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HomeMy WebLinkAbout0011 SHEPERDS WAY �:, S cv�-�f , . ..� y, r „, 1 y ..q d'. � � � � 9, .:., , .r�' . ,, +! e o } - , -- �. e �__ e . ... r ,.. x _ ., __ a a 0 •� , . a. , a. , ,: , ,, o ,. , �? , ,. j, o !,. ,, �,' _ o ::�,,, z .. ..,,,a :,�, n. ,� .. ..� ,._ . ,... .:a Y .� � ,, ., .�.,:.. _ ,�,�,o �.F.,a:r�.. ..:,� �, _ _ �, �. o n ,. � ,. E a� .. _ �. ._. � �� ,i n ., � r� Town of Barnstable l BUlld . :::Ca ;. ,....ye"�. ;'� -+. .;z. �ae'ta .,,x� �`'�.t`F,a �xY^�."'�`>° 8. - rw.: 2 'ate,?. • •n g-n rdS .T " . ' ' m" he5teetA� roved Plans.Mus!be.Relamed on Jobnand this.GardIVlwst,beKept Post;This o hat�it_�s Visible Fro t Posted ilntl Final lnslection Has Been°Made, ;: . ,. t: A . .. ``'' � .`C . ..C�� � A. a. F. . Permit $W�.ahe re a Certificate of Occu ancx':isRe wired suchBu�ldm ;shall Not be Occupied:until a anal Inspection has been,made :.�. a Pam. ,W y� 4• ' 3 tea, g '"�.� " .g. z, Permit No. B-16-3512 Applicant Name: J Atwood Ives Approvals Date Issued: 12/09/2016 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 06/09/2017 Foundation: Location: 11 SHEPERDS WAY,BARNSTABLE Map/Lot 259-001 001 Zoning District: R-2C Sheathing: Framing: 1 Owner on Record: IVES,J ATWOOD&'ELIZABETH S 4 <` ,Contractor Name g " 11 Address: 1010 WALTHAM ST#598 " . NContractor License 2 a " ' Est-Project Cost: $ 17 900.00 LEXINGTON, MA 02421 1 Chimney: Description: 1 new grid tied,roof mounted 25 module solS6,,sy em 1875 kW DC PermittFee: $141.29 Insulation: system size. Mounted on one mounting plane ®nestor�y up. Snap n Fee Pa-d $141.29 Rack hardware for mounting. Backfeed into ex ssvng 200 amp main $ Final: Date� � 12/9/2016 panel. r: Project Review Req: 1 new grid tied, roof mounted 25 modle solar system�7 875 ", � - `i�L Plumbing/Gas kW DC system size. Mounted on one mounting plane One story Rough Plumbing: up. Snap n Rack hardware for mounting Backfeed¢mto existing h Building Official .a 200am main panel. Final Plumbing: P p This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within sixsmonths after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents forg ch this permit has been granted. All construction,alterations and changes of use of any building and structutes;shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or ro d and shall be maintained open for public n p coon for the entire duration of the work until the completion of the same. k s ffh Electrical VIE The Certificate of Occupancy will not be issued until all applicable signatures by the Build ng and Fire"Officials a providedon th s permit. Service: Minimum of Five Call Inspections Required for All Construction ', 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT I n Town of BarnstableRCEiPT 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-3512 Date Recieved: 11/30/2016 Job Location: 11 SHEPERDS WAY,BARNSTABLE Permit For: Building-Solar Panel-Residential Contractor's Name: State Lic. No: Address: Applicant Phone: (857) 205-2466 (Home)Owner's Name: IVES,J ATWOOD&ELIZABETH S Phone: (857)205-2466 (Home)Owner's Address: 1010 WALTHAM ST#598, LEXINGTON,MA 02421 Work Description: 1 new grid tied, roof mounted 25 module solar system. 7.875 kW DC system size. Mounted on one mounting plane.One story up. Snap n Rack hardware for mounting. Backfeed into existing 200 amp,main_panel. � * u Total Value Of Work To Be Performed: $17,900.00 )d w Structure Size: 0.00 0.00 0'.00 rn Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: J Atwood Ives 11/30/2016 (857)205-2466 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $17,900.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $141.29 11/30/2016 $141.29 XXXX-XXXX-XXXX- Credit Card. ..... .......0519 Total Permit Fee Paid: $141.29 ,S�`.F�'� �a ✓T � � � � [\�\*yyid. �F3�`($ ; �� � A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2 Parcel O o'1 bo 1 Application # 6 Q 6 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee -� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address Village Owner N-VW OON V---U eT Address t W i cher D AR. Telephone Loll -1 �] - l,l,S!5_ M !�• oAlo k Permit Request - STR-UC-T- I4e-w ��� x N bS IZ�C s `v�J 3 X� �.`-� �l�'� S t OA Tp C X1 4-R nl Cq V_XTGA=N Square feet: 1 st floor: existing l 1 proposed J '�- 2nd floor: existing - proposed Total new �� g Zoning District Flood Plain Groundwater Overlay Project Valuation 24goo. Construction Type Wove Lot Size 1 .913 Grandfathered: ❑Yes I No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 g s • Historic House: ❑Yes ❑ No On Old King's Highway: 1A Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area(sq.ft.) 9%0 Basement Unfinished Area (sq.ft) 51 b Number of Baths: Full: existing of new O Half: existing 1 new 0 Number of Bedrooms: !_? existing 0 new Total Room Count (not including baths): existing $ new U First Floor Room Count S Heat Type and Fuel: 1$Gas ❑Oil ❑ Electric ❑ Other ^' _ Z; Central Air: ❑Yes TA No Fireplaces: Existing New Existing wood%c al stove Yes.❑ No Detached garage: existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: Q existing ❑anew -,size VD Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: kl Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ C.:, CD •a Commercial ❑Yes I No If yes, site plan review# Current Use ko\O Proposed Use l010 APPLICANT INFORMATION O aL `r,�,C_ (BUILDER OR HOMEOWNER) Name E AC%',5C C.0-APN19 Telephone Number 5v� '�1 y3o3 Address License # GS- O7±o7_4 \��,�,,.u.��S� �-A . ( 14-po I Home Improvement Contractor# 1 00 `� 3a. Worker's Compensation # P 333 . ►'� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE Ath DATE i 1 `i c FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED „MAP/PARCEL NO. ADDRESS '" VILLAGE OWNER' _ DATE OF INSPECTION: wFOU.NDATIONy FRAME " 'INSULATION'. ' ' '�� -'' •• FIREPLACE ' ELECTRICAL: ROUGH FINAL' ` PLUMBING: ROUGH FINAL - GAS . ROUGH i_AN j Q:a FINAL Z�f,;JNAL BUILDING . vl�.�Ur 5��: I DATE CLOSED OUT ASSOCIATION PLAN NO. ... , c Building Division Tom Perrc,Building Corunu.:ioncr 200.N[ain Street,Fivannis,NIA 02601 wu*w.trnt'n.barnstable.ma.us Office:308-862-4038 Fax:i08--90-6230 Property Owner Must Complete and Sign This Section If Using A Builder Atwood & Elizabeth Ives as Chcners of the subject propem hereby authorize 0HC,Inc dba The House Company to act on our behalf, in all matters relative to work authorized by this building perrriit application for: 11 Shepherds Wac.Barnstable \Li 02630 (--address of]tilt) Signan e o Owner Date I Print Name ( cncrti re of Date Print Name Town of Barnstable Geographic Information System August 5,2014 269007001 269007002 259008 #205 #203 #211 259004 e. 25SO02002 #58 259002001 #0 #126 259002 #127 259005 259006 #201 #181 259001003 r`� #91 Z--.