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0392 PRINCE HINCKLEY ROAD
,� � �¢ r ., � .. �--- �' 1 I tK4vL11 td -7—l7 7 Town of Barnstable4 .. 200 Main Street, Hyartrus IuIA 02601 508-862-4038 Application for Building Permit Application/No: TB-17-2089 Date Recieved: 7/5/2017 C I Job Locat n: 392 PRINCE HIN EY ROAD,CENTERVILLE O Permit For: Building-Deck ( + 'J1 on- Contracto�Naine%'�KEVIN M BLUTE State Lic. No:. CS=053147 Address: HARWICH, MA 02645 Applicant Phone: (508)430-2128 (Home)Owner's Name: LOONEY,MARY T TR. Phone: (508)428-5633 (Home)Owner's Address: 392 PRINCE HINCKLEY RD, CENTERVILLE,MA 02632 Work Description: Build a new deck off of the rear of the house 14 x 16 PT wood frame with composite decking,poured concrete footings Total Value Of Work To Be Performed: '$7,800.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by fling a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have- been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to-violate the , Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Kevin Blute 7/5/2017 (508)430-2128 Applicant . Date Telephone No., Estimated Construction Costs/Permit Fees Total Project Cost: $7,800.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $110.00 7/5/2017 $110.00 XXXX-XXXX-XXXX- Credit Card ..... ........3567 Total Permit Fee Paid: $110.00 ° r• -_ F.L35�% d � - A'f�, k, "$.� m "R' �f+"Y.'$ ,L� D*�s wF�r.,v Town .of Barnstable � . wuvs-ree Post This Card,So That it is Visible From the Street-ApprovedtP.Ians Must be,Retained,on Job and this Card�Must.beXept " a6;9. �� Posted,Until FinaIjInspection Has Been,Made. ch - ° Where a,Certificate of Occupancy,is Required;su �Building:shall,Not:be Occupied until,a,Final Inspection;has•been made. "`. . Permn-, Permit No. B Applicant Iicant Name: SCHOOLHOUSE CONSTRUCTION;INC. = :- Pp Approvals ' Date Issued: 03/22/2017. Current Use Structure , Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/22/2017 Foundation: • Location: 392 PRINCE HINCKLEY ROAD,CENT ERVILLE MMap/Cot 1171-177 Zoning District: RC Sheathing: ` ..Owner on Record: LOONEY;MARY T TR Contractor Name: KEVIN M BLUTE Framing : 1 Address:: 392 PRINCE:HINCKLEY'RD. ! Contractor License.CS-053147 :r_. Z, CENTERVILLE, MA .02632 `- Est. Project 125,000. Chimney: Cost• $. 00 Description. first floor addition-expanded study and new bath. basement Permit Fee: $687.50 t d , Insulation`.:• :. remodel partial for.game room. adding smoke detectors f Fee P ! 5 687.50 a i �' ' Project Review Req: first floor addition -expanded`stud and new bath;.basement , Final: Date: .3/22/2017 _ remodel'partial for game room. adding smoke detectors Plumbing/Gas a Rough Plumbing: BuildingOfficial Final Plumbing. This.permit shall be,deerried abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of an buildin and structures shall be in compliance with the local zoning by-laws and codes. = g. Y g Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for Public inspection for the entire duration of the work until the completion:of the same. f i. V y t - �. . Electrical , The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:. �.. 1.Foundation or Footing Rough 2.Sheathing Inspection , �. —-- �� __.. -• - 3.All Fireplaces must be_inspected at the throat level before firest flue lining is installed Final 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection " S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).' Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT ISSUED RECIPIENT J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 13U[L _pT Application # S Health Division Date Issued -ZZ-r 7 � d Conservation Division `wPl ~ MAR e'i 2017 Application Fee Planning Dept. TOWN OF p4pNS-fASLF Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ! c� e Ge Rp Village C e- r)k&I Owner arq Lnoncu Address 3 92 C,e Li Telephone � 414 T G2 k7 6EIL4 Permit Request A- I 9b1 10 E'L. L. Square feet: 1 s floor: existing MO proposed 0 2nd floor: existing Qproposed —" Total new 49240 Zoning District C Flood Plain Groundwater Overlay Project Valuation t l 2Y K Construction Type Lot Size 151 o®o ( R Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l( Two Family ❑ Multi-Family (# units) Age of Existing Structure 33 4 ts. Historic House: ❑Yes UrNo On Old King's Highway: ❑Yes Q No Basement Type: L2(Full ❑ Crawl 010 ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 10,50 Number of Baths: Full: existing 2- new �_ Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new ' 0 First Floor Room Count Heat Type and Fuel: Lf Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes N64o Fireplaces: Existing V New Existing wood/coal stove: ❑Yes R(No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: dexisting ❑ new size _Shed: Zxisting ❑ new size — Other: - Zoning Board of Appeals Authorization ❑ Appeal # pp Recorded ❑ Commercial ❑Yes 5dNo If yes, site plan review# IVIA Current Use le-c" 4A:ntA J Proposed Use APPLICANT INFORMATION (T_� BUILDER OR HOMEOWNER) Nam& TSe Lf4A6_ l 6 K't- p Tele hone Number iqly) ItA t Address C57 053147 License # Home Improvement Cotracto ' q4 kr W 64 5. Email _ KM b I L4 C-0 M chsf v fl et Worker's Compensation # AwC q ay al0,�o` 946dolm ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ' A R S f E 2. - 1 k AS 14 REM a-�IA & b-0,41 Pr/� �,k;� • SIGNATURE � DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED s MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ', i�? .5 y's FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I - �' 11-1 �- � � �O � y INSULATION CO. May 26, 2017 Job Location: Schoolhouse Construction, Inc Looney P O Box 1364 392 Prince Hinckley Rd Harwich, MA 02645 Centerville. Insulation installed to specifications below: ...............................................................................................:...........................................................................................:...................................................... ................................................................................................................................................................................................................................................... . ..............:........................................................................................ .............f ..:rY:::::::::::::::: y1?e:::::::::::::!