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0049 HARBOR VIEW ROAD
_ .r , ' S r .,i�: '•' Y�II y. �4 ' s: , ..� 'j�txt.e tx f(�v�'�Su ,'1••t J'�'a�o��rwirt;v#�' i � r.xi rtY.t .vl� Ft "`+, r.'.�+•+,� 'ra t„ c � i r y �} p7 I MRF ,r,.� ,Ira r��w u � t�l� ���..}. E•"r `t � r,fvl�.::F ,,i i1 �r � nk!Far�Fbx"a��tj TS;�i,.d" 1$ -! ;st, r �5 1 1 f9 } f I 1 { fy tt f l r 6 i z a S fi a a —.r,E N O/ Gar. I Exis t. ?o Q Fdn. Exist. #49 < 12.9' D� Sh d Lot B/ N� 15,914-+ S.F. co 50.0' 0.37 AC. S`s`300,, t 0. z19�3 STREET ADDRESS.• #49 HARBOR VIEW ROAD ASSESSORS MAP 319 PARCEL 46 OWNER: WILLIAM D. CROSSLEY, 7R. TOWN OF BARNSTABLE ZONING DEED REF.: BK. 23100 PG 191 BY—LAW PLAN REF.: PL. BK. 93 PG. 63 LOT B ZONE : RB SETBACKS FRONT 20' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SIDE = 10' KNOWLEDGE, INFORMATION AND BELIEF THE ADDITION REAR = 10' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM AVAILABLE PLANS OF RECORD AND VERIFIED `V0FMASq, ON THE GROUND. 9cy TERRY °s�, » ANN N AS-BOIL T WARNER THE,ADDITION DEPICTED ON THIS No.38721 S PL 0 T PLAN PLAN WAS LOCATED ON THE GROUND 5hp� 1N BY SURVEY ON OCT. 21, 2013 AND � BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE 'OF LOCATION. SCALE. 1'=40' OCT. 28, 2013 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY AND NOT FOR 22 LONG ROAD RECORDING, DEED DESCRIP71ONS OR HARWICH, MA. 02645 ESTABLISHING PROPERTY LINES. (508) 432-8309 THIS PLAN IS VOID 1F NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 13-291 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map'.' ' 31 Parcel L` Application # 3 ID �<( Health Division Date Issued�^ +Conservation Division ' Application Fee ` Planning Dept. Permit Fee, oZ' ' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address V I IA) Village Owner MAN6,noI /MS_ Address e 9�7n . 1rS�G MCA t Telephone ,Permit Request Square feet: 1 st floor: existing"proposed 2nd floor: existing proposed Total new O Zoning District Flood Plain M Groundwater Overlay Project Valuation Construction Type 1 1 �, o o Lot Size a��'� Grandfathered: ��Yes Q��NIf yes, attach ss orting d6cumga-tation. LO Dwelling Type: Single Family W/ Two Family ❑ Multi-Family (# units) o _ri Age of Existing Structure U Historic House: ❑Yes dNo On Old King's I lighway: Yet, ❑ No Basement Type: �II ❑ Crawl ❑Walkout Other5 �' • Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ftJ 0 ' Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 0 new Total Room Count (not including baths): existing q new First Floor Room Count Heat Type and Fuel: Z as ❑ Oil ❑ Electric ❑ Other q ntGo Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Ga"No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached'garage: ❑lexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) <1 Name Telephone Number WA Address d(X License #Ma b3()q( Q #� )` ��'✓1 � 1 Home Improvement Contractor# � Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM T S PROJECT WILL BETAKEN TOM 6I T SIGNATURE 1—��'� DATE • 2 ZAS FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED— MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: � FO.UNDATI.ON� ,u. � tl s :"IDA,4R, FRAME INSULATIONJ-,�r�.�ttj.p FIREPLACE ELECTRICAL:-. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING-- DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable Regulatory Services w Riuvsrn LM + MASS. Thomas F.Geiler,Director .�p 16g9. rFn nna�' Building Division Tom Perry,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 property hereby authorize- }� 1f' V4,0- s ��.�� � to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature_ f Owner Signature of ApplicantHa Vq Print e Print Name - COY Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 �'THE Town of Barnstable Regulatory Services DUSS. Thomas F.Geiler,Director Building Division f Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ce: 508-862-4038 Fax:/08-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: nurn r street village "HOMEOWNER": name home phone# wor hone# CURRENT MAILING ADDRESS: city/town\beresnons state zip code The current exemption for"homeowners"w to include owner-occu ie wellin s of six units or less and to allow homeowners to engage an individual for hirenot possess a license, ro ded that the owner acts as supervisor. FINMON OF HOMEO Person(s)who owns a parcel of land on whi 'des or intends to res' e,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structo o such use and/ farm structures. A person who constructs more than one home in a two-year period shall not be consieo er. Such"h eowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/sres ons le for all such work Derformed under the buildin ennit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compli e ' the State Building Code and other applicable codes, bylaws,•rules and regulations. The undersigned"homeowner"certifies that he/she understan the Town of B ble Building Department minimum inspection procedures and requirements and that he/she will comply ' said procedures and re 'rements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings cont ' ng 35,000 cubic feet or larger will be required to comply w the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any h eowner performing work for which a building permit is required s 11 be exempt from the provisions of this section(S tion 109.1.1-Licensing of construction Supervisors);provided that if th homeowner engages a person(s)for hire to do s h work,that such Homeowner shall act as supervisor." Many homeowners who se this exemption are