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0050 WILLOW RUN DRIVE
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'N �. ti � A k6t�1�.p+, .. - a ,,; a I ,gam .�� -. �: t �b 2�� ° o� e o '.� � � a. , [ . . ,.e,. ^ 4 � � .. n "G�' 4 9� ` #� �n a � � o ,� a e � �' �. o � � , � � e �. .�,�,�,;� . ,_. .._ ,.,,F . h.. . , � � Town of Barnstable Cif . �, � Building g rnixar�ra�e Post;This Card So That it is-Visibie;From.the Street Approved Plans Must be Retained on Job and#his Card Must ,e Kept MAN&. ��$ Posted Until.Final Insp Iection Has Been Made . :� pe��Y171� Where'-a Certificate'of Occupancy is Required,such Buidmg shall Not be Occup ed until a Final Inspection,has been made Permit Permit NO. B-19-4265 Applicant Name: DANIEL WOOD Approvals Date Issued: 04/29/2020 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 10./29/2020 Foundation: Location: 50 WILLOW RUN DRIVE,CENTERVILLE Map/Lot 210-069 Zoning District: RD-1 Sheathing: Owner on Record: NUGNES, PETER J& KRISTEN J Contractor'Narne -,,DANIEL C WOOD Framing: 1 i r License: CSFA-062822 Address: 50 WILLOW RUN DRIVE Contracto 2 CENTERVILLE, MA 02632T Est. Project Cost: $ 10,000.00 Chimney: Description: ADDITION 12X16 ON REAR OF HOUSE WILL BE AN EXTENSIONOF AN Permit`Fe:e: $ 161.00 EXISTING MASTER BEDROOM Insulation: _Fee Paid: $ 161:00 NEW EXTERIOR DECK 12X18 Final: DEMO EXISTING DECK v Dates 4/Z9/2020 i Plumbing/Gas Project'Review Req: -MUST MEET 110 WIND ARCHORAGE REQU IREMENTS Rough.Plumbing: ` .Building Official Final Plumbing: r g: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. a - h Gas: Rough r w ch this errnit has bee n ranted. g n s fo h All work authorized by this permit shall conform to the approved application and the''approved construction docume t, P g All construction, g an r ction alterations and changes of use of building and structuresshall be in compliance with the local zoning by-laws a1 1nd codes. Y g Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open forapublic inspection for the entire duration of the work until the completion of the same. j; Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building'and Fire Officials are provided on thispermit. Service: Minimum of Five Call Inspections Required for All Construction Work: `. 1.Foundation or Footing Rough: 2.Sheathing Inspection L , .--.--.. ;_ — —_•_.---• _ -. - ., 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 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 62! 1HE Application Number.. Z .4" 318ViSN9V9 JO NM01 Permit Fee.......................................Other Fee,....................... 59. 833 TotalFee Paid.............I.................................................. ...... 'id3O ON101ins TOWN OF BARNSTABLE Permit Approval by.....:...........................on............:::............ BUILDING PERMIT map........-a.1�p........:...........Parcel:......4....1�/a 9 ................................ APPLICATION Section 1 — Owner's Information and Project Location Project Address- O 601 1/0 tJ 120A.) Village ex;VreY.Uj;11,i Pk Owners Name /&7-iz� 3 C-A N hi 1=7 0 Owners Legal Address -4'0 -W idaej PoN 6ZNMtV t State zip- Owners Cell# 50 S L110 0 E-mail P U e,5 Lo k. Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,060 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit Ej New Construction ❑ Move/Relocate ❑ Accessory Structure E] Change of use El Demo/(entire structure) ❑ Finish Basement El Family/Amnesty ❑ Fire Alarm Rebuild Deck Apartment Sprinkler System YAddition ❑ Retaining wall ❑ Solar El Renovation El Pool El Insulation NII Other-Specify Section 4 - Work Description /,--2 OAJ /9-a4vL 49tC I-ID05-0-. >lf 6L- I Aj i:zw aa -2> 2-X T.Ad iintinted- 11/mnni R i x Application Number.................................................... Section 5—Detail' Cost of Proposed Construction O -a®o Square Footage of Project JZ X i, Age of Structure -35 V45 Dig Safe Number ®�C) # Of Bedrooms Existing Total# Of Bedrooms (proposed) --:5Arnc, /,j o G9 ,6- 110 MPH Wind Zone'Compliance Method ❑ MA Checklist WFCM Checklist ❑ Design' ' t Section 6—Project Specifics 5'Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing' ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private ,! Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes WNo � i Section 7—Flood Zone Flood Zone Designation /y 6 Within or adjacent to a wetland, coastal bank? Yes ❑ No Imo' �G Section 8—Zoning Information Zoning District Proposed Use `Y Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required_ Proposed t o Rear Yard Required (5 Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: 11/15/2018 Application Number............................................ Section 9- Construction Supervisor Name ,� pet l Telephone Number 1�D� 94 34v,;- 0 Address YS� -z)0g1nL6U1�,�- City State Zip �� r License Number License Type I+ :2-`Expiration Date S 7Z% Contractors Email e' .i/Dz1 Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. r Signatur � Date Section 10—Home Improvement Contractor Name 1��ay ?,C�O�c� Telephone Numbers Address�S_�l��it' City -ThJX 8 State Zip Registration Number / -7-7 -3 Expiration Date -3 I 'z E l Z I I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation aired by 780 MR and the Town of Barnstable.Attach a copy of your H.I.C... Signatur Date ,� Z-9 '/� Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number .y I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE F Signa a Print Name (��®� Telephone Number E-mail permit to: � , �o C� f 4e4 Last updated: 11/15/2018 f •,. Section 12—Department Sign-Offs 13ealth Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department M. Conservation ❑ For commercial work,please take your plans directly to the fire department for approval, Section 13— Owner's Authorization