���t�...r.. ::::::::::::::::::::::::::::::::::: Ceilings R-38-12" Owens Corning Kraft Faced 4'Accuvents @ eaves Ceilings @ eaves R-38/5.5" Gaco One Pass Closed Cell Spray Foam Insulation Exterior Walls (2x4) R-21/3" Gaco One Pass Closed Cell Spray Foam Insulation Interior Walls R-13 3-1/2" Owens Corning Unfaced Basement Ceiling R-19 6-1/4" Owens Corning Unfaced finished area only Crawlspace R-30 9-112" Owens Corning Kraft Faced w/support wires Foundation Walls R-21 5-112" Owens Corning Unfaced w/polyfilm ...........................................................................................................................................................................:...................................................................... ................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................................. ........................................................................................................................ ..............................................................................:........................................... For foam specifications see attached documents. I hereby certify the insulation oducts have been installed in accordance to the specifications stated abov . Timothy Trott Summit Insulation Co., Inc. P.O. Box 1337 Harwich, MA 02645 (508)430-8144 bduu Western SINCE 1955 Product Data Sheet: GacoOnePass F185OR September 2015 Supersedes 6/15 GacoOnePass F185OR CLOSED CELL SPRAY FOAM INSULATION DESCRIPTION GacoOnePass F1850R is a two component HFC-blown (zero ozone-depleting) liquid spray system that cures to a medium-density rigid cellular polyurethane insulation material. GacoOnePass F1850R contains polyols derived from naturally renewable oils, post-consumer recycled plastics, and pre-consumer recycled materials. GacoOnePass F1850R is a Class A(Class 1)fire rated foam that meets or exceeds the requirements of ICC-ES AC377 Acceptance Criteria for Foam Plastic Insulation. See Intertek Code Compliance Research Report CCRR-1043 for code compliant application information. GacoOnePass F1850R is a Type II foam in accordance with ASTM C1029. GacoOnePass F1850R is designed to be installed in up to four(4) inch passes when insulation instructions are followed. This closed cell foam is designed to provide: excellent thermal performance; air impermeable insulation; and, an integral part of an air barrier assembly. RECOMMENDED USES GacoOnePass F1850R will provide excellent performance in a wide range of residential, commercial and industrial applications where in service temperatures are between-40°F and 200°F. Walls Attics Concrete Slabs Cold Storage Storage Tanks Ceilings Crawlspaces Residential Ducts Freezers. Other Industrial Applications Floors Foundations Plenums Piping PHYSICAL PROPERTIES The following physical property tests were conducted by independent certified laboratories with traceable samples in accordance ICC-ES AC377 and ASTM C1029 for Type II foam. PROPERTY* ASTM VALUE UNIT 77 TEST Core Density D1622 2.1 t 10% Ibs/ft Aged R-Value** C518 R 6.5 at 1" *** h•ft •°F/Btu C518 R 25 at 3.5"*** h•ft .*F/Btu Compressive Strength Parallel to Rise): D1621 28.5 psi Tensile Strength D1623 39.7 psi Water Vapor Permeance E96 0.44 perm-in Method A Dimensional Stability At 158°F and 97% RH 'D2126 L=4.2%,W=5.1%, T=1.2% % linear change At 158°F and ambient RH L=-0.8%, W=-1.1%, T=-1.5% % linear change At-20°F and ambient RH L=0.1%, W=-0.1%, T=0.2% % linear change 0 -en Cell Content D2856 4.4 % Air Permeance @ 75Pa Infiltration/Exfiltration E2178 0.00 at 1" L/s.M Fungi Resistance C1338 Pass no growth Hot Surface Performance C411 Pass *These items are provided for general information. **Federal Trade Commission regulations published in the Federal Register 16 CFR Part 460 require that R value testing of polyurethane foam insulation must be conducted on aged samples at a 75°F mean test temperature.Failure to comply can result in substantial fines by the FTC. ***To determine R values for thickness not listed: a. between 1 inch and 3.5 inch can be determined through linear interpolation;or, b. greater than 3.5 inches can be calculated based on R 7.2/inch Made in the USA • gaco.com • 877.699.4226 r: GacoOnePass F1850R `Page 2 SURFACE BURNING CHARACTERISTICS GacoOnePass F1850R meets Class A(Class 1) requirements when tested in accordance with ASTM E84 (UL 723) as defined in NFPA 101 and Section 803 of,the International Building Code(2009, 2012, 2015). SYSTEM THICKNESS FLAME SPREAD INDEX SMOKE DEVELOPED INDEX GacoOnePass F1850R 4" 10.2 cm 5 350 LARGE SCALE FIRE TESTING TEST PERFORMANCE LOCATION FOAM THICKNESS/COATING AC377 Ignition Barrier Vertical surfaces Up to 8.0" (20.3 cm)/No Coating Required Horizontal or sloped surfaces Up to 10.0" (25.4 cm)/No Coating Required Vertical surfaces Up to 7.5" (19.1 cm)/DC315- 18 mil wet NFPA 286 Thermal Barrier Horizontal or sloped surfaces Up to 9.5" (24.1 cm)/DC315- 18 mil wet GacoOnePass F1850 meets or exceeds the IBC requirements for exterior walls in type I, II, III, IV and V construction. This includes NFPA 285 and NFPA 259 testing with Intertek Listings(GWL/FIP 30-02, GWL/FIP 30-01). VAPOR RETARDER GacoOnePass F1850R meets the requirement of one perm or less for a Class II vapor retarder per the International Code Council and ASHRAE when installed at 0.44 inches in depth. However, minimum installed thickness recommended by- Gaco Western is 0.75 inches.Water vapor permeability at various thicknesses is provided below: Thickness WVP 0.44" 1.00 perms 1.01, 0.44 perms 2" 0.22 perms 3" 0.15 perms 4" 0.11 perms AIR BARRIER PERFORMANCE GacoOnePass F1850R is an air impermeable insulation and an air barrier material based on testing in accordance with ASTM E2178 at one inch depth or more. LEED INFORMATION GacoOnePass F1850R has a minimum of 9.7% recycled content based on weight, including 1.8% pre-consumer material and 7.9% post-consumer material. It contains 8.5% rapidly renewable content. GacoOnePass F1850R raw materials are blended in Waukesha,WI.Actual polyurethane foam end product production is done on-site by the applicator. TYPICAL LIQUID CHEMICAL PROPERTIES "A" Component contains polymeric isocyanate. "B" Component contains polyol, catalysts, fire retardants, surfactants and blowing agents. PROPERTY TEST ASTM TEST VALUE UNIT TEMPERATURE Viscosity—"A"Component: - 77°F (25°C) D2196 200 t 50 cps Viscosity—"B"Component: 796 t 50 cps Specific Gravity—"A"Component: 77°F (25°C) D1638 1.22 S.G. Specific Gravity—"B" Component: 1.19 S.G. Weight/Gallon—"A" Component: 77°F (25°C) 10.2 Ibs/gal . Weight/Gallon—"B"Component: 9.94 Ibs/ al Mixing Ratio—"A" &"B"Component 1:1 By volume ± Stability When Stored at 50°F to 70°F A Component—12 Months 10°C to 21°C B Component— 4 Months Made in the USA • gaco.com • 877.699.4226 GacoOnePass F1850R 'Page 3 APPLICATION To ensure optimum performance, a minimum pass thickness of 3/4" (1.9 cm) is recommended with the maximum not to exceed 4" (10.2 cm) per pass. To obtain