unaware that they are assuming the responsibilities of a sup sor (see Appendix Q,Rules&Re gu tions for Licensing Construction Supervisors,Section 2.15) This lack of awareness en results in serious problems,pa 'cularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOudook\QRE6ZUBN\EXPRESS.doc Revised 053012 f L 1 7 Ti'i5 L r 1 1 aQPcs I✓ � 2 - I 5---I- tzr' `�rt" .0 a-! `7�'A'r'a .L MAT bt'y LAO BENNETT A GREILLY, INC. Engineering, EnvironinentaI &- Surveying Services 1573 Fain Street, Brewster,M.A.02631(508)896-6630 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachuselts Checklist for Compliance (780 CMR 5301.2.1.1 1 149,- 299a (���(� � ( ((�► v ���� Q Check 1.1 SCOPE v �J� u� (UJ Complia�nce WindSpeed(3-sec.gust).................................................................. .................................................110 mph 1/ WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories <_2 stories V RoofPitch ..........................................................................(Fig 2) ...........................................&� 12:12 MeanRoof Height ..............................................................(Fig 2).................................................ILfft _<33 BuildingWidth,W ...............................................................(Fig 3)................................................ .jZ ft <_80' BuildingLength, L ..............................................................(Fig 3)................................................. ft :580' Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................-4,1E{_<3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ - s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................................................:..:.................................................. ConcreteMasonry .................................................................... ................................................................ -W 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Spacing-general ..........................................(Table 4)....................................... .. in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... m.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5).................................................�in. >7" —ate Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_ 15" -1 L PlateWasher...............................................................(Fig 5)...............................................>_3"x 3"x 1/a" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft:5 12' N Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... 1 Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d pp� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d Nor_ Floor Bracing at Endwalls.............................. ....................(Fig 9)........................................................ ... _ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ .... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)................... in. Floor Sheathing Fastening..................................................(Table 2)..�d nails at U in ed e/ 2 infield 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' Non-Loadbearing walls................................. ..............(Fig 10 and Table 5)................... It :520' zz Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................�........in.<_24"o.c. —ti< WallStory Offsets ........................................................(Figs 7&8)............................................_ft <_dt 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x'-& - ft I in. V ` Non-Loadbearing walls................................................(Table 5)..............................2x - ft-t—in. J� Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11).............................................I ft zW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................-LL-ft 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)..................................... l.ft Splice Connection(no.of 16d common nails)..............(Table 6)........................................................... �� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections o� Lateral (no.of 16d common nails)................................(Tables 7)...................................................... Z- 1/ Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)........................................................ Z i/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) t� Header Spans ........................................................(Table 9)..................................�ft & in.<_ 11' Sill Plate Spans (Table 9)..................................Zft & in.s 11' .......... . .. . ... ............... ........... ...... Full Height Studs (no.of studs)...................................(Table 9)..................................... ...................'a Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)................................i,.�ft C)in.s 12' �'Sill Plate Spans...........................................................(Table 9)..................................�ft U in.<_12„ Full Height Studs(no.of studs)....................................(Table 9)........................................................sue Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousv Minimum Building Dimension,W /��b / Nominal Height of Tallest Opening2 ..............................................................................Lo' <_6'8" !