•��..11 269001002 #711 259061001 #11 259017 #9 259001004 #157 /� 11 259016 #:29 y 258078 Q #39 258017 4 258060 #89 � x #153 y 1258015 V#50 O 7A Feet 258013003 `t 1 #58 258013002 258013004 #54 #:77 DISCLAIMERS:This.map is for planning purposes only. It is not adequate for legal Map:259 Parcel:001001 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:IVES,J ATWOOD&ELIZABETH S Total Assessed Value:$1296000 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map - w are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.93 acres Abutters boundaries and do not represent accurate relatipnships to physical features on the map Location:11 SHEPERDS WAY /+ such as building locations. Buffer �! I 8' Edition Massachusetts Building Code M�c K E N�Z I,E Mass. Version of the WFCM 110 MPH Exposure B Checklist ENGINEERING Summary of Construction Requirements CONSULTANTS structural civil environmental Project: 11 Shepherds Way, Barnstable, MA • Per review of location, site is Exposure B • The Mass Checklist has been satisfied except for foundation; 0 Use sonotube and holdown system as shown. Standard framine connection requirements: Table 2 from WFCM manual. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TH blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6" spacing at the edges and 12"spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 4 feet and splices to be nailed with 14-16d nails in accordance with Table 6 in the WFCM 110/13 booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot for all elevations. For all door and window openings, multiple king studs are required. For openings up to 4 feet wide,2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required,and for openings 10-12 feet wide, 4 king studs are required.' Opening up to 5 feet, 2-2x4 headers are required, for openings up to 6 feet 2- 2x6 headers are required, for openings up to 7 feet 2- 2x8 headers are required, for openings up to 8 feet 2-2x12 headers are required, for openings up to 9 feet 3- 2x10 headers are required, for openings up to 10 feet 3-2x12 are required, for openings up to 11 feet 4-2x10 are required. Refer to the design document for specific requirements. i For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the { design plan documents. All nails are to be 8d or equivalent gun nails(.131 x 2 '/2"). In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full I sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2" into the floor box on two story walls(Note 4 Sheet attached). i Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter and top plate with 7x-10d nails per bay. If blocking is 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter without blocking. All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 1 Od nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar,and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Hickox Williams Architects and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null a _ _�. d could result in non- compliance with the requirements of the wind desi . 37p f A A. �^ > s.,Mc i Consultants, Inc. Attachments: Mass Checklist AWC Guide to Wood Construction in High. WindAreas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 �� StaEF'1r1P�D'S WOY, BAP.NsrWICA I►14 Check Compliance 1.1 SCOPE / WindSpeed(3-sec.gust)..........................................:..........................................................................110 mph V WindExposure Category..................................................................................................................... ...........B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I stories <_2 stories RoofPitch ............................................................................(Fig 2) ..........................................4111 s 12:12 MeanRoof Height.......................................:.......................(Fig 2)................................................ ft <_33' 16/ BuildingWidth,W................................................................(Fig 3).................................................Co ft 5 80' ✓ BuildingLength, L...............................................................(Fig 3).................................................43 ft 5 80' Building Aspect Ratio(L/W) ................................................(Fig 4)................................................383 5 3:1 Nominal Height of Tallest Opening2.....................................(Fig 4)................................................_JV_05�`-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..................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(fable 4).............................................. . in. Bolt Spacing from end/joint of plate.............................(Fig 5)..................................... — in.<_6"-12" > Bolt Embedment-concrete.........................................(Fig 5)...............................................— in.>_7" 0 Bolt Embedment-mason (Fig 5 ............................................ -- in.>_ 15" PlateWasher................................................................(Fig 5)...............................................>_3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................. ........... Maximum Floor Opening Dimension....................................(Fig 6).................................................._ft_ 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls.or Shearwall.................(Fig 7)....................................................=ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8).................................................... ft <_d FloorBracing 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.uaits-aI C�-+R-edgef in field 4.1 WALLS Wall Height Loadbearing walls...........:.............................................(Fig 10 and Table 5)............................. ft 5 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................8 ft <_20' _ Wall Stud Spacing .........................................................