optimum results substrate temperature should be within the ranges as stated below.All substrates must be dry at the time of application. Do not apply to wood surfaces with a moisture content of above 18%. Material Substrate Temperature GacoOnePass F1850R 30°F to 120°F -1.1°C to 48.9°C EQUIPMENT SETTINGS VALUE Pre-Heat: lso A 105°F to 135°F 41°C to 58°C Pre-Heat: Poly B 105°F to 135°F 41°C to 58°C Hose Heat 1050F to 1350E 41°C to WC Recommended Spray Pressure 1,200 to 1,400 psi (dynamic) PRODUCT CHARACTERISTICS VALUE Cream Time 0.5- 1.5 sec Rise Time 3-6 sec Tack Free Time 4- 8 sec Cure Time 24 hours The information herein is believed to be reliable but unknown risks may be present.ALL WARRANTIES OF ANY KIND,EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND THAT GOODS ARE OF MERCHANTABLE QUALITY,ARE SPECIFICALLY DISCLAIMED.See Gaco Western for information concerning its limited warranty and its availability. For specific Safety and Health information please refer to Safety Data Sheet. a Made in the USA • gaco.com • 877.699.4226 ^ A'WC Guide to Wood Construction in High Wand Areas. 110 m h Wind Zone Massachusetts Checklist for C® pllauce(780 CMR 5301.2.1.1)' Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B — 1.2 APPLICABILITY ti Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) t' stones 5 2 stories ``Roof Pitch ............................. ...... .......................................(Fig 2) ........................................... -7 <_ 12:12 f MeanRoof Height ..............................................................(Fig 2).................................................1/ ft <_33' f ........................ Building Width,W....................................... (Fig 3)................................................ ft 580, s� BuildingLength, L ..............................................................(Fig 3)................................................. ft 5 80' Building Aspect Ratio(LAIV) ...............................................(Fig 4).................................................Z fI-n:5 3:1 _ Nominal Height of Tallest Opening ...................................(Fig 4)................................................ ' `'<_6'8" —sl 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ —� 2.1 FOUNDATION - Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ./� ConcreteMasonry................................................................... ................................................................. 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concre&'only Bolt Spacing—general ...... ........................ ........(Table 4)....................................... ...... �� in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in.5 6"—12" _�✓' Bolt Embedment—concrete........................................(Fig 5)..................................................�in.z 7" ✓' Bolt Embedment—masonry.........................................(Fig 5 " PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension........................... .. ....(Fig 6)................. ' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...................................,.... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7).................................................... Oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................eft 5 d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................ . Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... /�� Floor Sheathing Fastening....:.............................................(Table 2)..._Zd nails at 6 in edge/min field �l 4.1 WALLS Wall Height e Loadbearing walls........................................................(Fig 10 and Table 5)........................... '9 ft <_ 10' ✓' Non-Loadbearing walls................................................(Fig 10 and Table 5). .................. aft 5 20' Wall Stud Spacing �—�..............................................:.........(Fig 10 and Table 5)...................�In.5 24"o.c. ✓' WallStory Offsets ........................................................(Figs 7&8)........................................... Oft 5 d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x f' - ft Non-Loadbearing walls................................................(Table 5)..............................2x G- ft I in. Gable End Wall Bracing Full Height Endwall Studs..........:.................................(Fig 10).......................... ........................................ WSP Attic Floor Length...............................................(Fig 11).............................................. O ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ......... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... Splice Connection(no.of 16d common nails)............. able 6 A*C Guide t® Wood Construction in High Wined Areas:110 mph Wind Zone Massachusetts Chec ist for C®m Hance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 7) ....................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. Z.ft r. in.511, SillPlate Spans ........................................................(Table 9).................................. ft ; 5 in. 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) Header Spans.............................................................(Table 9).................................. Z ft(in.512, _j�- SillPlate Spans...........................................................(Table 9)..................................eft a in.<-12" ✓' Full Height Studs(no.of studs)................................... (Table 9)......................................................_ 7- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................................................................tab y5 6'8" Sheathing Type.............................................(note 4)..................................................... —� Edge Nail Spacing.........................................(T ) )........................�in. Field Nail Spacing.........................................(Table 10 or note 4..less in. Shear Connection(no.of 16d common nails)(Table 10).................................................... ............................ Percent Full-Height Sheathing.......................(Table 10)..................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................,.... 1� Maximum Building Dimension, L Nominal Height of Tallest Opening2....................................................................... 6'8" ./ SheathingType.............................................(note 4)............................ /.......................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................. 