� SheathingType..............................................(note 4)....................................................._.. -, Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ .St in. Field Nail Spacing..........................................(Table 10)................................................. /2- in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... L'r t� Percent Full-Height Sheathing.......................(Table 10)....................................................3=3% J� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L rN Nominal Height of Tallest Opening2................. 1 S <_6'8" ✓� SheathingType..............................................(note 4)...................................................... emzw Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ & in. Field Nail Spacing..........................................(Table 11)................................................. %Z�in�. / Shear Connection(no.of 16d common nails)(Table 11)........................................................r7 �L Percent Full-Height Sheathing.......................(Table 11).....................................................A% ✓f 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... �vl/•}- Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)..............�ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= Q0plf AZ Lateral.............................................(Table 12)............ ...............................L=_0(¢plf Shear...............................................(Table 12)............................................S=_:3j plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=_13 plf _iz Gable Rake Outlooker......................................... (Figure 20).............. ft<_smaller of 2'or U2 f Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=+1 lb. Lateral (no.of 16d common nails)...(Table 14).................. L= lb. ............. .. .... Roof Sheathing Type...................................................(per 780 CMR Chapters 58 59) ............ Roof Sheathing Thickness........................................... ............. .............................*in. _7/16"WSP Roof Sheathing Fastening............................................(Table 2)........................................................422 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. AWC 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 Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN THIS EDGE REMS ON FiIAMING USE8d NAIS A•rBb.c, ' 11 11 1Y 11 11 1 !I 11 11 1 u Id it 11 11 1 11 II 11 II 1 11 111 11 I 11 11 11 I M 1•I ,,5LL 11 1 11 11 0 1 11 I _ N 1 ,,CC 11 11 1 I1 Y 11 rl•� 1 O ll Il 1- i F ii 11 a 1 I1 m II Q 11 rr � 1 I[ yy !1 It 1 Z II 1 11 1 a. tu 1.1 n 11 11 W ii 11 1 1! d 11 1r 11,1 1 LL 1 a Ir 11 W 1 II 11 �,• l i 17 11 1 1 II 11 !1 I rl ll I I -- I 11 '11 1} 06USLE EDGE -- MAR-SPACING i } PANES J See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC"Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a 1 � w 1 1 1 +1 j r I TI 1 i r 1 it 1 m 1 I Z W II Ij • 1 I d ®a i FRAMINGMEMBERS i r i EDGEI TERMEDIATEaw 1 Z r STAGGERED J.Mom' KWL PATTERN PANEL PAW-EDGE DOUBLE NAIL EDGE SPACMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment REScheck Software Version 4.4.2 Compliance Certificate Project Title: ADDITION TO: Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 39% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 49 Harbor View Rd Barnstable,MA • . . • UA trade-off Compliance:10.1%Better Than Code Maximum UA:69 Your UA:62 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. Gross • • UA Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 204 38.0 0.0 6 Wall 1:Wood Frame,16"o.c. 328 21.0 0.0 11 Window 1:Wood Frame:Double Pane with Low-E 87 0.300 26 Door 1:Glass 42 0.280 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 204 30.0 0.0 7 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 d igned to gieA the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements list ch spection Checklist. CAS 57 l Ph 3 Name-Title Signature Date Project Title:ADDITION TO: Report date: 09/18/13 Data filename:S:\Patriot Files\Construction Droiects\Active Jobs Patriot\Harbor View Additon\Permittinq\Harbor View.rck Paqe 1 of 4 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1: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: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.280 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the 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. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. 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 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title:ADDITION TO: Report date: 09/18/13 Data filename:S:\Patriot Files\Construction Droiects\Active Jobs Patriot\Harbor View Additon\Permittinq\Harbor View.rck Paqe 2 of 4 Sunrooms Sunrooms that,are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Fi Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. 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: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 16.3 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 24.5 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 12.2 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 8.2 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ 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. Lj 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. Lj 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. Project Title: ADDITION TO: Report date: 09/18/13 Data filename:S:\Patriot Files\Construction proiects\Active Jobs Patriot\Harbor View Add iton\Permitting\Harbor View.rck Paqe 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage> 15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: ADDITION TO: Report date: 09/18/13 Data filename:S:\Patriot Files\Construction proiects\Active Jobs Patriot\Harbor View Add iton\Permitting\Harbor View.rck Paqe 4 of 4 �J( 2,009 IECC Energy Efficiency Certificate �aii. . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): GlassA Door Rating Window 0.30 0.29 Door 0.28 0.30 . . Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: 'T; TOWN OF BARNST.AR.i E 2013 SEP 19 111 9: 0 S i r DIVlSI�� (STING HOUSE rEgEp FM Fw I - OA1®t mYm wi .. ❑❑r❑ V 'J vv oraa�twss [1L1L7 ❑❑❑ ^�^ no 0 WIN 0® NEW ADDITION .. - A.0 REAR ELEVATION I 0 1 d 6 B. %1 L1IRIBTORiER OIBDS:GSLODBI4 MAP/PARCEL M 319 P 076 MNDOWAND 0009%HEDULE ADDITION TO THE CROSSLEY RESIDENCE ID UNIT TYPE ROUGNOPENING .REMARKS 49 HARBOR VIEW RD-BARNSTABLE,MA A TW2446.3 ON MUWON 74W*X4'47/8' REVISIONS vB,E T/IBlI3 DRAWING NO. E TW24462 DN MULLION 4'-11 V7 X4'-67/8' umem,wtanwaw�u Patriot Builders A1 THERMA-TRU 15 LI7E NINGFA DOOR 7'.10 1/7'X 6'-10 VT w...ft�U-���•m rs pwyuxna>' ELEVATIONS — _..--- - --. g 0 . z 4� m G o i -Wi � m o o HII p � ka W :c > � 0 A Z -d 70 � �m D r l ii i Z � � m 113 Ub002-N,. ,. S N 0 r 5Vl'1- .:.. .. r___________ ______________T - 'CONCRETE WALLS raW EXISTING 8ED0.00M 1 j ON 1Q%16 j Y 4X 61dEK DECO* gJOR I CONCRETE GONT. i I . AZEK OOMPOSRE ON 20 P.T.TMER CUT I I I FOOTNS I I MENS SYSTEM 5'EFSER50N TAPEM EXISi1NG DECK - KVDN5UINfON i CRAWL SPACE ; 4 I I I 11 CIOSED 08 smy I P.T.SRL W/Y9•ANCHOR I xw kwas Wy I SOI-i5 AND37D7Y6'RA7E I- I PW NEW WALLIMO FOAM INSUUnON AT 1 .- YPTWADVPNTECH I WASHEA513R'O.G I EXISTNO W/ SUNWOR GEUNG Od RE6>RS 917 Of- "'ALL b C9N5TR=N W/Vr ROORX%5T5916 36'X 30'ACCESS g CDX%SHEATH10 AND O.0 W/Yd'ADVNPEW ipG O � P-21 f6UL nON SIISNOOR - f-0UNDATION 26 P.T.SRL W/w FISE0.GL155 SATT ANOIOREOLTSAND u15DunoN FOUNDATION PLAN 3%M7 rRATE quWTiON Vb':ia WASIaS 03C O.C. .- . Ru AaoR 'CONCRETE WALLS oNVXW - - CONCRETE CONT. . FOORNG ` CROSS SECnQN Va=Ta ADDITION TO THE CROSSLEY RESIDENCE 49 HARBOR VIEW RD-BARNS`fABLE,MA REVI510N5 DATE 7413 sole VV=Pa mHwx ',VWOS DRAWING NO. Patriot Builders W..•Ral+}am£e Rauy-/mm} A/h SNEET 111LE� .� FOUNDATION AND FRAMING - - - - - - - - - - - - - - - - - - iMil ............. I LI I I I — EXISTING SECOND FLOOR PLAN EXITING FIRST FLOOR PLAN Rd' ITT tTd' N-C IS-3' a I EX- NG DECK NEW ROOF DECK § ZMAUF DELKMG A7 R4WNGE� SU RO M p p I� w H w_'�IO(AiION h REMOVE - tv WGTPIG GUDER� — - �' rooms � EwsnnG EAGTD6 L--+ � n EASTINO UJ� �» DINING ROOM BATH KRCHEN PROP05ED SECOND FLOOR ROOF DECK PLAN PROPOSED FIRST FLOOR ADDITION PLAN VIP.T-7 yr.ra ADDITION TO THE CROSSLEY RESIDENCE NDOW AND DOOR SOHEDULE 49 HARBOR VIEW RD-BARNSTABLE,MA REVISIONS DATE 7ABA31 I—AS NOTED I— DRAWING NO. ID UNIT TYPE ROUGH OPENING REMAM ""m01 QN"EE patriot Builders A TW144&3 OH MULLION 7.6VTX4'd7/8' Lrrt mr�-am.;a e.,f eu:our ,( A B TWJ44&2 DHMUW {_�4 ON 4'.T VT 4'-87/8' ws.OaN+aem ra RW+++-nn / i THERMA-TRU 15 uTE HINGED DOOR 7-10 Vr X 640 VT FLOOR PLANS _ v- 2 r . fL 7777tL777 _. �s?`fi'�UL►�-r' ��- ` ►,,t_�-`-,�`�=dam�!=�c; i mod« 3JJ It r a Of 41 ALBION IT BENNETT. Engineering, Environmental & Surveying Services A GREILLY, INC: 1573 Maui Street, Brewster,MA.02631(508)896-6630 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map , Parcel Permit# Health Division - /0.S _—J w� jP�r.�U`. D o Date Issued 1 Conservation Division 2 S i��_ Application Fee Tax Collector Permit Fee Treasurer Planning Dept. CONNECTED SEWER ACCOUNT Date Definitive Plan Approved by Planning Board b Historic-OKH Preservation/Hyannis Project Street Address \ \�C:�`��c� P�.� C) 0, Village �5 ����• Owner .,�� c�. ���,�-� C�. Address Telephone 0 zc> Permit Request Vso _3 any Square feet: 1 st floor: existing proposed 2nd floor: existing proposed _ Total new Zoning District ,'� Flood Plain Groundwater Overlay �0 Project Valuation `Qs5)1 C0U Construction Type Lot Size S \�A Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 'fA Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: "f (es ❑No Basement Type: ll ❑Crawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) C!) Basement Unfinished Area(sq.ft) \Z Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 12) Total Room Count(not including baths): existing new —7 First Floor Room Count Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other s Central Air: t-Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes7 CANo a Detached garage:❑existing iew siz APool:❑existing ❑new size Barn:❑existing: ❑new i size Attached garage:❑existing *.ew size �' oZ hed:❑existing ❑new size Other: {r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial'"❑Yeses ❑No If yes,site plan review# CD Current Use �'1 „_ .� Proposed Use BUILDER INFORMATION Name \ � ��' �°•�c Telephone Number Address �—� License# p � fl Home Improvement Contractor# .5 Worker's Compensation# ALL CONSTRUCTIO BRI SLILTING FROM THIS PROJECT WILL BE TAKEN TO ® \rL, kAa SIGNAT RE DATE ��' :Ti FOR OFFICIAL USE ONLY PERMIT NO. ` DATE ISSUED MAP/PARCEL NO. _ ADDRESS VILLAGE OWNER .� DATE OF INSPECTION: FOUNDATION FRAME INSULATION. FIREPLACE ELECTRICAL: ROUGH FINAL Y ,.' 