(Fig 10 and Table 5)....................I(x;,in. 5 24"o.c. ✓ Wall Story Offsets ..........................................................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs / Loadbearing walls.........................................................(Table 5)..............................2x -Aft�in. ✓ Non-Loadbearing walls.................................................(Table 5)..............................2x�-$ft Q in. Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. V/ WSP Attic Floor Length.................................................(Fig 11)......... .....................................—� Gypsum Ceiling Length(if WSP not used)...................(Fig 11)...........................................I(1 >_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)......................................—7- ft 1� Splice Connection(no.of 16d common nails)..............(Table 6)...........................................................$ i • 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 Lateral(no. of 16d common nails)................................(Tables 7)....................................................... Z. Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)......................................................... Z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) � Header Spans .........................................................(Table 9)..................................._A5-ft Kkj_in.<_ 11' Sill Plate Spans .........................................................(Table 9)...................................ja ft a in.< 11' Full Height Studs (no. of studs)....................................(Table 9).........................................................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)................................._ ft 4.. in.<_ 12' Sill Plate Spans............................................................(Table 9).................................... ft Q in.<_ 12' Full Height Studs(no. of studs)....................................(Table 9).........................................................3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W /- Nominal Height of Tallest Opening2 ..............................................................................._<_6'8" SheathingType...............................................(note 4)...................................................... Edge Nail Spacing..........................................(Table 10 or note 4 if less)....................... in. FieldNail Spacing..........................................(Table 10)................................................. in. Shear Connection(no. of 16d common nails)(Table 10)......................................................... Percent Full-Height Sheathing.......................(Table 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8° (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Openingz..........................................................................._5 6'8" SheathingType...............................................(note 4)...................................................... Edge Nail Spacing..........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11)................................................. in. 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 / Ratedfor Wind Speed?............................................................................................................................... y 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)..............J_ft<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12).............................................U=110 plf Lateral..............................................(Table 12)..............................................L=1*4 plf Shear................................................(Table 12).............................................S=_41 Of Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=C plf Gable Rake Outlooker.........................................(Figure 20).............._L ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14).............................................U=4jj:q- lb. Lateral(no. of 16d common nails)...(Table 14).......................................L=�Ib. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................................................................... 1/t in.>_7/16"WSP JL Roof Sheathing Fastening............................................(Table 2)...............................................$d 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 Cohstruction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 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 -WHEN THE;EDGE F IESr'3 ON FRAMING f1S£Sd NAILS AT 6'or- 11 11 1 11 11 1 11 I! 1 Y /•1 1 ;1 11 1 I 1 11 11 11 11 11 11 it 71 11 Il `L 11 1 l II 1 Q Ir 11 Ar Z 11 a ii ii � t 4D co I! fl. 1 2 '11 u 1 1 11 1 � 11 11 W 1 1 1 1 1 f 11 11 kL IJ t 11 rl I 11 Tl - 11 11 1 MA1LSPACMG - + PAtiEt d t, v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High WindAreas:110 mph Wind Zone Massachusetts Checklist for Compliance (7go CMR 5301.2.1.1)1 , z^ I � L, 4. AM FRING MEMBERS EDGE DITERMEDIATEZ N -� -- - --- 3"MN STAGGERED I-WL PATTERN PANEL PAW EDGE DOUBLE NAIL EDGE SPACPIG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ApPlication( . D3MaP Parcel OOI OI Health Division Date Issued -2 T Conservation Division Application Fee Planning Dept. Permit Fee A?R Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village T-2:>W Owner 1 J. la-tv1 ov e14 y� =� Address 17 W—T NAP, fir'. Telephone �v�1 • �a1 - (o t� �C�sTD� , M/� oot� n Permit Request 6,OwA D`=Cc lN-k-To ���i ►cQ Pops-�-� Square feet: 1st floor: existing proposed U 2nd floor: existing proposed f Total'new Zoning District Flood Plain Groundwater Overlay k � � Project Valuation Qoy." Construction Type L co Lot Size 1 ,9 3 Grandfathered: ❑Yes ❑.No If yes, attach supporting docu'm,�entat on. Dwelling Type: Single Family.A Two Family ❑ Multi-Family (# units) Age of Existing Structure jt� Historic House: ❑Yes CA No On Old King's Highway: (3Nes ❑ No Basement Type: ❑ Full ❑Crawl $Walkout ❑ Other Basement Finished Area (sq.ft.) qko 'SF Basement Unfinished Area(sq.ft) l-s.F. Number of Baths: Full: existing a new O Half: existing 1 new 0 Number of Bedrooms: 3 existing O new Total Room Count (not including baths): existing 0 new First Floor Room Count Heat Type and Fuel: I Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes (No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:4 existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ 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 "V, z NT%r- \01 Q) Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 014 c- 6c­, 1-1>?