L T-�O' M as Owner of the subject property hereby authorize 229k� -L&� to act on my behalf, in all matters relativ IIto work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name •- . i J A Last updated: 11/15/2018 SCANNED otAl� V A) �r a � 1r 14 LL Old L Iv Vey roe �p :ol Wd VO:L le OZOZ'9Z Ajenjga_� :oleo e°X!s :33a(gnS / au�sp���ioo,�st�na6(a�ll Pooh muea :woj:l e� h(31 Carter, Jeff From: Carter,Jeff Sent: Friday, March 06, 2020 4:30 PM To: 'THEJGROUP@COMCAST.NET' Subject: ViewPermit, Permit No:TB-19-4265 Good afternoon, This email is in regard to additional information provided on 3/6/20 for the address of'50 Willow Run. The submitted check list that was submitted is incomplete with very little information that would provide compliance to the wind code and was missing a compliant framing detail for the deck.that is also part of the project. This application will stay in denial phase until compliant documentation is provide. Respectfully, Jeff Carter Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508 862-4035 1 Carter, Jeff From: Carter,Jeff w Sent: Thursday, March 05, 202012:03 PM . To: 'THEJGROUP@COMCAST.NET' Subject: Permit/Application:TB-19-4265 at 50 WILLOW RUN DRIVE, CENTERVILLE for Building - Addition/Alteration ..Residential Good morning, Please be advised that we are currently reviewing your permit application for 50 Willow Run Drive, Centerville. At this time we have to deny your permit until additional information is provided:_.Please provide the following for our continued review: 1) R107:1 Construction Documents/Submittal documents provide a complete and labelled set of floor plans to= verify bedroom expansion at its proposed location. 2) R301.2.1.1 Wind Limitations and Wind Design Requirements—provide documentation that submitted project(master addition) meets the requirements of 780 CMR-,for wind loads in the town of Barnstable either by "wet stamp"from a registered,design professional or by documentation for a compliant prescriptive design. 3) R507 Exterior decks—provide documentation by"wet stamp" that plan submitted meet the requirements of 780 CMR or provide a plan set that demonstrates a design criteria that meet the requirement of the Prescriptive Residential Wood Deck Construction Guide. And, if aggrieved by this notice and order; to show cause as to why you should not be required abate the violation in this notice,you may file a Notice of Appeal specifying the grounds thereof with the State Building Code Appeals Board within forty-five (45) days of this notice in accordance with MGL 143 c. 100 and 780 CMR. Respectfully, Jeff Carter Local Inspector Building Department Town of Barnstable -200 Main Street Hyannis, MA 02601 508 862-4035 1 , i� 1 AWC Guide to Wood Construction in High Wind Area_ s:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.z.1.1)' Check �.,.� Compliance 1.1 SCOPE �c/�.�..�,g UB/l� G/L WindSpeed (3-sec.gust)................................................................. .................................................110 mph . Wind Exposure 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) ......................................:.... <_ 12:12 Mean Roof Height .............................................................: .......................(Fig 2).................... ......_ft <_33' BuildingWidth,W...............................................................(Fig 3)................................................ _ft 5 80' BuildingLength, L ..............................................................(Fig3 .............................—ft `5 80' Building Aspect Ratio .................................... Fi 4 <_3:1 _ Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................l5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION d Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.......................:..................................:.................:................................................. Concrete Masonry................................................................... ......:......................... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4) in. Bolt Spacing from endfjoint of plate ......:.....................(Fig 5)..............:....................... in. 5 6"=12" Bolt Embedment—concrete.........I.....................:........(Fig 5)................................................:_in.>7" Bolt Embedment—masonry..........................................(Fig 5)............................................ in.>15" Plate Washer............................... ..........(Fig 5)........................ 3"x 3"x W . 3.1 FLOORS Floor framing member spans checked .....................I.........(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 Floor Bracing at Endwalls...................................................(Fig 9) ,..............................................................:.. Floor Sheathing Type ..........................................................(Per 780 CMR Chapter 55)...:................................ � Floor Sheathing Thickness .....................:..............:........:...(per 780 CMR Chapter 55)................. :.... in. Floor Sheathing Fastening................:.....................:..........:(Table 2)... `$ d nails at,.9in edge/_in field . 4.1 WALLS Wall Height / Loadbearing walls....................................:...................(Fig 10 and Table 5)............................ ft 5 10' V Non-Loadbearing walls.................. .. ..... .. .... .... . .....(Fig 10 and Table 5)............. .. ..... . Wall Stud Spacing ......... ..... ... ....................................(Fig 10 and Table 5)...................:._in. �ft`'.20' _ o. 2ft :5 d Wall Story Offsets ..........: ...............................