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0180 POND VIEW DRIVE
ESO 1�� � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-2-� Parcel 03. Application # 62d/ 30 K Health Division _ Date Issued' 3 Conservation Division 4 Application Feed Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address ry /Dn eW D K Village_ Cen te'ro 11e Owner 6n em ut efYM Address f �DY)d I/I tw Telephone 5D�- nJ-3p7%2 Permit Re uest ! I nClO r dDQ cS I I M C v\) Square feet: 1 st floor: existing 4LOM roposed _/__2nd floor: existing proposed Total new Zoning District Flood Plain 1 Groundwater Overlay Project Valuation �S��y Construction Type ODc� Lot Size ° `� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure M5 2 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: AEI Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) :'03 S r Basement Unfinished Area (sq.ft) t 8�06 Number of Baths: Full: existing 2- new Half: existing 10 new Number of Bedrooms: 4 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas Ybil ❑ Electric ❑Other Central Air: W1 es SIN Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ ing ❑ �w Re_ Attached garage: dexisting ❑ new size _Shed: 3/existing ❑ new size _ Other: n o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' Commercial ❑Yes ❑ No If yes, site plan review# o Current Use Proposed Use � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name PGA/4�� C 16, elephone Number L17 7-h"7 7 Address 15-3 ea-m 2Cnr-r CF/. License # R4V,740PE 02(Q 11:— Home Improvement Contractor# tf, tJ� Worker's Compensation # g1 I Z OS I &"112 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ti DATE ISSUED i MAP/PARCEL NO. r r ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAMEg�h i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 4 ASSOCIATION PLAN NO. 4 t i- REScheck Software Version 4.4.4 Compliance Certificate Project Title: Perry Residence Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Alteration Conditioned Floor Area: 0 ft2 Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 180 Pondview Dr. Capewide Enterprises Centerville,MA Maximum UA: 69 Your UA:58 Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss _ ___ --- Exemption:Neither sheathing nor insulation is exposed. Wall 1:Wood Frame,16"o.c. 320 21.0 0.0 8 Window 1:Wood Frame:Double Pane with Low-E 120 0.290 35 SHGC:0.00 Door 1:Glass 53 0.290 15 SHGC:0.00 Compliance Statement. The proposed building design described here is consist e with a building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designe tome the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with datopLwq&ements listed in the REScheck Inspection eckli Name- le ig a Date Project Title: Perry Residence Report dater 09/19/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Perry.rck Pagel of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. �. v 'Plans Verif d ¢Field Venfred`., f � :# - 20091ECC Pre-InspectionlPlan Reviews: Complies?_ Corn menCslAssumptions Value1 ;Value .* 103.2 ;Construction drawings and , ❑Complies [PR1]I documentation demonstrate energy 4 ., : a ❑Does Not Comply code compliance for the building r > ❑Not Observable :envelope. ❑Not Applicable 103.2, Construction drawings and 4;a4, ❑Complies 403.7 :documentation demonstrate energy r ; ; L p []Does Not Comply [PR3]1 ;code compliance for lighting and —]Not Observable mechanical systems.Systems serving : t multiple dwelling units must . : 4 e .;Y: ❑Not Applicable demonstrate compliance with the .. . . ;commercial code. ,£ 403.6 Heating and cooling equipment is Heating: Heating: ;❑Complies ' [PR2]2 sized per ACCA Manual S based on Btu/hr : Btu/hr :❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: :❑Not Observable approved methods. Btu/hr Btu/hr ;❑Not Applicable t Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) '3 I Low Impact(Tier 3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Perry.rck Page 2 of 7 �t s 2009 IECC Foundation Inspection" ,Complies? * F z Corriments/Assumptwns e #r: r 0 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not Comply: I. I and extends a minimum of 6 in.below,❑Not Observable grade. :❑Not Applicable 403.8 `Snow-and ice-melting system 1❑Complies [FO12]2 controls installed. :❑Does Not Comply; . U :E]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier.3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Perry.rck Page 3 of 7 Plans Vetified; Field Verrfied "' r 2009 IECC Framing/Rough-in Inspection Value . Complies?,. aCommentslAssumptions. Value n �.. _ ,.. . 402.1.1, ',Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies table for 402.3.1, average). ;❑Does Not Comply:values. 402.3.3, 402.5 ;❑Not Observable [FR2]' '❑Not Applicable 303.1.3 ;U-factors of fenestration products are _" F ``" ` ❑Complies [FR4]' determined in accordance with the A. ❑Does Not Comply _ I NFRC test procedure or taken from ' ` ; the default table. 