* L�,-= k"sE Cc►4P NN1° Telephone Number 5o ls I 0 303 M�c�a�L Rcx�W�1� Address \ _ License # GS • o -74,0-:,4 �o VN>-&k=y Home Improvement Contractor# 1©0913y Worker's Compensation # P b-7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE `�✓Zy�/� I ; 4 5 FOR OFFICIAL USE ONLY 1 APPLICATION# { I DATE ISSUED t MAP/PARCEL NO... t . ADDRESS - VILLAGE L OWNER 4 DATE OF INSPECTION: ` • ,i r :_FOUNDATION{~ r FRAME "INSULATION, i FIREPLACE fI i ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:` . : = ROUGH FINAL r t.? u� FINAL BUILDING=:_ ,. .' lr- DATE CLOSED.OUT { ASSOCIATION'PLAN NO. • r r _ Building Division Tom Pek,Building C 6inniissioncr 200 plain Street,I-Ivanni,,,:.\LA 02601 into+.town.barnstable.ma.us a Office:508-862-4038 pat:508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder mood &Elizabeth Ines as Owners of the subject propem- hereby authorize 01-1C.-Inc-dba Tbe-House Company -to-act on our behalf, in all matters relative to work authorized by this building permit application for. 1'l Shepherds Rjac•.Bamstable_\LA 02630 (Address of job) Signs. e o Owner Date Print Name .S S ature of Owner Date 1'nnt Name 1 Massachusetts,-Department of Public Safety � Board of Building Regulations and Standa rds rds Cnnr•tru tik,n Super%icnr License: CS-074034 NUCHAEL S ROCK' ELL- ';. I EQ*,� 799 LUMBERT MIlLellbA. MARSTONS MILLS MA g G kf klt -�- Expiration Commissioner 07/27/2014 � I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 001 001 Application # 13 6.3 SS�,� Health Division Date Issued Conservation Division ',Application Fee Planning Dept. Permit Fee /o��• d Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address l\ S��P�R�S W A Village Owner3. NVW004 �U �[1J ��I S Address 17 \4. LEDAR S'[-. DnryrY, 1--IA O'XI08' Telephone L911 d";kl • (otess Permit Request CgNkcr Square feet: 1 st floor: existing M_proposed 5Ai'i�72nd floor: existing proposed Total i ew 5 o 7s Zoning District -'�-L Flood Plain Groundwater Overlay r , Project Valuation Construction Type , 7 Lot Size Grandfathered: ❑Yes No If yes, attach supporting docu-mentalon. Dwelling Type: Single Family. JW Two Family ❑ Multi-Family (# units) Age of Existing Structure :31 Historic House: ❑Yes )4 No On Old King's Highway: U(Yes ❑ No Basement Type: ❑ Full ❑ Crawl $Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) .10o Number of Baths: Full: existing o? new D Half: existing new D Number of Bedrooms: ?, existing' new Total Room Count (not including baths): existing new U First Floor Room Count Heat Type and Fuel: ❑ Gas Q Oil ❑ Electric ❑ Other Central Air: ❑Yes l4 No I Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:A existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes CK No If yes, site plan review # Current Use _4%1J N+j =— i,GIA U-:P L°11) Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name O Ox,lr�v_ D611. ", JSc- �0"_ AW T Telephone Number `0�' -7-1 oSo'�> Address Pu bao W-010 License# L S 04 a+0 6 Home Improvement Contractor# 10 0713 L Worker's Compensation # tAb - -3 - 1� ALL CONSTRUCTION DEBRIS ESULTING FROM THIS PROJECT WILL BE TAKEN TO s 15xc0 SIGNATURE DATE 5�31��13 FOR OFFICIAL USE ONLY APPLICATION# {' i _ _DATE_ISSUED j 2, MAP_-/_PARCEL NO.. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: , i ''.fFOUNDATION n FRAME f iNSULATION.. FIREPLACE ELECTRICAL: ROUGH FINAL '4 PLUMBING: ROUGH FINAL GAS-'-{ " ` ROUGH FINAL eo=FINAUBUILDING Lk t , DATE CLOSED-OUT C ,Y: ASSOCIATION PLAN NO. ThecHouse Company Ives Residence—11 Sheperds Way,Barnstable,MA 02630 Town of Barnstable Regulatory services Thomas F.Geller,Director 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 We, T.Atwood Ives and Elizabeth Ives_,as Owner of the subject property herebv authorize OHC.Inc dba The House Company to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 Sheperds Way,Barnstable;MA 02630 (Address of Job) 01-'�7\6 .4 -9�pafta of Owner Date Print Name y S ! Signature o T er Date Print Name - Page 6 of 6 . i 0 � o Zo / 11 Sheperds Way Barnstable, MA Master Bath Existing Conditions --4'-3" 10'=11" cz a LV Q0 COO r.X2 ray ED 4�'-3" 6'-3 1/2" - CP io rn (V. 0 11 Sheperds Way i Barnstable,MA 02630 Master Bath-Final 5/30/2013 4'-3" 10'-11" oFtKWE r Town of Barnstable *Permit 5:00/_;�03 l�� �p Expires 6 months from issue date Regulatory Services Fee + ■ARNSTABLE, ��- 9cb MASS.i6 . ,0� Thomas F.Geiler,Director X-PRESS PERMIT AlEOMA'�A IVY 1 Building Division Tom Perry,CBO, Building Commissioner . MAY 16 2013 200 Main.Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 TOWN ORBARKSTPOLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Z59/ Oot wo Property Address t1 45aep—e_t�-S �nln`r Rr�sr/i0�,t�; Md oL.v� o K Residential Value of Work O 1 000 — Minimum fee of$35.00 for work under$6000.00 '�S'R�� Owner's Name&Address '14 C-_ 0Pp I✓"-L/ tT -( W�� C��Q.R SC ► .i. sToN 1`�L A Dal t.o Contractor's Name 0%.1e.. l►rc-,-�6a `0,04twE C otA0ArJ7 Telephone Number Home Improvement Contractor License#(if applicable) O 3 L Construction Supervisor's License#(if applicable) C-g O+.1 y- FjjWurkniau's Compensation Insurance Check one: ❑ I am a sole proprietor \ ❑ I am the Homeowner [� I have Worker's Compensation Insurance Insurance Company Name �1Zc.��LAl' '7 �QSUq�,t'�' Lo vF- �twaA Workman's Comp.Policy# i3 - d-7S 1 P 3-71 Copy of Insurance Compliance Certificate must accompany each permit. ' Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 'S �P.Xcco.ko ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders:U-Value (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *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&Construction Supervisors License is required. SIGNATURE: d C:\Users\decollik\AppData\Local\Mi o ft indows\Temporary Internet Files\Con tent.Out]ook\QRE6ZUBN\EXPRESS.doc -.Revised 053012 Isle House Company Ives Residence— 11 Sheperds Way,Barnstable,MA 02630 Town of Barnstable Regulatory services Thomas F. Geller,Director 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 We, -1.Atwood Ives and Elizabeth Ives—, as Owner of the subject property hereby authorize OHC,Inc dba The House Companv to act on my behalf, in all matters relative to work authorized by this building permit application for: 11 Sheperds Way,Barnstable,MA 02630 (Address of Job) S' a of Owner Date ELIZO-ate -3, Print Name Signature o ner Date Print Name Page 6 of 6 Engineering Dept: (3rd floor) Map _S Parcel 0 Qj ( � (�X Permit#' Z � ' House# ��� �..5� - Date Issue/d� Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) =•� C /�'��= eeA ILY / 7 '�� I�Sb Conservation Office(4th floor)(8:30-9:30/1:00 .2:00) - YV`f Planning Dept.