0 PLUMBING!' ® tP, FINAL GAS: ROUGH ,n FINAL , FINAL BUILDING DATE CLOSED OUT n ASSOCIATION PLAN NO. f f , �+ TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY i PARCEL ID 319 046 GEOBASE ID 23427 ADDRESS 49 HARBOR VIEW ROAD PHONE BARNSTABLE ZIP LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 88868 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT. TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND CONSTRUCTION COSTS $.00 t1�E Q► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * sawvsTas�, Mass Fp�t BUILDING„D j ISION BY DATE ISSUED 12/07/2005 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 319 046 GEOBASE ID 23427 ADDRESS 49 HARBOR VIEW ROAD BARNSTABLE PHONE ZIP LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 82258 DESCRIPTION CONSTRUCT NEW CAPE-STYLE HSE; ATT. GARAGE PERMIT TYPE BUILDR TITLE REBUILD AFTER TEARDOWN CONTRACTORS: ROY E_ SIMMONS ARCHITECTS: Department of Regulatory Services mces TOTAL FEES: $1,250.89 BOND $.00 CONSTRUCTION COSTS $280,704.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE BU IN D SION DATE ISSUED 02/16/2005 EXPIRATION DATE TOWN OF BARNS TA,,!- w� DING PERMIT } +, 319 046 GEOBASE IID 23427 49 HARBOF VIEW ROAD PHONE BARN STAB,.aE Z Ip (,()T B BLOCK LOT SIZE -SBA DEVELOPMENT DISTRICT BA ;1EkMIT 52253 DESCRIPTION DEMOLISH EXISTING HOUSE FOR NEW CONSTRUCTIC PERMIT TYPE BDEMO TITLE DEMOLITION PERMIT CONTRACTORS: ROY E. SIMMONS De artment of ARCHITECTS: P Regulatory Services TOTAL FEES: $75.00 BOND $.00 CONSTRUCTION COSTS $.00 545 SFH DETACHED DEMOLITION 1 PRIVATE � O;P� ** BARNSTABLE, L O Mass. � � i639. 1� BUILDING DI yV�ISION BY � � DATE ISSUED 02/15/2005 EXPIRATION DATA; _ x %TQWN {ry h T p LE l� BUILDING PERMIT �. . .�•.� PARCEL ID 319 046 GEOBASE.tID 23427 ADDRESS 49 HARBOJR VIEW ROAD PRONE BARNS'TAB E ` L IF LOT B BLOCK LOT SIZE PBA DEVELOPMENT DISTRICT _BA - PERMIT 82253 DESCRIPTION DEMOLISH EXISTING. HOUSE FOR NEW CONSTROCTIC PERMIT TYPE BDEMO TITLE . DEMOLITION PERMIT CONTRACTORS: ROY E. SIMMONS Department artment Of P Regulatory Services TOTAL' FEES: $75.00 FOND" $.00 CONS'TRUC`l_'IO COSTS $_00 645` SFH DETACHED, DEMOLITION 1 PRIVA'TE Op * s�xivsrasAt >I�, Mass. C O i6g9. A� I BUIL ING DIVS10N BY I ''DATE ISSUED 02/15/2005 EXPIRATION DATE I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE THIS CARD KEPT UNTIL FINAL INSPECTION 1.FOUNDATIONS OR FOOTINGS T P PERMITS ARE .REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. � , ® 12 s ® s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS u g_ 2 Q(c 2/ Fi,W4` PI q d k /�1 tucQ 2 MA/Ag 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT Pt 2 FoVAL IlA S Qx /4 /9/G J'Aoer"r/R4D•�//O/OH L / / OTHER: C SITE PLAN REVIEW APPROVAL IB05 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED.WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 4 BUILDING PERMIT I I I I °fzxErow� Town of Barnstable °�. Regulatory Services `( : BnBxsrABLE, Thomas F.Geiler,Director Ok Building Division Tom Perry, Building Commissioner 200 Main Street, Jjyannis,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 ABuilder as Owner of the subject property to act on my behalf-, hereby authoriz in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name n.anu tvT C•nVTNFR PF.R MTC S'[�N RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE ; o� New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORIKSHEET NEW LIVING SPACE 2-7 5;'2 square feet x$96/sq.foot= 2&2 i 27 2 x.0041= -G 7`J e plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= �Z x.0041= 5` 5 ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) $/ Permit Fee Projcost Rev:063004 4 Permit Number REScheCk Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck _ PROJECT TITLE:Crossley Residence CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: Single Family DATE:01/20/05 DATE OF PLANS: 1/18/05 PROJECT DESCRIPTION: 49 Harborview Rd. Barnstable,MA DESIGNER/CONTRACTOR: Patriot Builders 537 Route 28 Harwich Port,MA 02646 COMPLIANCE:Passes Maximum UA=501 Your Home UA=429 14.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1286 30.0 0.0 45 Ceiling 2:Cathedral Ceiling(no attic) 448 30.0 0.0 15 Wall l: Wood Frame, 16"o.c. 2424 13.0 0.0 159 Window 1:Wood Frame:Double Pane with Low-E 376 0.280 105 Door 1: Solid 21 0.160 3 _Door 2:Glass 84 0.270 23 ' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1684 19.0 0.0 79 Furnace 1:Forced Hot Air,90 AFUE 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 1995 MEC requirements in RES checkVersion 3.5 Release le (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Chec ' t. Builder/Designer Date Q'� IIES heck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release le DATE:01/20/05 PROJECT TITLE:Crossley Residence Bldg. I. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.160 Comments: [ ] 2. Door 2:Glass,U-factor:0.270 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 49 Harborview Rd. Beam Above Garage Beam#1 Prepared by:csc Date: 1/20/05 Selection W 12x 26 36 ksi Wide Flange Steel Lateral Support at: Lc=6.9 ft Max, Conditions Actual Size is 6-1/2 x 12-1/4 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.18 in Suggested Camber 0.28 in Data Beam Span 24.0 ft Reaction 1 LL 4320# Reaction 2 LL 4320# Beam Wt per ft 26.0# Reaction 1 TL 6072# Reaction 2 TL 6072# Bm Wt Included 624# Maximum V 6072# Max Moment 36432'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/452 LL Max Defl L/360 LL Actual Defl L/635 Attributes Section in' Shear in TL Defl in LL Defl Actual 33.40 2.81 0.64 0.45 Critical 18.40 0.42 1.20 0.80 Status OK OK OK OK Ratio 55% 15% 53% 57% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy. 