7. ❑Not Observable ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- " U- ;❑Complies ; [FR8]' space have a maximum fenestration :❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. :❑Not Observable New glazing separating the sunroom ❑Not Applicable :from conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- ;❑Complies [FR9]' :space have a maximum skylight U- E❑Does Not Comply factor of 0.75 in Climate Zones 4-8. '❑Not Observable :,[:]Not Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting t,. ._ ❑Does Not Comply; AAMA/WDMA/CSA 101/I.S.2/A440 or a [:]Not Observable has infiltration rates per NFRC 400 a. r . r ❑Not Applicable :that do not exceed code limits. 402`4.5 pp IC-rated recessed lighting fixtures s f. ❑Complies [FR16]z t sealed at housing/interior finish and .•., Win% _ ;❑Does Not Comply labeled to indicate 2.0 cim leakage at Jrk ❑Not Observable 75 Pa. '.$k •. # + �.= ❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- ; R- ;❑Complies [FR12]1 I R-8.All other ducts in unconditioned R R_ :[]Does Not Comply ;spaces or outside the building ; ;ONot Observable ; envelope are insulated to R-6. I ;❑Not Applicable 403.2.2 All joints and seams of air ducts,air � ❑Com lies FCO[FR13]1 (handlers,filter boxes,and building " { .,r ❑Does Not Comply: cavities used as return ducts are rr ❑Not Observable sealed. ❑Not Applicable 4032.3 ]Building cavities are not used for ]Complies [FR15]3 supply ducts. a El Does Not Com Py; ❑Not Observable ; + ❑Not Applicable 403.3 HVAC piping conveying fluids above R- ; R- ;❑Complies ; [FR17]2 105 IF or chilled fluids below 55 OF :❑Does Not Comply are insulated to R-3. :❑Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are; R- R- ;❑Complies [FR18]2 insulated to R-2. :❑Does Not Comply! :❑Not Observable ❑Not Applicable 403.5 l Automatic or gravity dampers are � ` , a ❑Complies ; [FR19]z installed on all outdoor air intakes and ,,; , , __ ❑Does Not Comply exhausts. ;., :, ;; •• ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2` Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Perry.rck Page 4 of 7 f I Plans Verified Field Verified . : r a. 2009 IECC Insulation Inspection Complies?� Comments/Assumptions Value Value . x p 303.1 All installed insulation is labeled or they " ❑Complies IN 13 z installed R-values provided. yh� ( ] p ❑Does Not f ❑Not Observable Comply: El Not Applicable 402.1.1, Wall insulation R-value.If this is a ; R- ; R- ;❑Complies ;See the Envelope Assemblies table for 402.2.4, mass wall with at least''/z of the wall ❑ Wood ❑ Wood ;❑Does Not Comply values. 402.2.5 iinsulation on the wall exterior,the ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior insulation requirement 'applies. ❑ Steel ❑ Steel ;❑Not Applicable ; , , 303.2 "Wall insulation is installed per ` ❑Complies ; [IN4]' 'manufacturer's instructions. p' „ rw ❑Does Not Comply ❑Not Observable IE]NotAppliGable 402.2.11 {Sunroom wall insulation has a R- R- ❑Complies [IN8]' 'minimum R-value of R-13.New walls :❑Does Not Comply O ;separating the sunroom from 'I❑Not Observable conditioned space must meet code ❑Not Applicable requirements. 303.2 Sunroom wall insulation installed per ❑Complies ' [IN9]' manufacturer's Instructions. ❑Does Not Comply r ;.. ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- ; R- ;❑Complies [IN10]' 'R-value of R-19 in Climate Zones 1-4. 1 :❑Does Not Comply; ;and R-24 in Climate Zones 5-8. ; ;❑Not Observable ❑Not Applicable EN ;Sunroom ceiling insulation is installed ' r `" ❑Complies ' 'per manufacturer's instructions. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Perry.rck Page 5 of 7 Plans Verified : Field Verified ' r. r 2009 IECC Final Inspection Provisions Complies?, CommentslAssumptions, p, Value x Value Q ., 402.1.1, ;Ceiling insulation R-value.Where>R-; R- R- ;❑Complies ;See the Envelope Assemblies table for 402.2.1, 130 is required,R-30 can be used if :f❑ Wood ;❑ Wood El Does Not Comply values. 402.2.2 insulation is not compressed at eaves.;❑ Steel ❑ Steel ❑Not Observable ; [Fl1]' ;R-30 may be used for 500 ft2 or 20% ; ;❑Not Applicable (whichever is less)where sufficient space is not available. 303.1 1.1, ;Ceiling insulation installed per DC lies ; 303.2 manufacturer's instructions.Blown z ❑Does Not Comply [FI2]' insulation marked every 300 f:2. :r []Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door insulation ; R- R- ;❑Complies [FI3]' I R-value of the adjacent assembly. ; :❑Does Not Comply ;❑Not Observable ;❑Not Applicable 402.4.2, .I Building envelope tightness verified ; ACH 50= ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<7 ACH :❑Does Not Comply [FI17]' ;at 50 Pa.This requirement may instead be met via visual inspection, ; ;❑Not Observable in which case verification may need to ; ❑Not Applicable ; occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ;: ❑Complies [F18]: gasketed doors and outdoor 0_ r. ❑Does Not Comply combustion air. ;,• xt ❑Not Observable ; 'r _: ❑Not Applicable 403.2.2 1 Post construction duct tightness test cfm cfm ;❑Complies [FI4]' result of 8 cfm to outdoors,or 12 cfm :❑Does Not Comply across systems.Or,rough-in test ;❑Not Observable result of 6 cfm across systems or 4 :❑Not Applicable cfm without air handler.Rough-in test ;verification may need to occur during Framing Inspection. ; 403;1.1 Programmable thermostats installed . 