(1st floor/School Admin. Bldg.) Pa„i:SWtd1 ,(41 r O- C Definitive Plan Approved by Planning Board 19 SEPTICST EE 4 INS ' LIANCE TOWN OF BARNSTABLEENVIRONDE AND Building Permit Application \: TOWN REGULATIONS Project Street Address I i Shepherd ' s way 3-7 ) Village Barnstable Owner Cirrito, Anthony & Frances Address 83 Spring Hill Road Telephone (508 ) 888-4643 ; E. Sandwich,"NzA . Permit Request C�ssrs � � / - �- .� q X Remove existing clapboard - and re-shingle. , Remove existing decks , solar panels and metalbestos -chimney. Remove & modify windows per plans . Construct new 9 ' 3"xll ' 6" deck. -First Floor 274 square feet Second Floor N/A' square feet Construction Type wood. frame Estimated Project Cost $ Zoning District RF1 Flood Plain A + C Water Protection Lot Size 2 .9 acres Grandfathered ❑Yes ❑No Dwelling Type: Single Family X$ Two Family ❑ Multi-Family(#units) " Age of Existing Structure 18 yrs • Historic House ❑Yes UNo On Old King's Highway UYes ❑No Basement Type: ❑Full M Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ' -0- Basement Unfinished Area(sq.ft) -0- Number of Baths: Full: Existing -3- New -0- Half: Existing 0- New -0- No.of Bedrooms: Existing -3- New -0- Total Room Count(not including baths): Existing -5- New -1- - First Floor Room Count -5- Heat Type and Fuel: ❑Gas 340il ❑Electric ❑Other Central Air ❑Yes a No Fireplaces: Existing —1— New —0— Existing wood/coal stove ❑Yes X]No - Garage: @ Detached(size) existing 2—car Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ 1 Commercial ❑Yes UNo If yes, site plan review#Current Use single family residential Proposed Use single family,-residential Builder Information Name Jeffrey Goldstein Telephone Number (508) 771-0303 Address The House Company License# CS O42406 60--Benjamin Franklin Way Home Improvement Contractor# 100932 Hyannis, MA 02601 Worker's Compensation# SWC 17 0-0 318-0 0 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEB I RESULTING FROM THIS PROJECT WILL BE TAKEN TO Town of Barnsta e landfill \�� SIGNATURE 04�_ DATE September 16 , 1997 BUILDING ER I D FOR THE FOLLOWING REASON(S) $44 W_ Agq_MO�, ✓ � FOR R OFFICIAL USE ONLY ^PERMIT NO. DATE ISSUED MAP/PARCEL NO: � 1 i - i �• � - � . - .~ —. , ADDRESS t ' + VILLAGE OWNER DATE OF INSPECTION: a FOUNDATION ' FRAME, '? INSULATION FIREPLACE �;.. _'� _ ;~ .. .• _' ' - �' �`.,.:>. ELECTRICAL: • ROUGH FINAL ^ - t Syr. PLUMBING:'�s ROUSH _FINAL r y;t N GAS: RpftH F- FINAL r h , FINAL BUILDING mj' / a ' = f • r r r r t r - . DATE CLOSED OUT cr ASSOCIATION PLAN�I . a ' r LL 0 I ' �tre r . /y The Town of Barnstable MUMMA= s ' �0�' Department of Health Safety and Environmental Services 1"9.'' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissione For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. �S7 OC3 © Type of Work: aelel +' remodel Est.Cost r949 AddressofWork• 11 Shepherd 's Way, Barnstable, MA 02630 Owner's Name Cirrito, Anthony & Frances Date of Permit Application: September 16 , 1997 1 hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the own 9/16/97 ey Go dstela, 100932 Date In for a Registration No. OR M C34R Appeaft Table J3=b(continual) Prescriptive Packages for One and Two-F=4 Residential Bulldinp Heated with FosW Fuel MAXIMUM MINIMUM Blazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling '�'(e) U-value' R-value' R value' R-value' Wall Perimeter Equipman Efficiency' Package R value` R value' 5701 to 6500 Hating Degree Days' Q 12% 1 0.40 38 1 1119 10 6 Normal R 12% 0.52 30 10 6 Nomral S 12% 0.50 38 10 6 83 AFUE T 15% 0.36 38 N/A WA Normal U 13% 0.46 38 10 6 Normal V 15% o.44 38 N/A N/A 85 AFUE W 15% 0.52 30 10 6 85 AFUE X 19% 0.32 38 N/A N/A Normal Y 18% 0.42 38 N/A N/A Normal Z 19% 0.42 38 10 6 90 AFUE AA 18•/. 0.50 30 10 6 90 AFUE 1. ADDRESS OF PROPERTY: l SI�EPNEtZDS WAY M o 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4O 4. %GLAZING AREA(#3 DIVIDED BY#2): 1 2- 5. SELECT PACKAGE(Q--AA-see chart above): Q NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: I q-forms-f980303a CIRRITO RESIDENCE - SHEPERDS WAY ADDITIONS AND ALTERATIONS THE HOUSE COMPANY 60 BENJAMIN FRANKLIN WAY, HYANNIS, MA. DATE : 8/14/97 NEW DECK i tC L 33'-0" CI RITO RESIDENCE - SHEPHERMS WAY SCALE: 1/8 1 NEW ADDITION si 14/97 H CIRRITO RESIDENCE - SHEPERDS WAY ADDITIONS AND ALTERATIONS THE HOUSE COMPANY 60 BENJAMIN FRANKLIN, WAY, HYANNIS, MA. DATE : 8/14/97 r D r3SEP w 199T TOWN OF BARN-5TABLF r. NEW ADDITION ®® _ ® FTT1 rm ® LAa ' E CIRRITO RESIDENCE - SHEPHERD'S WAY EAST ELEVATION SCALE: 1/8" = 1^ 8/14/97 NEW ADDITION _ 7 � /'rm 12 ® ® ® ® ® ® ® 12'-8" 20'-4" CIRRITO RESIDENCE — SHEPHERD'S WAY SOUTH ELEVATION SCALE: 1/8" = 1" 8/14/97 a+ FFR FMIFM HRR L. LLU�L���Uj CIRRITO RESIDENCE - SHEPHERD'S WAY NORTH ELEVATION SCALE: 1/8" = 1" 8/14/97 ------------ CIRRITO RESIDENCE - SHEPHERD'S WAY WEST ELEVATION SCALE: 1/8" = 1" 8/14/97 NEW DECK 6'-7' 16'-2 3/4" Ld zn I I i I I � � 33'-0" CIRRITO RESIDENCE - SH .PH . D'S WAY SCALE: / i NEW ADDITION 8/14/97 ® o O CIRRITO RESIDENCE - SHEPHERD'S WAY LOWER LEVEL PLAN SCALE: 1/8" = 1" 7/23/97 s i! s 7 TYP. ROOF CONSTRUCTION ARCH.ASPHALT ROOF SHINGLES 12 15#BLDG. FELT 5/8" CDX PLY SHEATHING 2 X 10 RAFTERS @ 16" O.C. R-30 FG. BATT INSUL.W/ BAFFLES POLY VAPOR BARRIER 1 X 3 SPRUCE STRAPPING 2X8 COLLAR TIES @ 16" O.C. 1/2"SHEETROCK R-30 INSUL W/POLY VAPOR EXT.WALL CONSTRUCTION BARRIER W.C. SHIGLES— 5" EXP. TYVEK—TAPED JTS. 1/2" CDX PLYWOOD SECTION 2X4'S @ 16" O.C. 3 1/2" BATT INSUL POLY VAPOR BARRIER t 1/2" SHEETROCK 1" X 6" SYP T&G FLOORING OVER 1/2" CDX PLYWOOD ON 2" X 10 JOISTS @ 16" O.C. 2" X6" P.T.SILL W/ SILL SEALER ALIGN FINISH FLOOR R-19 INSUL HEIGHT TO EXISTING 2" DUST COVER NEW CRAWL SPACE SCALE:..1/8" = 1" CIRRITO RESIDENCE - SHEPHERD'S WAY 8/14/97 i i t ,1- TYP.ROOF CONSTRUCTION ARCH.ASPHALT ROOF SHINGLES 15#BLDG. FELT 5/8" CDX PLY SHEATHING 2 X 10.RAFTERS @`16" L-1 7 R-30 FG. BATT INSUL.W/ BAFFLES 1 2X8 COLLAR TIES @ 16" O.C. - POLY VAPOR BARRIER ' 1 X 3 SPRUCE STRAPPING 1/2" SHEETROCK R-30 INSUL EXT.WALL CONSTRUCTION W/POLY VAPOR W.C. SHIGLES- 5" EXP. BARRIER TYVEK-TAPED JTS. 1/2" CDX PLYWOOD SECTION 4'S @ 16" O.C. DOUBLE 2" X 10" BAND JOIST 2X 3 BATT INSUL CONNEECTED TO EXISTING FOUNDATION POLY VAPOR BARRIER 1" X 6" SYP T&G FLOORING OVER 1/2" CDX PLYWOOD ON 2" X 10 1/2" SHEETROCK " JOISTS @ 16" O.C. 2" X 10" FLOOR JOIST CANTILEVERED 3' 2" X6" P.T. LL 4" X 6" FIR CORNER POST W/ SILL SFA R ALIGN FINISH FLOOR HEIGHT TO EXISTING R-30 INSULATION FINISH GRADE W/ P.T PLYWOOD COVER EXISTING BASEMENT 10" SONO TUBE @ 4' BELOW GRADE SCALE: 1/4" = 1" 2" DUST COVER -� 2/14/98 t CIRRITO RESIDENCE - SHEPHERDS WAY 4 . 