47 in. Shear Connection(no.of 16d common nails)(Table 11)................................:....................9 ... Percent Full-Height Sheathing.......................(Table 11)......... ......................................... /o Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............_......... Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool see BBRS Website p ) --Zl Roof Overhang ...................................................(Figure 19)............. ..4-ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................Uq��plf 1� Lateral.............................................(Table 12).............................................L=L2!k plf Shear..............................................(Table 12).............................................S= 7'7 If p ./' Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= Z�Zplf Gable Rake Outlooker.........................................(Figure 20)..............CL ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.....................p ...........................(Table 14)............................................U= _7Ib. r/ Lateral(no.of 16d common nails)...(Table 14).......................................L=_Zj�lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ail 59) ............ ,i- Roof Sheathing Thickness.................... m a 7/16"WSFh c/ Roof Sheathing Fastening...................................................(fable 2)......................................................... —� Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Co7vr i gA.r�Dc��;cl�' AWC Guide t® Wood Construction in high Wind Areas. d d®mph Wand Zone Massachusetts ChecIdIst for Compliance(780 CMR 5301.2.1.1)1 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: L 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 -WHEN THE EDGE RESTS ON FRAMING LWSd NAILS ATGI= 11 11 �- 1! 11 11 11 1 Y Y it 11 11 1 1 11 II 11 Ir I 11 11 1 1 11 11 1 11 11 11 1 11 11 n n N it � it ii,r' 1 II --mom 1i li4 1 li 11 7f t Q !1 it 6 i 1 d I » 11 0o n ,•I � ' z II 11 Ir 1 d II II 11 9L Ir u II � is 11 se 1 . II Q 11 11 11 11 'V I II 11 1 II 14 11 1 1 11 !1 I I !I 11 I y DOIIBLEEflGE ----Till. WAILSPACW0 ti See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide t® Wood Construction in High Wind Areas. 110 mph Wind Zone Massachusetts Checklist for C® pllance(78®CMR 5301.2.1.1)' Q iIUFpGr 1 r dZN 1 1 i � 1 ii i � jkFr ri i i d I I1 � 1 FpAAgINGSMEMBEpS � rl i i l l Y I i i �• 1 1 1 1 r 1 1 1 L 1 - j 1 STAGGERED 3'MNL AWLPATIERN 9 PANEL PAWL EDGE DOME MAIL EDGE SPACING DUAL Detail Vertical and Horizontal Nailing for Panel Attachment r Official Website of The Town/of Barnstable - Property Lookup Page 1 of 3 I Select Language V„ Assessing Division Property Lookup Results - 2016 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< 4erint Friendlv Owner Information - Map/Block/Lot: 171 / 1 77/ - Use Code: 1010 Owner Owner Name as of 1/1/1 5 LOONEY,MARY T TR Map/Block/Lot ir,//S MAPS. 392 PRINCE HINCKLEY RD 171 /1 77/ Property Address CENTERVILLE,MA.02632 392 PRINCE HINCKLEY ROAD Co-Owner Name MARY T LOONEY TRUST Village:Centerville Town Sewer At Address:No GIs Zoning Value:RC Assessed Values 2016 - Map/Block/Lot: 171 / 177/ - Use Code: 1010 2016 Appraised Value 2016 Assessed Value Past Comparisons Building Value: $149,400 $149,400 Year Total Assessed Value Extra Features: . $58,900 $58,900 2015-$301,600 Outbuildings: $1,500 $1,500 2013-S 301,7000�' 201 -$ 00 �d Land Value: S 108,700 $108,700 2011 301.3 -$30100. 2010-$301,100 2009-$327,200 2016 Totals $318,500 $318,500: 2008-$366,900 2007-$365,600 i Residential Exemption Received=$90,000 Tax Information 2016- Map/Block/Lot: 171 / 1 77/ - Use Code: 1010 Taxes r� C.O.M.M.FD Tax(Residential) $506.42 (.0 , Community Preservation Act $63.82 Fiscal Year 20,16� TAX RATES HERE Tax Town Tax(Residential) $2,127.34 A. 2,697.58 �$61es History- Map/Block/L t: 171 77/ - Use Code: 1010` History: I✓� / 1 Owner: Sal a Book/Page: Sale Price: �Y LOONEY,MARY TTR 0 -07-12. 211771217 $1 ^� 3 000 r rt LOONEY,MARYT 1 5-07-15 4629/264 $15000 y6 ) V SMALL,ALAN & 0 T 0-23 - 2806/68 $0 e jo ..�-- Photos 7 1 77 - ode: 1010 http://www.townofbamstable.us/Assessing/propertydisplayscreenl 6.asp?ap=0&searchparc... 1/15/2016 f Official Website of The Town of Barnstable - Property Lookup Page 2 of 3 Sketches- Map/Block/Lot: 171 / 1 77/ - Use Code: 1010 � P$F.11,4,� 14 D to )r k f * GAR 8 ' r AS Built Card$.CIIckcard#toview{Card #1 I Constructions Details - Map/Block/Lot: 171 / 1 77/ - Use Code: 1010 Building Details Land Building value $149,400 Bedrooms 3 Bedrooms USE CODE I010 Replacement Cost $182,1 54 Bathrooms 2 Full-0 Half Lot Size(Acres) 0.35 Model Residential Total Rooms 7 Rooms Appraised Value ,$108.700 Style Ranch Heat Fuel Gas Assessed Value $108,700 Grade Average Plus Heat Type Hot Water Year Built 1985 AC Type None Effective depreciation 18 Interior Floors Hardwood Stories 1 Story Interior Walls Drywall Living Area sq/ft 1,742 Exterior Walls Wood Shingle Gross Area sq/ft 4,286 Roof Structure 'Gable/Hip Roof Cover Asph/F GIs/Cmp Outbuildings& Extra Features- Map/Block/Lot: 171 / 1 77/ - Use Code: 1010 Code Description Units/SQft Appraised Value Assessed Value GAR Attached Garage 308 $10,000 $10,000 FPLI Fireplace 1 story 1 S 3,700 S 3,700 a BMT Basement-Unfinished 1742 $34,400 $34,400 FOP Open Porch-roof- 18 $ 1,300 $1,300 r ceiling FEP Enclosed porch 168 $9,500 $9,500 roof,ceiling PAT] Patio-Average 308 $ 1,500 S 1,500 Sketch Legend Property Sketch Legend B2N Bam-any.2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Bam GAR Garage TOS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) 1 CLIP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) http://wwW.townofbarnstable.us/Assessing/propertydisplayscreen l 6.asp?ap=0&searchparc... 1/15/2016 Official Website of The Town of Barnstable - Property Lookup Page 3 of 3 FCP Carport KEN kennel • UTQ .Three Quarters Story (Unfinished) FEP• Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck- PTO Patio k�Print Friendly Contact Director of Assessing i Jjeffrey Rudziak I P 508-862-40226 F508-862-4722 8:30a.m.to 4:30p.m..�M1 M1 Helpful Links to Downloads Abatements SALES LISTINGS Barnstable FD Residential { C.O.M.M FD Residential (- ( Commercial-Industrial- I Mixed Use Cotuit FD Residential ,j Hyannis FD Residential ' Townwide Condominium t W.Barnstable FD Residential i Department of Revenue I 4 Exemptions " Parcel Consolidation Questions about values j Town Tax Rates { Town Land Use Codes relpful Maps All Town Maps Flood Insurance Maps - � Property Maps Owned and Operated by The Town of.Barnstable-Information Technology Home I Departments&Services I Boards&Committees I Residents&Visitors I Doinq Business I Town Calendar I Phone Directory I Employment I Email Town Hall http://www.townofbamstable.us/Assessing/propertydisplayscreen 16.asp?ap=0&searchparc... 