1 ❑Complies ; [FI9]2 on forced air furnaces. ❑Does Not Comply _. : - .' ` `� : ❑Not Observable ; Z, r'❑Not Applicable 403.1.21 Heat pump thermostat installed on ❑Complies [FI10]2 heat pumps. ❑Does Not Comply ❑Not Observable []Not Applicable 403.4 Circulating service hot water systems ❑Complies F [Fl 11]2' have automatic or accessible manual ❑Does Not Comply: controls. _ ;.. a T h # � ❑Not Observable , []Not Applicable 403.9.1 ?Readily accessible switch on heaters ; „ q [Fill for swimming pools. - 4 ❑Does Not Com I ' ❑Not Observable JE]Complies []Not Applicable 403.9.2,. Timer switches on pool heaters and t ❑Complies [FI19]3. 3 pumps are present. : « :❑Does Not Comply J: ❑Not Observable � �' �, • � � I❑Not Applicable 403.9.3 'Heated swimming pools have a covert/ l 9 P ,. ;. ❑Complies [FI2013: ;Covers on pools heated over 90°F ❑Does Not Comply are insulated to R-12. & ` " ] u s;❑Not Observable ❑Not Applicable 404.1 ;50%of lamps in permanent fixtures f �, ❑Complies ; [FI6]' are high efficacy lamps. =-e. , >' ❑Does Not Comply ,g.,4 iot ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) `2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebizl0\Documents\REScheck\Perry.rck Page 6 of 7 f Plans Verified Field Verified 2009 IECC Final Inspection Provisions" ` Value Complies?" me CommentslAssumptions Value 4. 401.3 Compliance certificate posted. ;, + ❑Complies [FI7j� � + '; 4 ��' v ❑Does Not Comply; ❑Not Observable ❑Not Applicable 303.3 A Manufacturer manuals for mechanical '`'` ❑Complies [F118]3 . and water heating equipment have ❑Does Not Comply been provided. r ❑Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Perry Residence Report date: 09/19/13 Data filename: C:\Users\petebiz10\Documents\REScheck\Perry.rck Page 7 of 7 2009 IECC Energy Efficiency Certificate Wall 21.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: 71 Name: Date: Comments: A WCGuide.to Wood Construction in High Wind Areas: ]10 mph Wind Zone Massachusetts Checklist foi Compliance(780 CIMR 5301.2.1.1)' rat Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).............................. ....................................... ...... ....... ............ 110 mph -�4 Wind Exposure Category................................................................. ................................. ...... ..................B 1.2 APPLICABILITY Number of Stories .................................. .......................(Fig 2)............................ -0stories 52 stories v RoofPitch ..................... .................................................... ..(Fig 2) ..... ................... ................. 3 5 12:12 MeanRoof Height ..............................................................(Fig 2)... ............................. ......;LQ ft :5 33' BuildingWidth,W....................................... .....................(Fig 3)................................................7-5-' ft 15 80- BuildingLength,L ........................................................_...(Fig 3)..................... I - ........ .................. ft :5 80 Building Aspect Ratio(LNV) ..............................................(Fig 4)......... 2 ............................ :5 3:1 ................................. v Nominal Height of Tallest Opening (Fig 4)............................................. s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).............................................................. v 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................................ ........ ConcreteMasonry..................................... ...........m............... ......................... ............................ 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative,in concrete only Bolt Spacing-general..........................................(Table 4)..............*............****.......... :5�1L in. Bolt Spacing from endrjoint of plate ............................(Fig 5).......... ............. to- . in. 6"-;12" Bolt Embedment-concrete...................I......................(Fig 5)........................................ ........1-7-in-z 7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.2:15- PlateWasher..............................................................(Fig 5)....... ............ ......................... 3"x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ........................ ......(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension................................._(Fig 6)..............................—Its 12'or L/2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6):................ ................I...... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................... 0 ft 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...... .......................................... V ft :5d, FloorBracing at Endwalls.................................:............._.