1 _ _ _ _ _ _ _ _ _ _ _ _ 1 . I I I I I - 2x6 P.T. sill on sill sealer Set top of wall to align I w/ 1/2" gale, bolts 4' o.c. w/existing floors 2x10 joist hanger xisting hand I I I I I 2"x10" floor joists I I I �---- 8" concrete wall typ. on @ 16" o.c. ' I I 8"x16" keyed footing FOUNDATION PLAN L — — — — — — — I I 0 _ _ _ _ I Foundation vents typ. - , - - - - - - I m I I � I I I I I I I I I L — I I — — — — — — — — — — — — — — — — — — — - — — — J I i — 12'-6" 20'-6" �IBRITO RFSi1�FNC'F - SHFPHFR _ SCALE: 1/8 - 1 NEW ADDITION 8/14/97 3 P 8 — �����/�s o x l3 S Assessor's map-and lot number .......... ................................. / _ - Hof TO1� //!!,, T E Sewage Permit number T ........ f;l..... ..`I'll�........ Z 33AR33TA.ELE. i House number ........'. ... �............ .......... ................::.... vo NA86 .ter I 1 639- TOWN OF BARNSTABLE BUILDING INSPECTOR (( ++ APPLICATION FOR PERMIT TO oad.d� �►� 1 ............................ Y��. .. .... .. ......... ....... . . TYPE OF CONSTRUCTION ...... .....�SUA1 '4.�.............................................................................. ................19.. .�� TO THE INSPECTOR OF BUILDINGS: The undersign}e_d hereby applies for a permit according to the followings information: Location a.1......... ..... ..... �� .f ►' Qr �j......�fl�. .. '.................................. ProposedUse ............> .4°. 4a:............ . ...... ....... ................. . ............................... Zoning District . Fire District � �n S �. ............ .. .... ....... .... ... . .................... Name of Owner ... .. ..I.S. '. ...:...............Address u...... .....t-�11 .. L`3 os Name of Builder - r=?.5 .... �.a\.5 �— ..\ ................Address ....................... ........................ ............... ... t' Name of Architect .!!1........ ..... ... .:..................Address ............... ).!\...5. ......... ... .. 5^ Number of Rooms ................... .........................................Foundation ...SC) .® tO S .�' ......e.... ..... ... ..................... Exterior .�..��. .. .... .�........................................ .Roofin . ..... .......... ................ .......... Floors', ..................................................Interior ..............! . .,�....w .......................................... Heating ................(..IF. .../1.... ..............................................Plumbing .............6 ..................................................... Fireplace .....................6 /.. .. .........................................Approximate. Cost ........ .�. ......................................... . ... . Definitive Plan Approved by Planning Board _____�f1____ ___________19_�_. AreaQrJ....� .'?.....5:.....:... . vo Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 5 fe Y� e OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations0... f 61 r garding the above construction. No ... .. ......................................... Construction Supervisor's License d.L.C�....... .�. JILSON, HARRY ♦ • ..................... lose deck and .0 No ... Permit for on to existApgjp� jijag ......................... Location Lot 20 ..................... vc�y......... Barnstable ................................................................................ ki�Kry..Jils Owner .......................... ............... ................................... Type of Construction ...frame....................................... 7....:.................................................................. Plot ............................ Lot ................................ .11/22 Permit Granted .................................. :,ig 85 ,- Date of Inspection ..........:-19 Date Completed ......... ...................19 -tz i T . # ��� / pit • . � .... � 450 t 1 */ ` -S�7CN, 'PLAN' Bq,¢Ns'TABL�'i /1lAss `�., ' , - � '/�EO. .;Gn4ivD `S✓/eV@rynAs� p s + 1 � i s 1 { so x SEPTIC SYSTEM MUSY SE $Assessor's map and lot -number ....... .���.:'..j.....` .... INSTALLED IN COMPLI HE T WITH TITLE 5 :Sewage Permit number ... NVI ........ . .....................� !ENVIRONMENTAL CAD u- TOWN BARBSTADLE, i House number �... Fn• ........`...... 1����pl_6\, ')l 90 rnea 1....:........................ p 039. 0� TOWN �OF .BARNSTABLE i BUILDING - INSPECTOR APPLICATION FOR PERMIT TO ............................ .C�act ,,........................................................................... TYPE OF CONSTRUCTION .......... ...................................... ................................. ................. `.4� ......5 ...............19. . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....ZQ.....s. , .r .s..... )O`�/... � � �.......:............................... j f... ............ Proposed Use ..........1.'x':�..�.M�JF+1�1G_.......�.�..��.. �............... Zoning District ..Fire District -n..�.. . �. ......................................................... ( 1L-......................................... Name of Owner ..... .arJr.. .. ��-5.�.!�1...............Address .... Yf.� t�tlS...�rJG`�!............................ Name of Builder .. G'b�C.. O,V�SG1 ^....Address /. ..N1GI,h...st....... S4.t... .�✓. Name of Architect �4.4�. g,� 4�C'4?..................Address a.../1!�ar1.tt..s. ".....SQ.,....f7. stw.).. .. t J Number of Rooms ................... .................:......................Foundation �.!p V!...�.......... .....",........... Exterior ..........CrA.CSwf s..................................Roofing .............GCS 0...I. .... W, .'4.5............ _ Floors �4V �Y�C C'e, Interior �.. O..C� ib•�W�� .................. Heating !.W. .. ............................................Plumbing ........................ ...........'