Joists - 16" o.c. i 2 x 6 Collar ties below ridge Dbl. Joists at Stair Opening 2 x 8 Ceiling foists @�16 o.c. 1 x 3 Stra I n 16 O.C. DESIGN f BUII D+RENOVATE Solid Block 48" o.c. @ End Floor Joist Bays !` pp g @ Dbl. or Ladder Block Under Parallel Walls � H2�5 Clips at slope/wall intersection Fire Blocking over Beams � 'I 10 R-38 Fiberglass Insulation 33 North .Main Street Pad rafters where necessary to fit insulation. South Yarmouth, MA 02664 Lateral Blocking at Mid-Spans �, 508 394-0832 2 x 6 p.t. mud sill � 1/2 Blueboard w/Veneer Plaster � � 1/411 = 1'-011 Sill Seal www.GeorgeDavisinc.com � P5 I I in a AliMqp ?4� 5 SOUND yFw.Ro Ap ' U N(E.L' .� t , ,; L3fia,fi3EEt A OJA7 27.7Q ?�Mqp 24 1 . GJALA. { 3✓IC. v, ; o NO SEW Nc� 40980 h� O� U f Sp p o� Locu Oft � 30.51 O 31 2$ th �^ NVAP 247. PCL 37 i �'"` I 'ile Be ld � h DATE DANIEL A. OJALA; R.E., P.L.PLS: `y 14,592f SFj OR 0.33 AC 0 l >• - ��' j l j CONTINUE USE OF + GONG: 31 �, 16 / EXISTING THREE J PAD 3 BEDROOM .SEPTIC 26:73 (� x 2E Q�! SYSTEM S t 33:2a o o 32:38 z PROPOSED SEPTIC PIPE I SLOPE ® 2% `O 3 o x 32.0 ('k INVERT.29.0f0 TANK EXISTING .26f 8 C S x 31 87 [ (W.F.) LPt SHAIP _. N . 26. ZONING SUMMARY LOCUS MAP 204 2 TT i= .�� SCALE 'I 2000'f '� fi , ,�2`1` 9i'O ZONING DISTRICT: RB dQ G� 4� ASSESSORS MAP 247 PARCEL 37 �c 31.Q$, 'yy � I,s y'. s ! .R� .- i X 28.i3 MIN. LOT SIZE 43,560.S:F. LOT AREA: 14 592f SF I It. $� ' �'; d' MIN. LOT FRONTAGE 20' LOCUS IS WITHIN FEMA FLOOD ZONE C ° s �<; ?e �o MIN. LOT WIDTH 1 Oa' DATUM: APPROX. NGVD xz :4o I ! ,� f ap, �I�' MIN. FRONT SETBACK 20 L ., _ MIN. SIDE .SETBACK 10, REFERENCES a 9.0 �0 PROPOSED BENCHMARK: 31.67 MIN. REAR SETBACK 10' /r r ' THRDWEWNGOM .' W.—� W. s a.t 67 SITE IS LOCATEDWITHIN; AP DISTRICT DEED BOOK 15921 PAGE 231 i �iG { j � •y� W �. SITE 1S: NOT WITHIN RPOD PLAN BOOK 76 PAGE 1 449 OLD CRAIGM E R0A0 SEPTIC SYSTEM AS-BUILT PER . 111 3i.3 I p T.O:F.=32..6 / '- SITE IS NOT LOCATED WITHIN INSPECTION REPORT NHESP JURISDICTION I x , 30:77 \ / { .32. — t 240 91 H CONTAINS L4a. PRO OSED HOUSE�CONF CONFORMS TO CURRENT ZONING SETBACKS. 000 SF 1. s0:37 k :.�:40 ;. b.1. PROPOSED LOT COVERAGE BY BUILDINGS AND STRUCTURES,IS 10.1% {<20� =OK):, b.2 PROPOSED FLOOR AREA RATIO IS 0.178 (<0.30 IS OK): \ \ p '�•'� 93 ! b.3: PROPOSED HOUSE DOES NOT EXCEED 30' AND IS ONE STORY (OK). 30- 29.85 Iv PROPOSED DWELLING �' 29.21 2s.2s J yr NOTE: SITE PLAN j�4-38 29.05 /�� S CONTRACTOR SHALL BE OF �;--. \ \ (� � . �� . '• RESPONSIBLE FOR, CALLING - DIGSAFE (1-8sa-344-7233) 449 OLD CRAIGVILLE. RD's \ 28.68 AND VERIFYING THE LOCATION OF ALL UNDERGROUND & I o'7Q OVERHEAD UTILITIES.PRIOR TO W. I Off HYANNMPORT 508-362-4541 fax So6_362-96ao 000MMENCEMENT OF 'WORK. PREPARED FORi��`N0 I downoope.com 6 23.19 down cops eadinearing ior. 8.14 ' ScIe:1�= 20' GEORGE DAVIS BLDRS. civil engineers � land surveyors 939 Mb/n.Street ( Rte 6A) YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET SEPTEMBER 27, 2010 09-297