(Fig 9)................................................................. Floor Sheathing Type .......................................................(per 780 CMR Chapter 55)........................ ..7 LOP Floor Sheathing Thickness..................................I.............(per 780 CMR Chapter 55)......................014-in. Floor Sheathing Fastening..................... .................... (Table 2)..$d nails'at_5� in edge field 4.1 WALLS t Wall Height Loadbearing walls....... ....... ...............................(Fig 10 and Table 5)........................... 510, V= Non-Loadbearing walls................................. ...........(Fig 10 and Table 5)............................10 ft 5 20' Wall Stud Spacing .....................................................(Fig 10 and Table 5)...................lip in.:5 24"o.c. Wall Story Offsets ................ ...... .......... .....(Figs 7&8)...... ...................... ...... 0 ft 5d 1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls......... .................................. (Table 5).............................:2x ZrftO in, V/ Non-Loadbearing walls...........................I........ ...(Table 5).... ........................2x- - -6 -V I-ft—in. Gable End Wall Bracing' Full Height Endwall Studs......'............ ....... .............(Fig 10)... ....... .......... ............................. WSP Attic Floor Length....................:...........................(Fig 11)............I ........ . ft>013 Gypsum Ceiling Length(if WSP not used)...................(Fig,1 1)_...... ..................................... .11 ft z 0.9W ..... 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)......... ........... .... .......................... Double Top Plate Splice Length ................... .................... ........... T...(Fig 13and Table Splice Coq.nection,(no.of 16d common nails).. ....(Table 6).-...... ........... ... ... ....... .......... AWC Guide to Wood Construction,in High Wind Areas. I10 mph Wind Zone )Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table.7)................... ...........:......,.................. Non-Loadbearing Wall Connections — Lateral(no.of endnailed 16d common nails)..........:....(Table 8)................_.. / Load Bearing Wall Openings(record largest g openings r • mpl.... -re.....T.a.bl' )' 7 V. Header Spans .......................................................� openin but check all o enin s for com liance to Table 9 .(Table 9)................................left d in.5 11' ✓ Sill Plate Spans .......................... .............................(Table 9).................................. 0 ft_in.s Full Height Studs (no.of studs)......................... .... .. Non-Load Bearing Wall Openings(record largest opening but check all openings for complia cen to Table ) / Header Spans.............................................................(Table 9)..................................Plate Spans.......................... T ft in.5 12' ......................:........( able it 9).................................. 0 ft o in.5 12" Full Height Studs(no.of studs)....................................(Table 9)...... .......... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ..........................:...........:...........::........................ty r d 5 6'8" V Sheathing Type......................:......................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less).:...................... 3 in. Field Nail Spacing........................................(Table 10)............................:....::....:......... Shear Connection(no.of 16d common nails)(Table 10)...........................................:...::.....:.Percent �- Full-Height Sheathing g.......................(Table 10)..................................................'�� ° i7_ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..........., Maximum Building Dimension,L """"' Nominal Height of Tallest Opening2..... ......... ..............................:......._................:..6�5 6'8^ Sheathing Type........................... ......._..........(note4}...................................................... tau510 Edge Nail Spacing.........................................(Table 11 or note 4 If less)........................ 3 in. Field Nail Spacing.......................... . ... . ......(Table 11)...........................................::.... i Shear Connection(no.of 16d common nails)(Table 11).................. .......................... ..:......... Percent Full-Height Sheathing:......................(Table 11)...................:.. /° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).............:....... Wall Cladding — Rated for Wind Speed?................................. / 5.1 ROOFS Y— Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Web! Roof Overhang ......................................... .........(Figure 19)..............