................................ 4 Q o 0 0 -�---- Fireplace ..�............................................Approximate. Cost ........... ....................................................... ....................... Definitive Plan Approved by Planning Board --------- It1!_ ---------19_ _. Area ...................................... Diagram of Lot and Building with Dimensions Fee !.. ................. SUBJECT TO APPROVAL OF BOARD OF HEALTH l OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Bar stable re i the above construction. Name ... ... ............... ................................. Construction Supervisor's License C).A.L.....3...�....... JIISON, HARRY _ No 28679.... Permit for Garage �x 1 . . ........................... ................................................ - -f, Location .Pt..2Q.........II..Sheplmxds..L.ay..... a — ` � Barnstable ` .......... .. .......................................................... Owner k YM?Y.sT.i SOn. .....F........ frame.............. Type of Construction . ........................................... ........... ................ _ Plot ............................ Lot=.............. ., 3 Permit-Granted .. . ,,,, 1985 w'r Date of Inspection ............ el]9 Date Completed ......... . 19 f t - * M (� 4a .a •A �..• _.. , f TOtI,^,� r - ,pPr�oje ct Name: ' +5S � r e QQ 1 Wi— OVIVI SH PH RD Project Address: 11 Shepherd's Way Barnstable MA Client: Woody and Elizabeth Ives Date: 14 July 2014 HICKOX WILLIAMS ARCHITECTS, INC. 58 Winter Street Boston, Massachusetts 02108 Phone: 617-542-1080 Fax: 617-542-3467 OP PENETRATED SHEARWALL WITH 6 O.C.EDGE NAILING AND 12'O.C.FIELD NAILING. CONTINUOUS NAILING AND SHEATHNG ABOVE AND BELOW OPENINGS. A-� 00516 STRAP AT END STUD. 14'ON STUD AND BEAM BELOW WRAP STRAP AROUND BEAM(9-0 FACE&9'0 BACK). g' 1 1• � 4' 6'-1 1• EXISTING NEW STONE STEPS AND LANDINGS ! EXISTING WINDOWS EXISTING WINDOWS q. r MOVED TO NEW LOGATIO MOVED TO NEW LOCATION NEW CONSTRUCTION NEWCOLUMIvS— r--•---•---.— —.--- - -- — J_ MATCH (PASING r --------- ------------—'J. O DETAIL I O i I I � 4 (� I I I — J EQ A I EQ A 1 NEW WINDOWS A-9 I DN ----- — ----- TO MATCH EXISTING A-4 • I lt1 1 1'-g" I I in I 'F- 1 I I I rl h i 5'-4'I NEW FRONT DOOR, 1 �( 4' 4 I NEW 51DEL-IGHTS .-, I d► Y mto I TYPICAL, I 3K23 HEIGHT OF GOUNTIRS I O 0 �� NEW CABINETRY I 10 s.' r I BY GROWNE POINT. ONEW APPLIANCES, I I 1 AND NEW FLOORING ALIGN I I 2' I m I I I I I I I L----- ----- — I I I I Up I NEW UPPER AND I I I I REF LOWER CABINETS I I UP I I I I I I €, --- -- I EQ � EQ I � 70. k I . EXTEND WALL TO CEILING Y 1 ". ON r �:kn., t.a'��e.� �......_f -.,�t��':Y�..'-',7�ra''�•��-t3+ - I . e -- J imhA�.:, l ,� ------- .' . p1��a6� C r ------- F; CLIENT: PROJECT: DATE: DRAWING TITLE: SHEET NUMBER HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY July I,so 1 a Boston, PROPOSED FLOOR PLAN 58 Winter Street,5 2-1 80fax:(617)52-34Massachusetts 02108 BARNSTABLE MA 02 650(G1•n 542-1080 fax:(G1�542-34G7 , CALLED NORTH A . Scale 1/4"- 1'-0" 0 1 2 4 >i Y6/10/2014 30 yr.ARCH. SHINGLES 15#ROOF PAPER 518"EXTERIOR SHEATHING 6"O.C.EDGE&FIELD 10:CONC.PIER W/ NAILING 22'-3" 28"BIGFOOT 48" 2"x 10"RAFTERS 16"O.C. BELOW GRADE MIN. (3)2 X 10 FLUSH BEAM NP' (2)2 X 10 2 X 10 JOISTS @ 16"O.C. Q N (2)2 X 10 �p p MATCH EXISTING -- - L J L �i-- — 0 r CQC OVERHANG (O (,� x G CEILING JOIST HANGR. O R-38INSULATION BOTH ENDS TYP. EXISTING STRUCTURE m 2"X 10"JOISTS 16"O.C. tx3 STRAP - O O 1/2"DRYWALL : fl in L uuR FRAME WALLS E WHT.CEDAR SHINGLES M [t U HOUSEWRAP - - O 00 Q 1/2"SHEATHING co ce) cc�.�� 2'x6"STUDS 16"O.C. O 0 7 R-21 FG INSULATION I- Tl_ O 1/2"DRYWALL 00 6N - O.O L LA Lo a+ 2x4 OUTRIGGERS LL FLOOR 24"O.C. C 3/4"WHITE PINE E— 22'-3" 3/4'.SUBFLOOft _ 9 1/2"AJS 140,101 STS 16"O.C. --- (1)SC16 STRAP @ END STUD\ R-301NSULATION T 1/2"PT PLYWOOD 2x10 RAFTERS 3-2 X 10 LVL TYP• o FLUSH BEAM AC4 c ^-- ABU44 <h I I /1 m N NEW Z c TEN j=_—11=° III=I I I I W N Q TITEN HD III—I Id I F °Lu= — — — Q III=1 I b IJ- —I I I-1 - 2x4 COLLARS TYP, 12"SONOTUB — '^ za"elcFoor III III II III — BBntr1T. EXISTING �W// C 48"BELOW "I I=1 I=1 I ° GRADE MIN. ° 1.L = = - -III— I =i 1—III—III—III—III- 2x10 CEILING JOISTS W N III—III=III—III OMITTED FOR CLARITY r I-I I=III-IIIOOF SECTION E A E 9'v SCALE: 1/4"=V-0" S UNLESS OTHERWISE NOTED NEW COVERED FRONT PORCH STRUCTURE WITH GABLE ROOF, EXISTING GABLE ROOF EAVE DETAILS TO MATCH EXTENDED 3' NEW VELUX EXISTING ROOF FGM 2254 SKYLIGHT NEW ROOF CRICKET W NE GUTTER ❑ a AND n DOWNSPOUT RE LJ E O TILE CONNECTS NEW DOWNSPOUT TO DRYWELL NEW STONE 5TEP5 AND LANDING, EXI5TING NOOK BAY FACADE EXTENDED OUT 3'WITH GABLE ROOF, BLUESTONE TREADS, FIELDSTONE RISERS NEW FRONT DOOR AND NEW SQUARE COLUMNS,(2), EXTENDED OUT 3, 5HINGLE SIDING TO MATCH EXISTING 51DELIGHT5 BY SIMPSON BY TURNGRAFT CXI�TIIIC ININDOINSs TO BE REUSED EXISTING KITCHEN BAY NOOK EXTENDED OUT 3', EX15TiN6 WINDOWS TO BE REUSED CLIENT: PROJECT: DATE: DRAWING TITLE: SHEET NUhBEIR JULY 14,2014 PROP05ED SOUTH EXTERIOR ELEVATION HICI�OX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY 58 Winter Street, Boston,Massachusetts02108 BARNSTABLE, MA 02630 (617)542-1080 fax:(617)542-3467 Scale 1/4"- 1'-O" 0 1 2 4 8 EXISTING GABLE ROOF EXTENDED V OUT NEW VELUX FGM 2254 / SKYLIGHT / i NEW COVERED \ FRONT PORCH \ STRUGTURE,EAVE DETAILS TO MATCH EXISTING \ ROOF NOT IN 5GOP5 NEW GUTTER AND Ll OF WORK DOWNSPOUT NEWLY EXTENDED-,,",,, LL LL11 NOOK BAY NEW COLUMNS BY TURNCRAFT NEW STONE STEPS AND LANDING CLIENT: PROJECT: DATE: DRAM ING TITLE: SHEET NUMBER JULY 14.2014 PROPOSED EAST EXTERIOR ELEVATION HICK COX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY 58 Winter Street, Boston,Massachusetts02108 BARNSTABLE, MA 02630 '� (Gl7)542-1080 fax:(G17J 542-3467 Scale 1/4"- V-0" 0 1 2 4 e EXISTING GABLE ROOF EXTENDED V OUT NOT IN SCOPE '^' NEWLY EXTENDED OF I`IORK NOOK BAY [I F1 NEW ANDER50N DOUBLE HUNG _. WINDOWS TO MATCH EXISTING, I-- L—j I NO MUNTINS Ll IL—j! 1L] CLIENT: PROJECT: DATE: DRAWING TITLE: SHEET NUMBER: HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY JULY 14,2014 PROPOSED WE5T EXTERIOR ELEVATION 58 Winter Street, Boston,Massachusetts02108 BARNSTABLE, MA 02630 �' (617)542-1080 fax:(617)542-3467 Scale 1/4"-1'-O" 0 1 2 4 e EQ-A EQ-A EQ-G EQ-G EQ-G \ II( / \ 1 ADJ TA,5LE / ADJ 5 BLE \ FIXED P EL 5HE E \ SHEL / (T [ CILA55 LE BACKS LASN_T BD breadboard \ \\ 0 o "SINK � 0 � 0 0 o DW /Hafele \ (TRASH m i NAILO �� 1 / K/ rectangular trash FT 7IfL �Vi �,�IL E)--F-IFOP05ED 5OUTH ELEVATION CLIENT: PROJECT: DATE: DRAWING TITLE: SHEET NUMBER: HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY July 14,2014 PROPOSED KITCHEN ELEVATIONS 58 Winter Street, Boston,Massachusetts 02108 BARNSTABLE, MA 02 6 30 (Gl')542-1080 fax:(617)542-3467 A - 5 Scale 1/2"- V-O" 0 0" 1 2 4 C C C- C C C C �J C ' C � C C C C C C C ADJ T BLE \ r BLE / 5HEUVE 5 \ w / SHE V JU5TA L / ADJ BLE AD U ABLE \ A JUSTA \ m/ \\` / \` I � / � � DJU5TA L \ i DJUSTA L. ELVES \ 5HE / -IL\j_--_v_It \ 5HE 5 / 5 EWE5 F�1 w E HELVES HELVES,/ /-7� w MICROWAVE, \ \ SHARP R-93005 / _ \ / L I ` —_¢ A_5 TILE GLASS 7'LE ' ] I BACKSPLASH 13D— I BAGK5FLA5H T5' REFRIGERATOR I (:OOKTOF / 0 ° 0 0 to 0 0 0 dm/ d/ 0 0 NILU N Ul \ 'MAGIC a OVEN MAGIC 2)ROLL-00 / (2)ROLL T RAY5 \ CORNER GORNER� TRAY5 a aLl DRAWER BELOW - B PROPOSED E?