1/15/2016 �J. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION;, Map =:77 �. Parcel ` 1'Applicati ��� Health Division j {G�<?� Date Issued Conservation Division l i Application Fee Planning,Dept; Permit Fee: i Vr Date Definitive Plan Approved by Planning Board Historic ' OKH Preservation/Hyannis Project Street Address�q�_ Procc A nc k I i�:U ROC,I GL Village G=a-;-7C ry I� Owner M Q w T. L-0Oln-c\1/ Address-5q l PrI r)CC, `Ri0c k1�Y` 1-9,_& TelephoneV1ki-Vi I)c A } 0 Zoo 3� Permit Request &rnodfI �wClosed �Orc16 �Seree4 ,Dock h 'Y 61f&sop? Square feet: 1 st floor: existing/7y2 proposed 30ff '2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (o 00 Construction Type w®®of Lot Size_ °3,!�_ Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 13 Historic House: ❑Yes &,I l-o- On Old King's Highway: ❑Yes -O-No Basement Type: Gull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Mobas ❑Oil ❑ Electric ❑ Other cz °- Central Air: ❑Yes O o Fireplaces: Existing New Existing wood/co I stov ❑Yes Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ ❑ 2"Zi new size Barn: ting LP new size_ Attached garage: irle"xisting ❑ new size _Shed: ❑ existing ❑ new size — Other: c2i a+� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ to rn Commercial ❑Yes ❑ No If yes, site plan review# Current Use __--- Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Scan T R(syc ro"_ Telephone Number -774— �r' 36 -662-q Address(t25- ebtn Smith RcC(.GL License # CS S.3 2 S_6 Ce-h+cir V1[I-e. M. 02L ,�Z Home Improvement Contractor# 14 a Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C [c_ W0_5 5erv]'c-Cs (Saridwich i M� SIGNATURE DATE �JO x FOR OFFICIAL USE ONLY y APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE -OWNER , { DATE OF INSPECTION: FOUNDATION FRAME f INSULATION x FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 'a GAS: ROUGH FINAL i FINAL BUILDING r DATE CLOSE_ D OUT k ASSOCIATION PLAN NO. INE + ; Town of Barnstable • .exivsrnetE. Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 ` www.town.barnstable.ma.us.. Office: 508-862-4038 - Fax: -508-79076230 Property Owner Must Complete and Sign This Section If Using A Builder I —r Loon—c ,as Owner of the subject property hereby authorize_,�P 1/1 c-T, Rh 7 rn-E-_ to act on my behalf, in all matters relative to work authorized by this building permit application for': 4�-f ncc -Eh m I 0 (Address of Job) r Sigda ; of Owner Date 4"o on-P r-.f Print N QTorms:buildingpermits/express Revised 123107 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES CONSUMER INFORMATION FORM-"SUNROOMS" Massachusetts State Building Code(780 CMR 6101.3.2.2) The Massachusetts State Building Code(780 CMR)includes provisions to ensure that houses and house additions meet energy efficiency standards,This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructinglinstalling a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, 6101.3.2.2), This FORM is not intended to prevent a homeowner from selecting a"sunroom"of any size, configuration, orientation, form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year-round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of"sunroom"structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house.In the selection and constructionf installation of"sunrooms",included below is a non-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constructinghnstalling a"sunroom".It is recommended that consumers carefully review these options with they designer,builder,or contractor,in order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications and reputation of the company or individuals to be hind are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNRQQ o Solar Orientation and Natural Shading o Type of Glazing o Insulating value o Solar beat gain o Frame materials o Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom o Adequate ventilation-Operable windows and fans o Applied Shading Systems o Insulation level in floors,walls,and ceilings o Possible Sunroom isolation from the main house via a wall and/or door or slider o Heating and Cooling Methods:Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code,780 CMR 6101.3.2.2,requires that the actual propeM owner(not the owner's agent or representative)acknowledge receipt of this CoNSC►Ni m NFORMAnoN FORM prior to issuance of a Building Permit for a project that includes"sunroom"additions to an existing residential building. In accordance with this requirement,the undersigned hereby acknowledges that she/he has read the information in this document co in comfort and energy conservation. Signature ctual Building Owner Date RZ 4`4"IrIc f�'r'�c ley �occoC Print Nand Address of Permitted Project - Owner Address(if different than project location Owner's telephone nu Prof ) tuber P -7/131010-41- o� Town of Barnstable *Permit# Fxpires 6 months from issulqate Regulatory Services Fee x Thomas F.Geiler,Director � .� r LU .� Building Division Tom Perry,CBO, Building Commissioner O 200 Main Street,Hyannis,MA 02601 -t®` www.town.barnstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number , /1 -7 -7 Property Address3g2— 'Prt cC HiYIGI,'-f LN %CtCk� (I e, M/1-- O'2�6 3 Z- Residential Value of Work 5`5DU' CM Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Mn r T Ol'1 L/ P ri n C V-0Ce d� Ce-n-Eer V i P, MA- O 2(0 3 2— Contractor's Names f an `�. [� /( r? Telephone Number-7 7L4 93('(C6 2— Home Improvement Contractor License#(if applicable) 1141 9-2- 5 Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ Ym the Homeowner I have Worker's Compensation Insurance Insurance Company Name QrPIN�Aoe, Workman's Comp.Policy# �+ I Copy of Insurance Compliance Certificate must be on file. Permit Reque check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: I . Prop Owne MU s' perty Owner Letter of Permission. Home pr t Cftral cense is required. SIGNATURE: Q:Fomvs:expmtrg Revise071405 srAB>. Town of Barnstable &AM39. Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street,-Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject 1 property i hereby authorize Sean J ROVCr—O to act on my behalf, in all matters relative to work authorized by this building permit application for: 2 'Pr('r)ce - 1 br)ck I 0 2(32 (Address of Job) b� a Signature Owner Date a r 7T7- Print N Q:Forms:"pmtrg Revise071405 o•TM�>�� TOWN OF BARNSTABLE Permit No. ___.