�Sft 5 smaller of 2'or L/3 ' Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)....:.......:...............................U= I10 plf Lateral....................................:........(Table 12)......................... ....L=M plf Shear.................................. . able 12 Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).............................T=11j?pIf Gable Rake Outlooker.........:...............................(Figure 20).............:•S^ft 5 smaller of 2'or U2 —,7 Truss or Rafter Connections at Non-Loadbearing Walls — — Proprietary Connectors Uplift..............................................:.(Table 14)............................................U=1 17 Ib. ✓ Lateral(no.of 16d common nails)...(Table 14}.......................................L Roof Sheathing Type................................ .................(per 780 CMR Chapters 58 and 59).................. j�5 Roof Sheathing Thickness....................................................... ................................ in.z 7..... .' Roof Sheathing Fastening............:...........7... .....(Table 2).......................... Notes: _ 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the 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 2. Exception:Opening heights of up to 8 ft.shall be permittedwhen 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.i.l)t 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b.- Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii: On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment r . } AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for,Cornpliance(780 CMR 5301.2.1.1)' • "W'H�h1 THIS EDGE RE3T3 ON ' FRAMING USE 8d MAX$ AT6'o.G It t I L - it 11 11 t - t1 1r 1 .0 11 11 K t .R Il H jj le Go14 to qr el 11 to V 11 1 et w j� Il 1 t it er p� 1 8. IJ 4r dr It l� I1 t1 �a 1 - 14 II t rI tl 11 • !1 11 1 i NAILSPACING i i PA*L_ _ 1, See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Tom''erry.,Building Commissioner 200 Main Street, Hyannis,'MA 02601 N ,.#own.barnstable.rna.us Office; 508-862-40 8 Fax: 5U490-6210 Trope ,Owner Must. Complete and San This Section If Using A Builder as Owner,of the s abject property rereb au hmrize 6#ZP 0106 �i1/T� to act on m behalf , in flit hitters relative to,work authorized bytb s ,��d�g pes r t appliczt10n for: . i p� (Adddess of Job) j i A ; gna��rz of C?wner Late IF i i 2, 1m Name ; i . i I i . I i I i I TOWN OF TA BLE. a GENERAL NOTES: ' A.1.Before final Drawings and Specifications are issued for - 5 —auction,they shot ba submMe f to all governing building REFER TO 2009 IRC agencies to insure their compliance with all applcable local and F nationalcodea,acutlediscrepancies InDravdngaarWror - STH EDITION MASSACHUSETTS P 4 Specifications appear,the Designer shall be notified of such 6 discrepancies in writing by Builder or building official,and _ O allowed to alter Drawings and Specifications so as to comply r - - .. N with governing codes before construction begins. 2 Up--carmen receipt of approval from the govern ng official, //T�`� pthe Build. final Dravnngs and SpeGthcatwns shell ba wbmiRetl - lJ to the Builder by the D 9 - _ C 3.If code tl screpandes are d tired during the construction - _ process,Designer shall b tired and allowed ample time[a - - ® $/'( - N emedy sa tl dls—pan \if!I C 5 t� .O 4 All work pert—d!shall comply with all applicable local,state •. and national building codes ordinances antl regulations.and all the,authorities having pnsdie ion. - n N s N B.All contractors,wbconaactors,suppliers and fabricators,shall be responsible for the content of Drawings and Specifications and for d the supply and design of appropriate materials and work _ •- .- performance. - 4 C.All manufactured articles.materials and equipment shall be applied. . installed,erected,used,cleaned and conditioned in strict _ R caordance with maneoptionof cvmmendandsh �Q3 D.All alternates are at the option of the Builder and shall be at the Builders request.constructed in addition to or in lieu of the s typical construction,as indicated on Drawings. FRAME OVER AND UP TO C'} E.SPB Designs n tat responsible for any plan discrepancies. .EXISTING SHED ROOF Z Builtler&Homaovmer to review dens before stars of construction. H 12 . VERIFY PITCH 3 .-.INFIELDu):Dx J E XSTING W U) O O (7 PATIO 't Q Z CQ F L� a0 �ug � z ca a N RIGHT ELEVATION o LEFT ELEVATION Z 0 Q ® > O. z W MME OVER AND UP TO cc SPNG SHED ROOF1111 Hill ill 11 Z 0 W cc TCH EXIST.CIS ~ ) Q OOF=r,. Q Q LU W L o cc a- z cc0LU ® ® ® ® a a m v VERIFY NEW W SDNE rN'�1'O' '.i HT.IN FIELD TING PATlit DA DaAwN.BY PAB REAR ELEVATION --a -NUMBER Al a:Om'RiGM SPB DESIGNS R013 O O O O EXISTING DN KITCHEN W U c • I o e ---- w m EXISTING EXISTING EXISTING EXISTING EXISTING r n EXISTING/ PASSTHRU d KEEP IXIST.FLOOR v O- DOO ODOD DD DOO DOD DOO NOTE NEW EX6 WALLS n TO E:BUILT AT 16.O.C. ;EXISTING NOTE.MATCH NEW. SGD AND ' WINDOWS TO EXIST SIZES :SUNSSUNS ROOM ` DOD�DOD �OoODOD�DOo C¢ � IXlsTwcwuL-o .. m , MMCH EXISI.GIASS ' OD EXISTING PATIO�D�DODO RGOF PANE 5 I (� D u U _.. Q o -- - - '----- - Z Z a g m H QDOo DOD DOo DOD�Oo DODnD oOD DO�sczucwz D D D�D n w u) o O �. �JV - �Z T11~ N 0V o W Ian: D DOD DOD DODO 'Ind D DOD ODODOD/1nOD DOD - LL Z LU XI STING PATIO Lu �Oo DOD DO�DOo DOo��Llo pllo DODODOo DOo Q OD DO SOD DOo DO PROPOSED FIRST FLOOR E IS IN HOC F ICIVERUY p C p w ?