�ST ELEYA.TION G PROP05E`D NORTH ELEVAtTION CLIENT: PROJECT: DATE: DRMX ING TITLE: SHEET NUMBER: HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS W JULY 14,2014 PROPOSED KITCHEN ELEVATIONSAY ' 58 Winter Street, Boston,Massachusetts02108 BARN5TABLE,MA 02650 — 6 (617)542-1080 fax:(617)542-3467 - A Scale 1/2"- 1'-0.. 0 6 , 2 4 DJU5TA I E HELVES \ ADJ.S E v 5 / BREAKFAST ROOM OPEN TO KITCHEN BEYOND BEADED BOARD - BAGKSPLASH 0 0 0 0 0 0 0 0 0 \ ACCESS FROM ��/ \�> i \\\ OTHER FIXED PANEL \ EXISTING i� DPANEL5 2ROLL-OUT (1)ADJ9 A LE5HELF'\ FIREPLACE (2)ROLL-OUT TRAYS O O 5HELVES- > / \(\)RO L Du r TRAYi PROPOSED GORNER CABINET D PROPOSED YVEST ELEVATION F PROP05ED EAST ELEVATION G NORTH ELEVATION CLIENT: PROJECT: DATE: DRANVING TITLE: SHEET NUMBER: HICKOXWILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY JULY 14,2014 PROPOSED KITCHEN ELEVATIONS 58 Winter Street, Boston,Massachusetts 02108 BARNSTABLE, MA 026 30 . (61�542-1080 fax:(617 542-3467 A -7 Scale 1/2% V-0" 0 6• 1 2 4 EXISTING CL NEW 00145TRUGTION _-------------------------- ------------------ ------ ---- r I I j, p O j j WOOD FLO RING I -----I I DN r Dl——�—— I _ TO MATCH EXISTING j j REUSE OLD I ITCHEN FLOOR IF P055113LE I I I L_..................................................................... .................... — -------------------------- I I � .._ ........._.. _ ._ _.... ............................ ....................... 3 s:; NEW MARMOLEUM .......... .............................. FLOORING _ .r .__ .. EXISTING WOO FLOOR _ \. __ — NEW WOOD _.. _,...._.. _._...._..- FLU5H THRESHOLD I _..._._„ ..._ ..._....._. _,.._.. _ MATCH EXG PINE ._..._,._._.._,_......................._......_...__..........._._............_..._.,._._._._.................._._.._..... ..:_.......,..,,........._.._: �> ......_.,.._._.___._.............—.._._._.._._.._._�,�._..w._.,_...._....._._ DN j ........ ...................... ... ....... .......................„{. .......,,.. ............ .. I I UP I I I I ..,....,,...___..__..._.._._...,,..,._....___. REF I I UPI I I _ ... __ _.... ...,.. .�._..,_. _._..-_._............................................ I I WOOD FLOORING -- -- TO MATCH EXISTING, ------ ------ _._.-_.,,_._ _... .._ _...... . _ ... . .:_.... _ ... . _....::,..,.. _.. .__..___...__._..... �._.:............__.._. � I € -- t' ... ...... _...... ...- ......... ... .. ...... ..................... ... ........................_........... ...... .......... .........._................ .... -....... I __.. ..______.___.__._.__.- _._.... .__..___. _____-.....w...,..... _..________,._.....__...._ .._.__..._._ VN J I Oi I CLIENT: PROJECT: DATE: _ DKMVING TITLE: SHEET NUMBER DULY 1 4,20 1 4 HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS NAY PROPOSED FLOORING PLAN 58 Winter Street, Boston,Massachusetts02108 BARN5TABLE,MAC 02630 CALLED NORTH (617)542-1080 fax:(617)542-3467 Scale 1/4"=1'-O" 0 1 2 4 8 ` SURFACE MONUTED 4 WALL WASHER O RECE55ED FIXTURE UNDER CABINET LIGHTING p 0 p RANGE/SPECIAL PURP05E FUTURE DISPOSAL _ t_LL� ____� _____ __________� � DUPLEX RECEPTACLE I-- -------- ---- ---- ---- DOUBLE DUPLEX RECEPTACLE r ---------------—-------� SINGLE POLE SWITCH I I SINGLE POLE SWITCH WITH DIMMER I ~ 1 � I `•..,, ,,•- , - "-` 1 THREE WAY 5WITGH WITH DIMMER I EQ I 1 LIGHTS 1N HOOP-- 1 I 1f Q E E Q EQ EG 1 � 1 5KYLIOHT : —r- ; OPENING 1 - ------- - --- -` I I I I I J I I I I MICROWAVE REF - ON > I I €� I I CLIENT: PROJ ECE DATE: DRAR,ING TITLE: SHEET N U NIBER: JULY 1 4,20 1 4 HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY PROPOSED ELECTRICAL PLAN 58 Winter Street, Boston,Massachusetts02108 BARNSTABLE,MA 02630 CALLED NORTH (617)542-1080 fax:(617)542-3467 Scale 1/4"= 1'-0" 0 1 2 4 a h EXI5TINO _ REMOVE STAIRS, REMOVE AND SAVE ® TO BE DEMOLISHED LANDING,AND RAILING WINDOW5 TO REUSE V-4' 4' 5'-5' 5' 2'-1 o" r--- ------------- ----- — ----------- --------- ----------- ---� ......----------- I - I L----------------------------- REMOVE 4 DISP05E REMOVE WOOD FLOORING/ I AND SAVE TO REUSE, OF ALL APPLIANCES, FIXTURES,AND CABINETRY IF POSSIBLE I I I REMOVE , I I FRONT DOOR ff DN I 8 SIDELIGHTS � I I UP I / I I I UP AZI ------------- I `y!g CLOSET AND DOORS � � ON I u I wxr I CLIENT: PROJECT: DATE: DRMVING TITLE: SHEET NUMBER JULY 14. 2014 HICKOX WILLIAMS ARCHITECTS IVES 1 1 SHEPHERDS WAY DEMOLITION PLAN 58 Winter Street, Boston,Massachusetts02108 BARNSTABLE,MA 02630 CALLED NORTH (617)542-1080 fax:(617)542-3467 Scale 1/4"- 1'-0° 0 1 2 4 e 7T4 � ���. • .2 � ..-a(.�.1. raj ��,#; ,�. •�� �, ��- ' . ;,,,;�x„�.,� �C 1�OSE� �.x►ems►or�S . 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STNo 34774 W N WHITE `: i APLAN9�F FGISS6P ?�' > W m FSSIONA\-�a m L t� it NORTH ELEVATIO I SCALE: 114"=1'-0" Al UNLESS OTHERWISE NOTED Y6/11/2014 I� NEW SCREEN PORCH -- — — — — — — — — — -- \ C CD D / J i rL 04 O MATCH EXISTING ROOF - () X � i PITCH AND MATERIAL �i i � i i � � � � o p � a h- m ALIGN�ND EXISTING EAVES Mo 00 q o U 99 N V) O 00 00 N O O L Li ��L L] L L—1 u- a < 6-0" O \ W co - - - - - - - - - - - 11'-3" Z O REPLACE EXISTING (2)PT 2x12 BEAM w( W (3)PT 2x12 BEAM EXISTING W12x16 ---— W a - 10'-10" N N W r MMm W 27'-1.1WEST L SCALE: 1/4"=1'-0" A2 UNLESS OTHERWISE NOTED 30 YR.ARCH.SHINGLE Y7'6/11/2014 15#ROOF PAPER 7/16"ROOF SHEATHING 2x10 RIDGE NAILED 6"O.C.EDGES& 6"O.C.FIELD \ I �# C2r,4COLLARS 2x8 RAFTERS 16"O.C. I I I EXISTING ROOF 2x8 CEILING JOISTS 16"O.C. CRICKET W/EPDM ROOF I X' A xH2SA CEILING t5"MAX. ICLIPOFSCLIP CLIP EXISTING ROOF Q W NcD 2-2x8 CONT. 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