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:360 Uniform TL: 480 =A Uniform Load A zL SPAN=24 FT Uniform and partial uniform loads are lbs per lineal ft. Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 49 Harborview Rd. Beam above Master Bedroom Beam#2 Prepared by:csc Date: 1/20/05 Selection 5-1/4x 9-1/2 2.0E TJ Parallam®E.S. PSL Conditions Min Bearing Area R1=5.0 in2 R2=5.0 in2 DL Defl 0.17 in Data Beam Span 14.0 ft Reaction 1 LL 2730# Reaction 2 LL 2730# Bm Wt Included 218# Maximum V 3749# Max Moment 13122'# Max V(Reduced) 3325# TL Max Defl L/240 TL Actual Defl L/273 LL Max Defl L/360 LL Actual Defl L/374 Attributes Section in' Shear(in TL Defl in LL Defl Actual 78.97 49.88 0.62 0.45 Critical 52.91 17.20 0.70 0.47 Status OK OK OK OK Ratio 67% 34% 88% 96% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2900 290 2.0 750 Base Adjusted 2976 290 2.0 750 Adjustments CF Size Factor 1.026 Cd 'Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:390 Uniform TL: 520 =A Uniform Load A R1 =3749 R2=3749 SPAN= 14FT Uniform and partial uniform loads are Ibs per lineal ft. Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 49 Harborview Rd. Beam above Master Bedroom Beam#2 Prepared by:csc Date: 1/20/05 Selection 5-1/4x 9-1/2 2.0E TJ Parallam®E.S. PSL Conditions Min Bearing Area R1=5.0 in R2=5.0 in DL Defl 0.17 in Data Beam Span 14.0 ft Reaction 1 LL 2730# Reaction 2 LL 2730# Beam Wt per ft 15.59# Reaction 1 TL 3749# Reaction 2 TL 3749# Bm Wt Included 218# Maximum V . 3749# Max Moment 13122'# Max V(Reduced) 3325# TL Max Defl L/240 TL Actual Defl L/273 LL Max Defl L/360 LL Actual Defl L/374 Attributes Section in' Shear inZ TL Defl in LL Defl Actual 78.97 49.88 0.62 0.45 Critical 52.91 17.20 0.70 0.47 Status OK OK OK OK Ratio 67% 34% 88% 96% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2900 290 2.0 750 Base Adjusted 2976 290 2.0 750 Adiustments CF Size Factor 1.026 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00. Le=0.00 Ft Kbe=0.0 Loads Uniform LL:390 Uniform TL: 520 =A Uniform Load A SPAN= 14 FT Uniform and partial uniform loads are Ibs per lineal ft. Patriot Builders 537 Route 28 Harwich Port, MA 02646 BeamChek v2.4 licensed to:Chris Childs Reg#2308-64423 49 Harborview Rd. Beam Above Garage Beam#1 Prepared by:csc Date: 1/20/05 Selection W 12x 26 36 ksi Wide Flange Steel Lateral Support at: Lc=6.9 ft max. Conditions Actual Size is 6-1/2 x 12-1/4 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.18 in Suggested Camber 0.28 in Data Beam Span 24.0 ft Reaction 1 LL 4320# Reaction 2 LL 4320# Bm Wt Included 624# Maximum V 6072# Max Moment 36432 # Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/452 LL Max Defl L/360 LL Actual Defl L/635 Attributes Section W Shear in TL Defl in LL Defl Actual 33.40 2.81 0.64 0.45 Critical 18.40 0.42 1.20 0.80 Status OK OK OK OK Ratio 55% 15% 53% 57% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy. 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform LL:360 Uniform TL: 480 =A Uniform Load A R 1 =6072 R2=6072 SPAN=24 FT Uniform and partial uniform loads are lbs per lineal ft. I ,yam.' _. s � s 3� ;s-r r,'-�' _1k,-��>F t} 3+� � �,.� _�"_ a�`ai� 'a:.-.-�Y�-Y✓.: 3 i - - +gym =c_`�`-e:.��s"�+� �w �.n... FIARUL"" ECTORS REV=='+` 1� AROQIECfVRAl SfRNslFS �. ,R. �--rrEPT. U.4IEARTMENT Dr.'E BOTH SIGNATURES ARE REQUIRE^ PERMITTING Fffflfl o cEOAR MFYOARoS It noD LLJ 00� ®®®® ®®®® D CEDAR 6AF60AR05 ®®®® ®®®® 'BIIIR ShTs FRONT ELEVATION TYPICAL EXTERIOR T14K AS FACIA M SOFFIT W/GONr.VENT 1XB FREZE BD.W/1 V4"BED MOLDING 1X5 CORNER BOG(TYPJ 1X8 RAKES W/D 3 TRM BOARDS(fYP) W WATER TABLE(FROM ONLY) �,vu�mEciuRALsyI�lEs� DENTIL MOLDING @ FRIEZE(FROM 0" 1 1X4 WINDOW CASING AND 1 V8" SUB-SILL ONALL WINDOWS wwE LLIILUJ SLANG E5rMLED D6 GORNER BMROS(in) WN.GIES _ LLEJ SNGIES oil RGHT SIDE ELEVATION Patriot Builders � NlOIECt/CM'iER: SCALE: I/Q'_1'4)' FLEA ARE OFLS R9FOSED NEW VIE FCC asweaaffcaxs�r wre: VIWCS d9 HVlBORVEW RD. BAPISTPHI£.FN °RAWTh [SC SIEEf TITIF: EMWlN6 P. ELEVATIONS Al OF 6 1 i ....... -.. ..,a-. "3 _ .,�.._..- _ ., -+-ah� i,,, _ Tys - _ a„vs x�• ..�----.K.----» - ,. oaf __. a. }. ..� r-q�� y;� — �.. r-•— _�. _ — ____— • �,uaarecn�u�sar+aes� it As� sax Fs� wraTe azDAR s�a� M. LLU 000 0 gol ®® REAR ELEVATION (ARA$E ROOF BEVOFID LLULLU LCI TRIM ON L 8 Gl'E(IVDI . -WIQTE( AR S/¢F S rm W CORfER BOARDS(TYPj Patriot Builders FRO.1ECf/OMER: 5(µJ:: V9=I•-0' FKs°" MPD;ED raw Hor¢FM WDJ GLAI E oar DATE: MO FT�S ELEVATION owssom FD. DRAwrr. csc • 6+s� HA SI�TTITIF: DRAWIII6C ELEVATIONS A2 OF 6 DECK voxu-0 R° so 4•T SS P-( V6 e'b tff -- ' 3SV1 (G 61 T-O 9ea6 eaA�H ' I Sffi !.q l 112 BATH WALK-IN KITCHEN ss-fi-rt r IHOFnziNmvAr e . v s .�h a%Ba 0 0 'mExsWBou u � DINING ROOM wrusxcau+sN •.19NIU i (D •> s" ® GARAGE .. asxss p —._._. (`� V x6005i 1\�x]blbSW.&x/BO.E—.—.—lxfiD05 OxS SVt Fp Vl DIA41A� �'—'�� �.a'CRIG.SIIH W/fHY1E91 ..—..—•—. � 9 x DOe DOOi�ADWDr �p/ ONR(-0YPILIFDfilA rs FAME95 PORCH _ o M45TER BEDRDDM B'axBa § I LMNG ROOM I I I I § f 4 iWHt/Q; ' ❑ (nytexB!NxNF (1/AV NBIVHBJE 9xiphLf.N qN¢ 4xi MID4D WJ% rS 4 R § s � s 9a T-0 vo 7-0 fi.-0 T,Q 66 1'S s-T s'-T 3S 7-0 5-iG T'B- W-0 Y-0 16'S 16-0 FIRST FLOOR PLAN w-4 ®SMO*DETECTOR UANGAW.