__�u�.:u_____.. • Building Inspector Casa • -- ----- OCCUPANCY PERMIT Bond _- ---- h Issued to Alan E. Small Address Lot #302, 392 prince linckley Road Ceataruill=c Wiring Inspector ^ !' 7— Inspection date fi Plumbing Inspectors Inspection date Gas Inspector L �.� � Inspection date: We 19 igC Engineering Department i Inspection date 1 f�w Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ............................1 19......_. / f:........................_... ,. C Building Inspector iV0 G4�2B.4GE G•2/�t/OE.2 OA/LY 40l4/ SE /•OOO G.4G. ° � � I CJO•GO 77,4 So s•�_ _, - _ .. Prop � . o P,T In ToT•4,C OE.s/G�t/ _ �ZS G P o. ° Par_ T 303 T.OT.4L_ h.4/LY�LoW- �3306.Ro. O N Imp +"w� _.. OFOF 14 PETER N� RICHARD o SULLIVAN v A!1 A. No.29733. No.2saas :. Isi At f`c, ' R2-1►J GAF /�''. 5� /°i8 g3 57 o fir 5G` FG• = SG,v� r,. �-- . . °• � � �� :�6aG. /H✓ ' BOX ` /N✓, G.4L,: � Q i' ��`• .. SAu mac U fir 53 t ._ �_ �... ._ �, VTGNE: •� , -.....$'�.Z;. 453•�� - G'E.2T/F/Ey �PGOT PG4N ,$G4LE j�� D.ctTE l/-22-vb5 �LQN Gt3 Q 13. La T 3a� 2r� TN,4T T//.E' �ov�c/D ��v�` Syavc!.v Vi r IViG,414A A)DS 'fyE�Eo ci `GOM�L-Y.S Gs//T.�/; iVYE /.yG. ` `A_-it/D:SET�/-1G` ,e�QU/,2Eiyl�N_r.S o� T_S!�. . - .2.E6isr�,ec=:O.G�r✓o slie�Eyo.�S Toxi�v aF, •:LocarE.o v✓iryi.� T.�/.E .C�c�aooGQiit A.�,Cica,vr- 41,4/j �m�4-L_. f T�' iiYST,2— �_:.: „O;;-Age USEp Ta E.�TZIlG/S.y La>- L./N�S . Assessor's map. and lot number ..........................................� TIC SYSTEM MUST o�TNeto 9NSTALLED IN COMPLIANCIES Sewage Permit number .1.1.. 1.. .... . .:... .�.. �. � WITH TITLE 5 S BA"STADLE, i House number °��...... ...` NVTIRONMENT AL CODE A ! � o a39- l69• 9 G YPYAr. TOWN OF BARNSTABLE.. BUILDING INSPECTOR . 5 :APPLICATION FOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION ...... = .... ............................................ ....................................... ........ .L .......�--�............1913 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit' according to the follow�nformation; Location ..... .. -U'. ...�... ........2.-:......................................................................... ... , ...... ................................... ProposedUse ........................ ..... ..................................................... .,. .............................................................. Zoning District .............. ................Fire District Name of Owner wz&�-et... .. ....................Address ....... ... ............................ Nameof Builder ............. ...................1..L.......................Address .................................................................................... Nameof Architect 2 ........................Address.....—.-.—................................. ....................,..................... ........................................ Numberof Rooms ......../.........................................................Foundation .............................................................................. Exterior ..- ...............................................Roofing Floors .........L?7 "`.............................................................Interior ....��E ..` %r% .................... Heating ... ..41.L ............................ ........Plumbing ..,/ ....... ......................................... Fireplace ... . .. .... .... ... ......... .. ..................................Approximate. Cost ....(/ ,.. ..................................... Definitive Plan Approved by Plan ' g Board --- 1-� 19`S- -. Area 'Z .. ................... Diagram of Lot and Building with Dimensions Fee �l SUBJECT TO APPROVAL OF BOARD OF HEALTH S OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regard' g the above construction. Name ...................................... .. ..................................... Construction Supervisor's License D....`S..f...J... .... SMALL, ALAN E. No ... �.8.... Permit for Or.e. Story............... ...................... .. ....Single Family.Dwellin. Location Lot 302, 392 Prince Hinckley Road ............................................................... ............ Centerville. . . . . ...................... .......... Owner Alan- E. Small .....................................................:.......... • Type of, Construction ...EXATf�................. ............ ...................... Plot ............. ............. Lot ................................ Decembe'r. 3, 85 Permit-Granted ................ .. ................19 Date ofi0rispection .................................19 Date Completed ...... ......19,47, ......... ........... IY 19,-10 6 0 a._,.. 5,_9., Y ANDERSEN ANDERSEN A251 A251 r —I ANDERSEN - NEW RAKE BOARDS I ACCESS O '0'21 TO MATCH EXIST. IPANEL O A L_ A MATCH 12 A3 A3 EXISTzo 111a ao NEW 4. TOP OF PLATE _0,. 2'a"DOOR BAT - ----- NEW NEW SIDING TO 0 v o _____ �______I_____ __ 2._�.. PLATFORM �� i� �� MATCH EXIST. z DDT i,� x N w ti6 �� w 6,CL0 3 /_ K�o NEW CORNER BOARDS p - TO MATCH EXIST. \\\ r FIRST FLOOR •^ X EXPANDED ----- SUBFLOOR w STUDY II p (FORMERSUNROOM) ----III U I III REAR ELEVATIONCD ' ' w II a - EXIST. DINING Pa E DET MRS REVIEWED EXIST. EXIST. GARAGE BARNSTABLE BUILDING DEPT. DATE '�"' FIRE FLOOR PLAN DEPARTMENT LEGEND. eorH stGNAruR REOUIREDFORPERMITING EXISTING WALLS CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION NEW RIDGE VENT ' t NEW ASPHALT ROOF SHINGLES ---- ----- TO MATCH EXISTING 12 12 1 EXIST. NEW FASCIA,FRIEZE,&SOFFIT '1 - EXIST. BOARDS TO MATCH EXISTING r I FT I TOP OF PLATE TOP OF PLATE NEW TRIM TO MATCH EXIST. 2 Z y w w FIRST FLOOR FIRST FLOOR SUBFLWR SUBFLOOR I i RIGHT ELEVATION LEFT ELEVATION ED IF ANY COTUIT BAY DESIGN, LLC NEW REMODELING FOR, : CONSTRIGNER ION,THL BE UILDTIFI GCONTRAC SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD LBERESONSIBLEF FOR CONTRACTOR 1/4" = 1'-O" G WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENCES WITHOUT NOTIFYING THE TH LOONEY RESIDENCE THESE DRAWINGS ERRORS OR OMISSIONS DATE : PH. (508y�`(1 274-1166 THESE OWNS NOTEDSOLELVFER THE USE FAX (50 V) 539-9402 THESE TE CONSENT OWNER E D NOTED. OTHER USE OF Al 392 PRINCE HINCKLEY RD. C'ENTERVILLE, MA ARHITERAWINGSREOUIRESTHETECTION 3/2/2017 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 1�. 15" INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT NEW 8"CONCRETE FOUNDATION 48"o.c.MAX.W/SIMPSON BPS 5/8-3 BEARING PLATES WALLS W/8"x 18'CONCRETE PLACE BOLTS WITHIN 6"-15"OF EACH CORNER AND INSTALL FLASHING UNDER FOOTINGS TO 4'0"BELOW GRADE. 