$ O z or Q� m y I Odd'�p 3LL II II Oi p w J w z II II Iy - W W, 1 � 11 I I 4y- fn ¢ Z CC S I I 11 w a. m D_F 11 II cc LLI ip LU n n D_ a. V n n DATE 9/19113 2X8 RAFTERS(a 16"O.C. wN By 'PAB ROOF FRAMING PLAN RE BIDN6: w ANGNUMBER A2 GOPYPIGMT BPB DE61GN6 20t3 b, IS IN ROOF OVEI UY 1 , 1 , 1 , , 11 11 II II - O 'F7 LL Z . ,CL I a 1 r II � , o � Mtn II II Qw � a II II > cn U) II II O Z Z II II J Z II II x � � II II, LLw z a it II II II II � II H N ' I 2X8 RAFTERS @ 16" O.C. _ ROOF FRAMING PLAN J h FRAME OVER AND UP TO EXISTING SHED ROOF 12 VERIFY PITCH 3 IN FIELD ILA LEFT ELEVATION- i h - I j/ 1111111 Hill 11 111 1 1 1 1 1El Fi �\ FRAME OVER ANO UP TO ' EXISTING HED ROOF MATCH EXIST.GLASS ROOF PANE Lij I gum VERIFYNEWWA . Ild I 111111111111111YIP1,11,11HT.IN FIELD y.,EXISTING PATIO REAR ELEVATION ®Boise cascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\HEADER - — Dry 11 span I No cantilevers 1 0/12 slope Friday, September 12, 2014 BC CALCO Design Report Build 3272 File Name: Capewide_Perry . Job Name: PERRY Description: Designs\HEADER Address: 180 PONDVIEW Specifier: City, State,Zip:CENTERVILLE, Designer: Customer: CAPEWIDE ENTERPRISES Company: Code reports: ESR-1040 Misc: , , BO 04-06-00 B1 Total Horizontal Product Length=04-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 169/0 49/0 B1 169/0 49/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 04-06-00 50 .12 01-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos..Moment 223 ft-Ibs 5.3% 100% 1 02-03-00 be verified by anyone who would rely on End.Shear 143 Ibs 5.9% 1000%, 1 00-09-04 output as evidence of suitability for Total Load Defl. L/999(0.007") _ n/a n/a 1 02-03-00 particular application.Output here based Live Load Defl. L/999(0.005") n/a n/a- 2 02-03-00 on building code-accepted designproperties and analysis methods. Max Defl. 0.007" n/a n/a 1 02-03-00 Installation of BOISE engineered wood Span/Depth 7.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide ' or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Hanger 2"x 1-3/4 218 Ibs `,_n/a 8.3% Hanger CALC®,BC FRAMER@,AJSTM, B1 Hanger 2"x 1-3/4" 218 Ibs n/a 8.3% Hanger ALLJOISTO,BC RIM BOARDTM BCI®, BOISE GLULAMTM,SIMPLE FRAMING Notes' SYSTEM® VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Design meets Code minimum(L/240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(L/360)Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1")Maximum total load deflection criteria.. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. a j Page 1 of 1 fl ItT)BolseCascade Single 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP RafterlRAFTER Dry 1 span I No cantilevers 1 3/12 slope Friday, September 12,.2014' BC CALC®Design Report 16 OCS Non-Repetitive Build 3272 File Name: Capewide_Perry Job Name: PERRY Description: Designs\RAFTER N '' Address: 180 PONDVIEW Specifier: City, State, Zip:CENTERVILLE, Designer: Customer: CAPEWIDE ENTERPRISES Company: Code reports: ESR-1040 Misc: 1-13 12 3 5 q I 11 I I I . �:., .fig '-x _ �; '� 5t tPc Ni 29 BO 12-00-00 61 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live. BO, 3-1/2" 341 /0 240/0 405/0 B 1 334/0 235/0 396/0 Live ;Dead Snow Wind Roof Live OCS Load Summary - Tag Description Load Type Ref. Start End 100% 90%•. 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 12-00-00 15 50 16 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-06-00 02-06-00 169,. , 57 n/a 3 Reaction,from Desi... Conc. Pt. (Ibs) L 02-06-00 02-06-00'169 57 n/a 4 , Reaction from Desi... Conc. Pt. (Ibs) R 02-06-00 02-06-00 169, z 57, r ; n/a 5 Reaction from Desi... Conc. Pt. (Ibs) R 02-06-00 02-06-00 169 _ ' 57 n/a Disclosure' Controls Summary. value' %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment '2,058 ft-Ibs. 42.7% 115% 6 06-02-02 be verified by anyone who would rely on End Shear 779 Ibs 28.1% 115% 6 00-03-08 output as evidence of suitability for Total Load Defl L/283(0.509") 84.7% . n/a 6 06-00-06 Particular application.Output here based on building code-accepted design Live Load Deft L/405(0.356") 88.9% " n/a .12 06-00-06 properties and analysis methods. Max Defl. 0.509" 50.9% n/a 6 06-00-06 Installation of BOISE engineered wood Span/Depth 19.3 , n/a. n/a 0 r .00-00-00 Products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call " 5 (800)232-0788 before installation.