* Patriot Builders 1ST RMR 1741 SQ FT. - DaoaEn/owrtW: we : VS=1'4" n 2dD FLOOR 1691 S0.FT. MPOSED NEW WM FOR TOTAL WING AREA 7T32 SOFT. WOMAREC005SEY wTe I l GS 49 WAMOEW M oRAxVYx CS[ GARAGE GTG SO.FT. Bx ISTABE.n, SCREEN PORLH: 1E9SO.FT. x rT"': peAWINE GROSSRLOl. SOOSO.FT. •r�PTSr 7w I I-s•71" �3�� '� ,a wa ]a B.V B'd ]8 Bf 68 Va A a 4vht�tFb I \ . €3 Auess a BOTH a WNl W/4BOBW /,,SS I a� , BfDRDOtt 17 ! n A3OFFItE B'-0F 9'f b LoJ I A111G II a anscr m� I I ATTC --- ---' S+BI 7JW 6-0 a. ua xa W-0 Ya Patriot Builders ' NtD.AERrOw/tA: 5[IIE: VB'=1'-0' LEASE NEVI a MPOSED*W 11 M FM DAVDtaAwcw LEY wre: VI8/05 a�aa�D¢.Ew�. auwx csc - BvwsrAa�E,na oBnwirxx vtFr rmE: SECOND FLOOR PLAN A4 OF 6 _--- .urrw aaox -77 Fd aTar sa ➢J Bd I DECK AWVE I - I I I I J I Ie I I 4 m wviswg'x1 ran. mm R � xer®rac.nwmG(rro) fl cw¢aP weavfv R eo �1mrc,wro. 10'0M. T2 Tom' b'{ 9 rareK%FD SRS� 9 4 I @'®KPMb (3)m�rm�➢ Sao Sa➢ 58 6a, GARAGE r .. w mei.urra_o. (il mx eras➢ v+oi VAw roslvcwrroxnlna xrw,xssro s 'Anbwi�cxburoo N 2NG WIFD LV1r rA. TIHri I59/bMm4 C ➢.fR fa96Gl���A15 '��� Y� ➢dN wbe Woua Y RR W¢d 9 4 9 n I s — � I 9'1.0 WRM8i.M0.tle yam x�%➢.��% _ ILI4 4 a rw amtt 68 flBx�f6 ld' ➢d 98 id' ul! YC' w-P i x FOUNDATION PLAN ' .ro oe�./s,s..vrnmax brnc oe+sro.w�saID �IX9,6.(°Grox Patriot Builders R1f8MbKLBd Imo) worecrxownEa: scut: V8'.1'4' saF.xg.rtEvt u .fO405ED 1 101£PoR awaas➢r:cslsstEv wre: I IB flfa %➢xermoxvew�. awizT ru WW1'° cs[ ' 51fET mtF: oa.xwtr+sa Ut�D�10� t J 4,4 AG of Co • I e ' .........• ..J-�.- «,�a. �^-+ Cf �naS�-ns��srt.`G'T r"�z-�= Ti�.-a >.F�3� .:."�-`�_.�C Mc -r•t+r-e-+�� • ama ttnB srJT7 wsoL a �auxrFs AT11G .. .._.__..-. I Vol R.dDN91NYlR W! ' . iRPfRVBlf pFlw MYILROOFmsIB%.ld! 03Ie9JQ5rB _ . ]N R/Fl9G I16'Ot.w/VI I%i'02. ®t BFADQL I]014/A]ilLl W l vaorJBl.%nwun am+ats oPe rarB.rvrP� • � Pmarvw+r � � BEDRROH p7 Rb RT�WDCdI� 4 r16 RMVODDALm n 8 I x4ID W itlJ0615I Iw/mm aro Jasrs/ • Vol. %l91/DILN B'OF -_ __.9l8[EIDODWI4T YIWEBN® VT filE FGYtD BQ.vDW/R]1 OWwIQB W/BACMT 1rfVLF%IWOR WN1PIX510LT.Ort YUSMQW )W BnIL/KOS.WRAeCiUtt11. (MTw tO STPIhILFMII4 VJ'm.F%IFitIF9FAMG1YM0: � Ma EN Lm%IZOOH Rr�aamswrvw+rJ 1116I RBEDROOM' H45 II9ATH R <� � P160.WQODEIED if 1fG0.YGM0dl6 z N 1%wrBm Sro JOt5l51 � IwleDm AW Jp5150 ' BRV_91AIUN BDILl�wM s� DBvs rnxQ m rnnn�x BK BffT � ��Tw s rir%�¢iw.wnuWi mirt.v.T. BMSEMEM sTVRu to win.rTtWisafrlrrrxQ%reos 545EHEM C �� IsaosoN c%'%viwr.¢rFD - - �(EwODW.@IlWW6 3P%BPxII 'a%PG BUIw QM'PNDORRB83DNLimE frAlG 9/I)w . fOroILIED50L5 6I9M.['DSOL$ f4NL.FTB. BttwO 90'NW%II GR0155 CIION GR055 51C ION � I Q OL 6]1KiJ0615 � IB•Qi.wiww%iw.. ' mrKrtaoFrixsmawrt � - ' S � I aW w/PasIwBL.wive � racswiaxeulmTs.sQmFnwi 8 Y TI6 R'NtgDAlm Ad0.E5 ahll HP3TRNfR i Vol. D STT9E%BVB -B e/JumB - ,vJ.w%1%sl®na ProrK RxRacaWwJ.DaBrmLrwre w w.Y£ wsnmslw'D.G.-B Fax/xwx na...r.. wnu.snnvaa%/rouassv� in 6AFA6E vJ cwaamnRsis n�oastuw� G<DV 51Bf%FS(QUDa�sw FRorPp RanTi.�� (L X%.bP.i.� OKJIttKY FNFR 4'k'u4%M� Gi p%•� e 'WIL SIPBW/i7ffR P�wr.�P�� rasim wtav%cimsoR.s r.=.•-•,•, "'_�. 11 T Patriot Builders � 6Cw081t/%a.WN%$w/fONf.R.L % e Oi.��M nGRO555EGT N h �RNEW/BABEIVIMGNRBIS 9�6 J IEAOL wr!%V Lwf.%flED �— �`L *:n�• RtQ]ER/OWIL: SAIEVL40 • RROPOfD nfw lU/E FO Dvw6as cwsIR wre: VI8/05 MV100T2W 1�. /1 9EGk'pE'(hll� aVO+sVH1E rH DR,%xrta csc '�` GRO55 5ECnON5 A6 OF 6 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a) V9 Parcel iA \ Permit# _ Health Division _ /°I QS hL1U1.SeWe_r Date Issued Conservation Division . ' 6� Application Fee Tax Collector / Permit Fee Treasurer Planning Dept. CONNECTED SEWER ACCOUNT Date Definitive Plan Approved by Planning Board 70 Historic-OKH Preservation/Hyannis Project Street Address \A 0,� \C�0,r V �� o Village Owner Cyoc %,% Address 115 \,w �-\0,r-ZA\C- \'''ym _ Telephone O at) Permit Request Square feet: 1st floor: existing_` W proposed 2nd floor: existing proposed Total new Zoning Distric � Flood Plain Groundwater Overlay Project Valuation 0 Construction Type Lot Size %C4 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family'�f— Two Family ❑ Multi-Family(#units) Age of Existing Structure �� v-24S Historic House: ❑Yes Ig Vo On Old King's Highway: ❑Yes 2fNo Basement Type: ❑Full ILCIrawl Walkout ❑Other easement 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:-A Gas ❑Oil ❑ Electric ❑Other, < I Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal---stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existi` g ❑new size. c Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial .❑Yes O No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name` Q&y :v-* ;\a. s Telephone Number 6!�a 4/,C,- o �7 Address_ '�'0V�-,q-2-2 License# Cho Home Improvement Contractor# Worker's Compensation# 11 b\ ao g0Y1 LW ALL CONSTRUCTION D RESU G FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE hf h° S I `I r FOR OFFICIAL USE ONLY xr a ►f e PERMIT NO. . DATE-ISSUED MAP/PARCEL NO. . ADDRESS VILLAGE , OWNER i DATE OF INSPECTION: FOUNDATION FRAME i ' I , INSULATION FIREPLACE ELECTRICAL: ROUGH ' � FINAL'* m PLUMBING: ROUGH ? FINAL GAS: ROUGH ® FINAL' FINAL BUILDING a DATE CLOSED OUT , ASSOCIATION PLAN NO. oFt ,aY Town of Barnstable _ Regulatory Services B Thomas F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, IJyamis,MA 02601 www.town.b arustable.ma.us office: 508-862-4038 Fax: 508-790-6230 ' Property Owner Must Complete and Sign Thus Section If Using A Builder as Owner of the subject property hereby authorize`�C �r��w \c 5 to act on mybehalf-, in all rriatters relative to work authorized bythis building permit application for: (Address of job) ►d J Signature of Owner Date Print Name n.o�varc•nwNRRpFRMTCRTON " o N 0 0 cr. 7d .sa Map Parcel � - --- -- 3Iq - .46 0 .a. 0 61 Acrbor View Rood od d 49 Harbor View Road .b Barnstable 1 aExisting ccrrtaction is 5DR35 S. Existing may be used for future corx-section / °' �I A disconnected Jan 13 , 05 X _ o w �� o TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION G2C� Map Parcel Permit# &0 /o� Health Division Date Issued Conservation Division Application Fee TOQy f - Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address -U, !? /4 4_r L e ,2 ;e r.; P, Village _3 !Z 6 OwnerL.0 y 1 r �Y 6 Iss to Address��c.,1-4 Telephone � v Ic LC Permit Request /�e c9 _Svc '� 'Y.7 q 2y-f�� I ke 1-1 o h a ►- a Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes ❑No On Old King's Highway: Cl Yes ❑No Basement Type: ❑Full ❑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: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning.Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �c 'r �c .�- �e I'L k < Telephone Number SO 0 -Q -7 ?J Address L 3 7 w� k License# rA Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO NATURE DATE I--Zia !Z /may FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED , MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 7NE'T���n TOWN OF BAR.NNSTABEE I EAE 4A.BLE, NAGS. f Mac BUILDING G INSPECTOR _. �a a' APPLICATION FOR PERMIT TO .......... -.112,�.riC�i�.....�.......,U..we.'/.�.��5................................ TYPE OF CONSTRUCTION ......... ....=........�. ,Y ....... .,.......... '�C�!%�......................... Z./...............9..4 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: TT Location .........©1...s7; ..... Ole....//.!` /.5..�. ......... ?�i2,�l/.......�....;..../ ............................................. ProposedUse ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner / �..0 1:. � /CI�SQ�cJ�,.. �1 ............Address .C/, s .�% !?� �f�� 4�> /l.�i?Z..... '`.�/i✓.. Name of Builder <%'Z:i.C/�5�......................................Address........ . .. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms Foundation ... G..��C!l�.... ,.. !z�'w,l .................................................................. ........... .. .................. Exterior ... c►C�a /�«d „.S.......................................Roofing s � ....h ... . ....... Floors .Interior ........ `�r!t1gG /lfL........<..::.............. ................................................................... Via` Heating ... .. ... .. . ....f....l�l�.........................................Plumbing .................,����......1�:4�1ZJ.�L........................... s�a Fireplace ......... ...... !JG.........................................................Approximate Cost ....... .................................. ........................ Difinitive Plan Approved by Planning Board ________________________________19________ . Diagram of Lot and Building with Dimensions / �- 0 z' s Y I � I I I. o v L� DL �r' agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above . instruction. �-- Na ... ................... ...... .. ..(............... Erickson, Carl-0. Jr. i No ............ 12 6.. Permit for .......add. ... ... to single. . 1 ... . .... ... .... ........ family dwelling k E Location'-'I...Harbor. View Road....................... f Barnstable t ......................... .... ............................................... Owner Carl 0. ERickson, Jr. i Type of Constructionframe ........................................ .„B... Plot ........................ Lot ................................ (J 1 Permit Granted March 18 69 . / ................................19 119 Date of Inspection ... . ............. .1�.........19 69 Date Completed .. ...................................19 'r �r9 PERMIT REFUSED i ................................ ............................................................................... E .................................................................... . ........ i t ............................................................................... I i ............................................................................... i Approved ................................................ 19 ............................................................................... ............................................................................... r `I NOTES: ASSESSORS MAP: 319 PARCEL: 46' �P GC'D LOCUS CP+y CURRENT ZONING: RB A�- 1. VERTICAL DATUM: ASSUMED MINIMUM BUILDING SETBACKS: N 2. MUNICAPAL WATER IS AVAILABLE. 1V FRONT. 20 1 SIDE: 10' REAR: 10 i 3. CONTRACTOR TO VERIFY.LOCATIONS OF ALL UTILITIES PRIOR TO � FLOOD ZONE: C CONSTRUCTION. a CO MMER 4. HELD SURVEY BY BENNETT&O-REILLY, INC., BREWSTER, MA. CE ROAD II I �I LOCATION MAP it LOT B (15,914 SF +!-) EXISTING DWELLING / .... •,., 109 TO BE REMOVED AND / 00, REPLACED AS SHOWN '••.. •- (top of foundation = 14.56) , h o 1 15.7 c SEWER MANHOLE{ 44 12 DECK SCREEN C� p PORCH C RO \ BH 76 J , *4 A S �L FD b - •o , ��. '� EXISTING SEWER CONNECTION PROPOSED (STA 5+32.5, APPROX. 6- DEEP) 4 BEDROOM S 5.6 DWELLING PORCH •0f 14 1 ,. Ci.�r. GARAGE t G? u v i'r _ 6 - • ` 1.. . :. Al 10, ' 24 3 1 17* PROPOSED DWELLING I .0t 3I, wG d I , its, q �••.,a, '•••.,, � �t0� N ,14 \ 14.6 Ip944 o W 1OCT 2 12004 OFBARNSTABIE / TOWN PRESERVAT{ON l HISTORIC { 13.$ i BENCT1MARK AT CONCRETE BOUND SITE AND SEWAGE PLAN I, ELEVATION = 13.64 t L LOCATION: CONTOUR: — — �, VIEW ROAD EXISTING o nOF �� � 49 HARBOR VI PROPOSED CONTOUR: ---------------•-.-.. .------------EXISTING SPOT ELEVATION. S � .�2_.5 BARNTABLE AgA PROPOSED SPOT ELEVATION: 25.5 TEST HOLE. UTILITY POLE: —{}- PREPARED FOR FENCE LINE: - - PATRIOT BUILDERS HYDRANT: �- S 20 / ' RETAINING WALL. r Z'"�--� HOMAS Mc LLAN, P.E. SCALE: 1 DATE: 1G-20-04 P.O. Box 1163 Phone&for,5W385 3426 REFERENCE: PLAN BOOK 93. PAGE 63 Bast De mi,,MAi.-02641 gmcldWA) mcMAld JOB#M4-05