6 9 TO A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". HOUSEWRAP 8 DECKING BASEMENT USE 2 x 4 KEY 8(2)#4 HORIZONTAL WINDOW BARS AT TOP OF WALL,2"CLEAR DECKING El r; I 0 I A FNEW EW A FLOOR JOISTSCRAWhSPAC_- A3 48"o.c. P.T.2 x 6 SILL W/SEALER2"CONC.SLAB W/6 MIL uP.T.2 x 8's @ 16"o.c. qPOLY UNDERNEATH o io2 x 12's 16"o.c. INSTALL PEEL 8 STICK RUBBER MEMBRANBETWEEN SHEATHINGEDGER 8 —14'-5"t — -- -- 2'0" 3'-5"I - { ANCHOR BOLT DETAIL (EXITTING I I P.T.2 x 8 LEDGER BOARD LAG BOLTED TO 4,0" 48.2" SOLID BLOCKING W/(2)LEDGERLOK BOLTS NEW 12"CIA,CONC SONOTUBES 16"o.c. W/JOISTS HANGERS SIMPSON ABU44 PA E.USE DECK DETAIL I 2-P.T.2 x 10's SIMPSON ABU44 P T BASE I- I P.T.2 x 8's @ 16"O.c. O I 4 o I BASEMENT as z io WINDOW V y X W SAWCUT EXIST.FOUNDATION FOR ACCESS INTO NEW BASEMENT CRAWLSPACE 3'0"HIGH WINDOW EXIST. i BASEMENT s 0 . �s o - o I ip EXIST. X GARAGE E- EXIST.GIRT _�_ _ _ _ :ELECTRICAL NEWOFFICELo BASEMENT UP WINDOW SNEW GAMEROOM © EL NEW 2 x 4 WALLS q SEE DETAIL 14'-0" 12'-0" 6'-0" 28'-0" 12'-0" BASEMENT/FOUNDATION PLAN LEGEND: F—� EXISTING WALLS SMOKE DETECTOR [::] CONSTRUCTION TO BE REMOVED L__J ©CARBON MONOXIDE DETECTOR C= NEW CONSTRUCTION II a COTUIT BAY DESIGN, LLC NEW REMODELING FOR: THE DESIGNER STHEBUIDINGCNTRAC 0 DRAWING NO.: ERROR S OR OMISSIONS ARE FOUND ON SCALE : THESE DRAWINGS PRIOR TO START OF W L S E RESPONSIBLE DN.THE BUDDING CONTRACTOR 11 1 11 11 1 IN THESE DRAWINGS IF CONSTRUCTIOING N 43 BREWSTER ROAD WILL BERESPONSIBLE FOR THE CONTENT CON ES OUT MASHPEE MA. 02649 THESED AWING ARESOLELYFORTH A2 LOONEY RESIDENCE OF THE MERR OF NOTED,ANY SOTHER OR USE O DATE : PH. (508) 274-1166 LOONEY RESIDENCE C THESE DRAWINGS ARE SOLELY FOR THE USE FAX (508) 539-9402 CONSENT TOF THE DESIGNS OTHER USE OF 392 PRINCE HINCKLEY RD. CENTERVILLE, MA THESEECTURGSREOUIRESTHETECTION 3/2J2017 CONSENTA THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 19'-10" NOTES: TYPICAL ASPHALT 1)2012 IECC REQUIRES A BASEMENT WALL R-VALUEOFI 5119.THIS SOLID 2 x 8 BLOCKING IN THE OUTSIDE I ROOF SHINGLES MEANS EITHER R15 CONTINUOUS INSULATION ON EITHER THE TWO RAFTER&CEILING JOIST BAYS 5/8"CDX PLYWOOD SHEATHING INTERIOR OR EXTERIOR OF THE FOUNDATION,OR R19 CAVITY . @ 48"o.c.,ALLOW SPACE FOR AIR 2 x 10 RAFTERS I`\ 15#FELT PAPER LAYERINSUL F R(i.e.UL T IO ALTERNATIVELY(SHOWN),E CONTINUOUS FLOW ON THE UNDERSIDE OF ROOF LAYER OF RS INSULATION ON THE INTERIOR OR EXTERIOR OF THE FOUNDATION AND R13 CAVITY INSULATION MAY BE INSTALLED. i SHEATHING SIMPSON H 2.SA HURRICANE CLIPS WIND WASH 2)GC SHALL DETERMINE LOCATION AND TYPE OF AIR&VAPOR BARRIER 3'0"WIDE ICEIWATER SHIELD BARRIERS TO INTEGRATE WITH THE REST OF THE STRUCTURE AS ALUMINUM DRIP EDGE REQUIRED BY THE SCOPE OF THE WORK. O NEW FASCIA,FRIEZE,&SOFFIT BOARDS TO MATCH EXISTING q A 1 x 3 GSTRAPPING W/D 2x4 KD STUDS @ 16'o.c. 4 A3 qg 1/2" YPSUM BOAR R-13 UNFACED BATT INSULATION TVP.2 x 6 WALLS 14 [ 1"RIDGID FOAM INSULATION(R-5 min.) ATTACHED TO FOUNDATIONADHESIVE YzM.R.DRYWALL or BLUEBOARD DETAIL AT WALLYAIR SPACE BEAD OF BUTYL OR SILICONE SCALE: 1/2"=1'-O" SEALANT AT SLAB EDGE PT 2x4 BOTTOM PLATE WHERE m IN CONTACT WITH CONCRETE W IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS C0OCLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATIONTABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS)WFENESTRATION SKYLIGHT CEILING WOOD FRAM EO WALL FLOOR BASEMENTWALL BASEMENT 8LA8 CRAWL SPACE WALL Q, U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE RNALUE R-VALUE R-VALUE W / 0,32 055 49 M113-5 30 15119 10(4FT.DEEP) 15119 ZI NOTES: 1.R-VALUES ARE MINIMUMS BU-FACTORS ARE MAXIMUMS. / 1 DETAIL FOR BASEMENT FINISHING 71 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR '^ OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL \\ / 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS NEW ROOF TO BE BUILT 4.13.5 MEANS IRS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR OVER EXISTING ROOF,VERIFY8 R13 CAVITY INSULATION NAILING SCHEDULE THEFIELD THE FIELD DETAILS IN 110 MPH EXPOSURE B WIND ZONE \ / JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING TYP. ROOF CONST. ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) 2-8tl 2.10tl EACH END -2 x 10 ROOF RAFTERS @ 16"O.C. RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16a EACH END -5/8"COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES WALL FRAMING: -15LB.FELT PAPER TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16tl AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-t6tl 24'0.c. ROOF FRAMING PLAN „ T INSULATION HEADER TO HEADER(FACE NAILED) 6tl 60 16"....ALONG EDGES FLAT @ FLAT CEILINGS(R=49) FLOOR FRAMING: -SIMPSON H 2.5A HURRICANE CLIPS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8tl 4-10a PER JOIST AT ALL RAFTER ENDS BLOCKING TO JOISTS(TOE NAILED) 2-l14 2-10d EACH END NOTES: -ICE/WATER SHIELD AT BOTTOM BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3 16d 4-160 EACH BLOCK 2 x 12 RIDGE BOARD TO"OF ROOF LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-,6tl 4-1W EACH JOIST 1.) ALL ROOF RAFTERS TO BE 2 x 1O's PROP-A VENT BETWEEN RAFTERS JOIST ON LEDG JOIST ER TO BEAM(TOE NAILED) 31' 3-1W PER JOIST UNLESS OTHERWISE NOTED WIND WASH BARRIERS BAND JOIST TO SILL DNAIATE 3-16tl 4-16d PER JOIST - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 a 3-t6tl PER FOOT 2.) USE SIMPSON H2.5A HURRICANE CLIPS ALUMINUM DRIP EDGE ROOF SHEATHING: AT ALL RAFTERS ENDS WOOD STRUCTURAL PANELS(PLYWOOD) 2 x 6's @ 16"O.c. RAFTERS OR TRUSSES SPACED UP TO 16'c.c. 8tl 10tl 6 EDGE/6'FIELD 3.)VERIFY GU17ER TYPE/LAYOUT RAFTERSORTRUSSESS PACED OVER I6'o.c. 8tl 100 4'EDGE/4'FIELD NOTES: W/OWNERS 12 GABLEENDWALLRAKEORRAKETRUSS-OOVERHANG Bd 10a 6'EDGE/fi'FIELD GABLE ENO WALL RAKE OR RAKE TRUSS Bd iod 6'EDGE/6'FIELD MATCH W/STRUCTURAL OUTLOOKERE EXIST. GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS CEILING SHEATHING: &DIMENSIONS IN THE FIELD GYPSUM WALL BOARD Sd COOLERS -- 7-EDGE/10'FIELD TOP OF PLATE NEW 2 x 10's @ 16"o.c. WALL SHEATHING: 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP T024'O.c. Bd 10d 3'EDGE/12-FIELD DETAILS,&FINISHES IN THE FIELD WITH OWNER 12'&25/32'FIBERBOARD PANELS Bd - 3'EDGE/6'FIELD 1/2"GYP.BOARD i/2'GYPSUM WALLBOARD 5d COOLERS -- 7'EDGE/10'FIELD 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT Lj ON 1 x3 STRAPPING FLOOR SHEATHING: Z @ 16"O.G. WOOD STRUCTURAL PANELS(PLYWOOD) FIRST FLOOR TO BE 6'10"ABOVE SUBFLOOR y 1'ORLESS THICKNESS 8tl toe 6'EOGE 12 FIELD 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS w EXTENDED NEW GREATER THAN('THICKNESS 0tl 6tl 6'EDGE 6'FIELD STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 STUDY BATH 5. 110 MPH EXPOSURE B WIND ZONE,2.50 ASPECT RATIO TYP.WALL CONST. ) � 3/4"T 8 G PLYWDD 1.2 x 6 STUDS @ 16"o.c. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, FIRST FLOOR SUBFLOOR-GLUED&NAILED 2.1/2"PLYWOOD SHEATHING OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING suBFLOOR P,T.2x6SILL 3.6"(R=20)BATT INSULATION NEW 2 x 12's @ 16"o.c. W/SEALER 4.1/2"GYPSUM BOARD 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 5.W.C.SHINGLE SIDING 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY WARWICK ASSOCIATES 6.TYPAR VAPOR BARRIER FOR ALL PROPOSED&EXISTING DETAILS NEW FULL I"BATT INSULATION(R=30) BASEMENT NEW 8"CONCRETE FOUNDATION 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION WALLS W/8"x 18'CONCRETE OF ALL SIMPSON COMPONENTS FOOTINGS TO 4'0"BELOW GRADE. USE 2 x 4 KEY&(2)#4 HORIZONTAL 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS BARS AT TOP OF WALL,2"CLEAR TO BE 3000 PSI 2" SLAB 6 MIL 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE POLLYY U UNNDERNEAA TH DURING FRAMING CONSTRUCTION SECTION @ STUDY/BATH 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE A3 I COTUIT BAY DESIGN, LLC NEW REMODELING FOR• THE DESIGNER SHALL IED IF V SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF WILL E RESPONSIBLE ON SIBLE FORTH THE BUILDING CONTRACTOR " 43 BREWSTER ROAD N THESE DRAWINGS IFCONSTRUCTIONNT 1/4 MASHPEE MA. 02649 COMMENCES WITHOUT MY ERRORS IFYING OR WISE LOONEY RESIDENCE DESIGNER OWN ER NOTED.AYOTHE USED DATE : �� MA (508 27 A. 0 THE SE DRAWINGS ARE SOLELY FOR THE USE FAX (50�) 539-9402 OF THE T OF T E D NOTED. OTHER USE OF 392 PRINCE HINCKLEY RD. GENTERVILLE, MA THESE ITECTUDRAWINGS REQUIRES THE TECWRITTEN 3/2/2017 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. p� '• U£Gi'/AlXJET LAKE 9c F '•� Q N LOT 301 �.. _ Z• PROJECT LOCATION Q. O PRINCE HINCKLEY ROAD J2 RT. 2$ m EXIS Y P 52.8 / � nNG � C$/DH hti HOUSE FUND CB DH FO ND / FALMOUTH BENCHMARK: / CT. 54.8 LOT 262 NAIL & CAP N 50.5 EL. EL 50.78 +54.z S79. 5'23,. L O UJ MAP Lij \ 150.001 E NOT TO SCALE a N PAV�D DRIVEWAY 55.3 55.6 co \ METAL M h 50.3 ` 54.6 POST M o / ' 54.6 GAR GE B +55.2 z f F 56.06 55.3 : ) w R�OSED �, Aooinav a �l rEPs CON Q SNP o SRIC o RPM 22.9' � � o OLD f ' o TEP H ExI STING PAVER "r- LEACHING 55.4 1 s b d x CATCH / OUSE #392 PATIO ��- `PIT 50.o ASK, CATCH 55.5 57.30 �� ' APPROXIMATE 50.0 / l 30•6 BRICK LOCATION OF /'��" 50 `n`� S7FPS 7F F..2 55.7 EXISTING LEGEND sa a. s � � /�54.0 57.28 SEPTIC SYSTEM �.L� NEW ...I �/ 34 8, i LEACHING 55.0 --- 52 ---- EX CON TOUR ` I PIT LOT 28> 50 EXIS77NG 10' CONTOUR V ='' o / B.H 55.8 LOT 302 0 +55.5 EXISTING SPOT ELEVATION 4�i / 55.0 z / "' IP SHR. >5,OOO.f-;:S:F. v, _ _. __ y-FOUND -- IRON_P/PE +50.4 � � CA LE � - 50.3 J ECT. eF 55:5 T L. CB/ B ND ° CONCRETE' BOUND WITH DRILL HOLE +54.5 N79 35-23"W 150.00 l 54.9 STOCKADE FENCE 55.6 IP FOUND Ld Uw 53.4 Z LU .. FOUND Q/ 4 LOT 303 SITE PLAN I LOT ,260 FOR MARY LOONEY 1392 PRINCE HINCKLEY ROAD GENERAL NOTES: 20 0 >o zo 40 BARNSTABLE, MA 1. HOUSE NUMBER: 392 2: ASSESSOR'S INFORMATION. MAP 171, PARCEL 177, LOT 302oFiyAs SCALE- 1 INCH = 20 FEET y�F9a sq�, » p J. FLOOD ZONE- X PANEL 250001 0561 J (0711612014) GA ti� Scale: 1 =20 Date: DECEMBER 22, 2016 S. 4. ZONING DISTRICT RC BRIE 4 5. LOT COVERAGE BY- A. his D Associates �.'�. Inc.EXIS77NG S7RUC7URES.• 2,433 S.F./ 15,000 SF. 16.2.Z // anwick �G ss0ates l B. EXIS77NG & PROPOSED S7RUC77JRES.• Z598 S.F./ 15,000 S.F. _ 17.3X DiRANN BYE [.M., R.,IW. DA>£ 11128/y6 6. TOPOGRAPHIC INFORMATION COMP/LED FROM AN ON THE GROUND. SURVEY 83 County Road Box 80> 7ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VER77CAL DATUM 1988. NOrtji F'almoutl4 Mass0,2556 CHECKED BY.' G'SE S vEET f OF f 8. OVERLAY DISTRICTS.• GROUNDWA7FR PR07EC77ON DISTRICT, SALT WA7FR ES77JARY PR07EC77ON & STA7F APPROVED ZONE 11 (508) 563 - 7777 P. ILa►d P�vjwts 2004�5576D41 jdwg�SS16041SP dwg 14'-5 t 3'-6, (EXISTING) (NEW) (EXISTING) (NEW) NEW 10"DIA.CONCRETE EXIST.4 x 4 SONOTUBES TO 47 POSTS TO EXIST. FOUND.WALLS, BELOW GRADE,USE REMAIN NEW ANDERSEN CX 145 WINDOWS FOOTINGS,&CONC.SLAB SIMPSON ABU 44 POST BASE TO REMAIN CENTER BETWEEN EXIST.POSTS TEMPERED. — .NEW b � w Q �, DOOR 8 STEP Z NEW P.T.2 x 12's 16"o.c. * i O N A bN A CL ar �oO N REMOVE THIS POST w t v w - m TO FIT NEW DOOR NEW CEILING CONST. �; z °A N 41 z R.T.2 x 8 s 16 O.C. (!) W N z Q -PAD OUT EXIST.RAFTERS TO FIT MID-SPAN BLOCKING41 00 co -NEW 9"BATT INSULATION(R=30) cn — — — — — f--a a 00 O — NEW NEW 2-H 2.5 SIMPSON HURRICANE CLIPS W x O v z II AT EACH RAFTER ENDS w SUN ROOM III( p -PROP-A VEINT BETWEEN RAFTERS O z (FORMER SCREENED PORCH) i----,il i Uo EXIST.FOUND.WALLS U co :3, w I !� — TO REMAIN z� I IIII 12 NEW 2x6's 32' o.c. Q I I III INSTALL NEW WIND WASHING ;z I II EXIST. BARRIER,SUPPLIED BY EXIST: z v I EXIST. INSUL.CONTRACTOR NEW 2x 8's @ 1 G'o.c. DINING TOP OF PLATE BAS EM ENT NEW 1/2"GYP.BD.ON P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS 1 x 3 STRAPPING @ 15'o.c. N Et A 1 1 A 1A 1 1 CON CJ`T. 16"o.c.W/JOISTS HANGERS AT BOTH ENDS EXIST. -2 x 4 STUDS @ 16"o.c. D THING EXIST.. , EXIST. NEW -3 1/2 PLYWOOD ATT INS INSULATION R=13) N GARAGE � SUNROOM -1/2"GYP. BD. GARAGE -W.C.SHINGLE SIDING v -TYVEK HOUSE WRAP Q NEW 3/4"T&G PLYWOOD P.T.2 x 8's @ 16"O.C. SUBFLOOR-GLUED&NAILED FIRST FLOOR PLAN- „ SUBFLOOR FRAMING PLAN FLOOR NEW P.T.2 x 12's @ 16 o.c. F� P.T.2-2 x 6 SILLW/SEALER 2-P.T.2x lUs LEGEND: EXIST.C�NC.SLAB _ NEW 10"DIA.CONCRETE ��^-*------77 NEW(2)LAYERS OF 2"RIGID SONOTUBES TO 4'0" EXISTING WALLS INSULATION(R=28) n Z 12 z BELOW GRADE,USE SIMPSON ABU 44 POST BASE =V� CONSTRUCTION TO BE REMOVED EXIST. FOUND,WALLS& FOOTINGS TO REMAIN . EXIST. IM NEW CONSTRUCTION P.T.2 x 10 LEDGER'BOARD LAG BOLTED TO �..� SOLID BLOCKING W/(2)LEDGERLOK BOLTS .c.W/JOISTS HANGERS AT BOTH ENDS NOTES. 15 o TOP OF PLATE A BUILDING SECTION NEW SUNROOM . . 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS OUTLINE of { EXIST. HOUSE \\\ & DIMENSIONS IN THE FIELD O w 2. CONTRACTOR TO VERIFY ALL INTERIOR EXTERIOR MATERIALS, DETAILS & FINISHES IN THE FIELD WITH OWNER � = j" Q 3.) ROUGH OPENING HEAD HEIGHT OF WIN DOWS AT FIRST FLOOR TO BE 6'-8" ABOVE SUBFLOOR '� TO CONFORM TO 780 CMR MASSACHUSETTS '/ FIRST ,. > 4.) ALL CONSTRUCTIONs BFLOORR STATE BUILDING CODE, SEVENTH EDITION — w 5.) INSTALL NEW HEADERS AT WINDOWS & DOOR, (VERIFY IN FIELD) RIGHT SIDE ELEVATION, owe aw w o � NEW CORNER BOARDS TO MATCH EXIST. ►--I 12 i 12 EXIST. EXIST. W � Cal TOP OF PLATE i I SCALE Z DATE : NEW CORNER BOARDS¢ ' THE DESIGNER SHALL BE NOTIFIED IF ANY 9/9/2008 TO MATCH EXIST. ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR FIRST FLOOR WILL BE RESPONSIBLE'FOR THE CONTENT DRAWING NO. : SUBFLOOR IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS dig OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE / ON THE PROPERTY NOTED.ANY OTHER U OF REAR L F T L E V AT I Q N THESE DRAWINGS REQUIR S THE W�2lTt ELEVATION CONSENT THE DESI N�'�t/'f�J``���,, DIGS ARE PROTECTED LINDE WIEf11t Y RAL COPYRIGHT PROTECTION ACT Clf j�,J4