\n\nBC BO .W " — " 0 R R MATM all/Plate 3 1/2 x 1 3/4 800 Ibs' •n/a 17.4 ifi/o t)ns ec ed CALCO BC FRAMERO AJS P B1 Hanger 2"x 1-3/4" 783 lbs n/a 29.8% Hanger ALLJOISTO,BC RIM BOARDTM BCI®, $OISE GLULAMTM,SIMPLE FRAMING Horiz.Length Product Length SYSTEM®,VERSA-LAM®,VERSA-RIM Slope and Cut'Length Slope Fascia Depth PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are". Plumb Cut with Hanger to dbl. top plate 3/12' 7-1/2 12-00-00 12-06-04 trademarks of Boise Cascade Wood Products L.L.C. _ Notes - Design meets User specified (L/240)Total load deflection criteria. Design meets User specified(L/360)Live.load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ^� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map z zRf Parcel{, O �i Application # Health'Division Date Issued a17> O Conservation Division F, Application Fee 6 O Planning Dept. 4 ,= Permit Fee a-� Date Definitive Plan Approved by Planning Board �w �4i� Historic OKH Preservation/ Hyannis a Project Street Address `0 ' DAJOV(&U DA Village r✓tZ V I L_C C Owner13 - �°� ! (/lUS ( Address �� . Telephone o t✓C.© ((� (0/,} Permit Request F 17cm(D.3C- L 2 b Square feet: 1 st floor: existing2eq5roposed 2nd floor: existing proposed_4Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (2 Construction Type WCQ Lot Size D, Grandfathered: &Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family,,'�`_.. Two Family ❑ Multi-Family(# units) Age of Existing Structure ' S Z Historic House: ❑Yes ANo On Old King's Highway: ❑Yes 40 Basement Type: AFull ❑ Crawl ❑Walkout ❑ Other e a Basement Finished Area(sq.ft.) 25 D Basement Unfinished Area sq.ft) CD Number of Baths: Full: existing new Half: existing oew -n Number of Bedrooms: existing _new z v Total Room Count (not including baths): existing _new First Floor Room CounnI. € Heat Type and Fuel: 'Gas ❑ Oil ❑ Electric ❑ Other t Central Air: ❑Yes A,No Fireplaces: Existing New Existing wood/coal stove: ❑Yes to Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:Xexisting ❑ new size_ Attached garage:4existing ❑ 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 c_. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CIPP&v"d C- &_ [ ( Rl CSC` Telephone Number Address Q SO :4 �Z- f 2-0 License# Home Improvement Contractor# Lq 3.358 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE e fl O,t� S ` FOR OFFICIAL USE ONLY ;z -APPLICATION# �a ,t DATE ISSUED MAP/PARCEL N0. ADDRESS - VILLAGE .r .OWNER •. i DATE OF INSPECTION: FOUNDATION FRAME i INSULATION i i FIREPLACE _ ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL ` GAS: ROUGH ' 'FINAL FINAL BUILDING ! DATE CLOSED OUT ASSOCIATION PLAN NO. i i l0, &-COS � n �J 13 � 62' I � ' F-- lot I� J Cw. � a , j m S r� m ---�._._ _.--- --- di h Z-y-q /� N 2,4 1 O O d2X ( 41 W t W A ojC pS 1 .5�GG Kam �4�rr �i /Z C Si AcT) O 1 O f Town of Barnstable *Permit 0(0 a- � Expires 6 mo i rs from issue date 919VIONtive job atory Services Feeffv/ 00 Tho�.Geiler,Director Building Division rr , O, Building Commissioner itreet,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press imprint 4ap/parcel Number roperty Address kA j %Residential Value of Work ( Or UQO• '---Minimum fee of$25.00 for work under$6000.00 )wner's Name&Address ��✓-t� �7 ��� r C-2,�. contractor's Name t Gam-, wl,Q L_ Telephone Number =�jr i Some Improvement Contractor License#(if applicable) 3on-stfff"TS'Uppervisor's L-icer>se#{T�apphmbie) ]Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner KI have Worker's Compensation Insurance Insurance Company Name NIAA p 1 7�� Workman's Comp.Policy# a ci YD(a Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) i + 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/doors/sliders. 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: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:expmtrg Revise061306 ROOFING PROPOSAL, Mantel Roofing R.J. Hamel PO Box 543 Cataumet, MA 02534 (508) 563-6092 HIC-115971 Perry 508-362-7857 6/15/06 180 Pond View Contact: Rick Jar ans � Centerville, MA 631-697-8415 We hereby submit specifications and estimates for Strip approximately 2,950 square feet of roof shingles and apply vented drip edge along eaves and ice &water barrier on first three feet of roof deck, on entire low fiat area, in all valleys and around chimney. Apply Grace roofing underlayment to rest of bare roof. Remove and replace all vent flanges. Roof, using Tamko Heritage 30 algae resistant roof shingles. Install approximately 84 feet of ridge vent. Remove all debris from jab site. I9C*lc- o ve-d Pa[r4 W i Yvb a w > vex CIWIL We PrOPOSe hereby to furnish material and labor—complete In accordance with above specifications,for the sum of. Ten Thousand Dollars ($10,0()0) Payment to be made as follows; $5,000 in advance, and$5,000 upon comple#ion AN matte is guaranteed to be as specified.All wait to be completed in a workmanlike Authorized manner according to standard practioee.Any afteration or devia'don from above speefrrcolions signature imotvr�q extra costs war be executed only upon wdtum orders,and wilt become en extra charge ever and above the estimate.AU agreements contingent upon strikes,accidents or delays beyond bur doritiul.Ovmer to dairy necessary iASutance.Our workers are fuflq Note:This proposal may he withdrawn by us it noracceptad within covered by Workmen's Compensalloa insurance. days. Acceptance of Proposal—The abaft prime,specifications Signature and conilitmisare swfisracto an sy and we hereby scoefiied.You ate authwmd to do the work as specked.Payment wiglbbemade as outlined above. // r Date of Acceptance: (�� �� ©(p Signature TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mav r o? - Parcel OL Permit# • Health Division Date Issued Conservation Division Fee ��/ Tax Collector o SI- ; Treasurer k Planning Dept. '. . Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Stree Address /�(� %O ✓L'�+� ��i Village rde -e rr ._ Owner �er � � Address /c�-D �� G'/�� ��-� G(o Telephone 77 7 3-2 E& Permit Request 1-0110:04,w _ Square feet: 1 floor: existing proposed 2nd floor: existing proposed Total new Valuation /O OV-e) Zoning District Flood Plain Groundwater Overlay 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: Cl Yes ❑ No On Old King's Highway: ❑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: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl 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+ Telephone Number Address © /7` 1�� License# Home Improvement Contractor# %O(p•5 (o�p Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE c>-J IT FOR OFFICIAL USE ONLY PERMIT NO. - DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER- DATE OF INSPECTION. FOUNDATION FRAME ' INSULATION FIREPLACE k ' 8 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - 7 i ASSOCIATION PLAN NO. ' Assessor's map and lot numberyoFTNe ro Q �y Sewage Permit number ,*W,1 ..../2,Q.............. SEPTIC SYSTEM t BA"STAXLB House number .. := .....:........................................:........ T� .9T M6 qa . I INSTALLED IN Com— ;. '�,�oYarAr- TOWN . OF ,BARI __r7T2E TOWN PF ^ s ` BUILDING INSPECTOR APPLICATION FOR PERMIT TO build„a.„Sunroom Addition....................................................... y TYPE OF CONSTRUCTION .............IN1QRd............. ................................................................................................. October 2a....................19...84 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies,for a permit according to the following information: Location ........:180..1ond View Dr Y.e —...G.e2 e. 'Y. ..7. , .}...PQas.s...................................................................... ProposedUse .......StiilroOm........................................... .................................................................................................... Zoning District ....... a-l............. ............................ ....Fire District Centex.viz le..nQste.rv:L.11e..................... Name of Owner Her)?§k.AA&VrA....Pezr5....................Address 18Q...P.A.nd...ViewDriv..e.,...Cantamil.l.e.. Name of Builder .5.4x!gUy...O.Q.r'p ration.................Address 131...Old..Post..Roady...Gesltexxille..... Name of .Architect ................................Address 162 Wain. :('.•... A.w...Y.aX'ITlall kl.................. Number of Rooms .......On.Q...................................................Foundation .....CanCrete...Bl.arak..................................... Exterior ...A9gd 5birIgIQ.................................................Roofin . Pbalt. Floors .....F14.g91=0.........................................................Interior ........Drywall........................................................... Heating ..ffPt..fttQ.X'.........................................................Plumbing ......Nane.................................................................. Fireplace None ............Approximate. Cost Al2,s.000........ ...................................................................... .. ...... ..................................... Definitive Plan Approved by Planning Board -----------_______-----------19________. Area 192: Sg//Ft ................ Diagram of Lot and Building with Dimensions . Fee'.....li. CJ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH jC 1-.J i/"/,j eT L) IE . t - a Plot p`` A0 o1A .� .Z OCCUPANCY PERMITS R I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .......5..... ....................... Construction Supervisor's License ..® ,1. .......... PERRY, HERBERT ANGUS No 27056. . . Permit,,f6r ....................................BVILD ADDITION .. . . .... - Single-Family Dwelling ............................................................................... 180 Pond View Drive" 1-6c'ation .................................................................. J Centerville ............ ....................................... .................... Herbert Angus Perry Owner ................................................................... C;- Frame Type of, Construction.. ..................... ...... Co. .............................. .............................. Plot ... ........................ Lot ... ............................ Pe'mit;Granted ...OPWPQrA...... .......1� 84 ; 9 ......19 Date of Inspection. .....IF ................... Date Completed A ........ ..19 1-4 L-4 -0 qT J� > ell L c7i :F