(Figs 7&8)..........................................._ft <_ . 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...............................................:........(Table 5)..............................2x—L-_ft_in. Non-Loadbearing walls...........................................:....(Table 5).....:........................2x_-_ft_in. Gable End Wall Bracing'. Full Height Endwall Studs............................................(Fig 10).......:.......................................................... WSP Attic Floor Length:.......................................... ........................ ft g ....(Fig 11)...................... —aL Gypsum Ceiling.Length:(if WSP not used)..................(Fig 11)............................................_ft 2:0.9W 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)....................................._ft --ice Splice Connection(no.of 16d common nails).............(Table 6).......................................................... t ti ATVC Guide to Wood Construction in High Wind Areas: HO mph Wind Zone r Massachusetts Checklist for Compliance (780 CM_K 5301.2.1.1)I Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections N " a-f Lateral (no.of 16d common nails).................... ..........(fable 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...(Table 9).................................._ft_in.<_11' Sill Plate Spans (Table 9).................................._ft_in.<_11' Full Height Studs`(no. of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................._ft_in.5 12' J� SillPlate Spans............................................................(Table 9)..................................._ft—in.<_12" Full Height Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W g2 Nominal Height of Tallest Openin <_ ..............................................................................._ 6,8„ SheathingType.............................................(note 4)...........:.......................................... Edge Nail Spacing able 10 or note 4 if less ....................... in. Field Nail Spacing able 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 Opening2................................... 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 able 11 ....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .............................................I.....(Figure 19)............._ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral............................................(fable 12).............................................L= plf Shear.... .......................................(Table 12).............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13).'..............................T= plf Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors / Uplift................................................(Table 14).:............................. ............U= lb, U" Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ / Roof Sheathing Thickness........................................... .............................................._in.z 7/16"WSP Roof Sheathing Fastening...:.......................................(Table 2).......................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific'exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 inph Wind Zone Massachusetts Checklist for Compliance Viso cmx 5301.2J.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 THIS EDGE REM ON FRAMING LW&i NAILS AT fi ,c 11 11 11 - 11 41 i l 11 11 r /1 11 11 1) 11 ' II 11 11 1 11 •. 11 11 1 N 1-1 1L L� 11 I l 1 .0 11 11 N 1 11 I- 1 m ii ii a ►' a 1/ o _ ii Ir n u 1 11 I I ii 11 1 - I t Q 11 I r Its 1 a 1 ilia I,r 1 J I Ir.W 1 i ii 3 i It t • 1 � 11 II 1 11 11 I DOU6LE£DC>E �-- NAILSPACING pykt d. See Detail on Next Page Vertical and Horizontal Nailing fo'r Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone t Massachusetts Checklist for Compliance (780 CAIR 5301.2.1..1)' Q w n 1 I a� r t' I , r za w r r; + i FRAAAING MEMBERS r I � EDGE E+1TFRMEDIATf �r r i _ I � r I � � s•PAIN. , . STAGGERM XWL PATTERN PANEL PANEL EDGE DOUBLE NAIL EDGE SPAMG DEAL Detail Vertical and Horizontal Nailing for Panel Attachment ..;;;LDING DEPT. ��� AWC Guide to Wood Construction in Hi h Wind Areas: 110 Mph Wind Zone S MAR 10 Mssachusetts Checklist for Compliance(780 Crnn 5301.2.1.1)' TOWN OF BARNSTABLE ® WO U AW Check Compliance 1.1 SCOPE XeS OA WindSpeed(3-sec.gust).......................... ........................ ....... .................................................110 mph WindExposure Category.................................................................. ............................................................... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope-shall be considered a story) stories 5 2 stories RoofPitch .................................................................I........(Fig 2) .................:......................... 512:12 .. MeanRoof Height ............................................ .......................................(Fig 2)................... .....� s ft 33' BuildingWidth,W...............................................................(Fig 3)................................................ /&ft-<80' BuildingLength, L ..............................................................(Fig 3)...............................................;.J 2-ft 5 80, Building Aspect Ratio (L/W) ...............................................(Fig 4).................... ..... ................... .... -2.A <_3:1 Nominal Height of Tallest Openingz ...................................(Fig 4)................................................ A Itt 6'8" 1.3 FRAMING CONNECTIONS / General compliance with framing connections.................::.y(Tatble 2)................................................................ ��UNDATIONP(.�s meeting requirem nts of 780 CMR 5404 6 Concrete...................................................................:::............:........................................... ConcreteMasonry...............................:................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'-' . 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)......................................:........ in. Bolt Spacing from end/joint of plate ............................(Fig 5)..............:....................... in. <_6"—12" Bolt Embedment—concrete.......:........... ..........:..........(Fig 5)................................................. . in.z 7" Bolt Embedment—masonry.........................................(Fig 5)........................I.................... in. >_ 15" PlateWasher...............=..........................................(Fig 5)................ ..............................z 3"x 3°x'Y4" 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).................... ....................I.......... ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).............. .._ft <_d .................................... Floor Brac g-at E�rduvalis„_ .........:...... .....:.:........,.........:(Fig 9)...................................................................I Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........I .................... . m. - —� Floor Sheathing Thickness ............... .....,........... �(pW7-80-CMR Chapter 55)....................... Floor Sheathing Fa'steningl.................. 4 i (Table 2)...$� d nails at tin edge/ infield . 4.1 WALLS Wall Height ►e Loadbearing walls........................................:................(Fig 10 and Table,5).......................... ft <_ 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)........................... ft <_20' Wall Stud Spacing :.................. .............................(Fig 10-and Table 5).................../(o in. 5 24"o.c: Wall Story Offsets .....................................................(Figs 7&8)........................................... ft <_d 4.2 EXTERIOR WALLS3 Wood Studs �Q 1' Loadbearing walls........................................................(Table 5)..............................2x _ft 11 in. Non-Loadbearing walls.................................. .(Table 5)..............................2x -_fto in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)...................................................:.............. WSP Attic Floor Length................................:..............(Fig 11).............................................. ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)............................... .........................J..... 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 JpeQ/ Splice Length ........................................................(Fig 13 and Table 6)......................................D ft Splice Connection(no. of 16d common nails).............(Table 6).......................... ............................... 'a AWC Guide to Wood Construction in High WindAl'eas: 110 inph Wand Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Tables 7)......................................................V Non-Loadbearing Wall Connections ,.' , Lateral (no.of 16d common nails)...............................(Table 8)........................................................ Jz Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._/,�2 ft—in.<_ 11' Sill Plate Spans ........................................................(Table 9)..................................Y,-ft!'in.s 1 y Full Height Studs (no.of studs)...................................(Table 9)....................:................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for comp lilce to Table 9) HeaderSpans.:...........................................................(Table 9)..................................—ft in.<_12' SillPlate Spans:..........................................................(Table 9).................................. ft__fin. <_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 Opening2 ...............................................................................�i�6'8" Sheathing Type (note 4)... 1�-lap�X Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in.Field Nail Spacing ......................................... able 10 ..............................3*in. Shear Connection(no.of 16d common nails)(Table 10)........................................................— Percent Full-Height Sheathing ...... able 10 ................................................. 120 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L // �� Nominal Height of Tallest Opening2............... ........................P��...�.i I . . �D <_6'8" Sheathing Type.............................................(note 4).... ..............�Y...... -� ..... 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).........:......................................../.�%o 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.......:..................................................... ................................................................ 5.1 ROOFS Roof framing member spans checked?... ..................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................... (Figure 19)............. ft,__<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ' Uplift................................................(Table 12)............................................U= plf LLateral.............................................(fable 12).............................................L= pif Shear..............................................(Table 12)................ S= Of Ridge Strap Connections,if collar ties not used per page 21... (Table 13) . ��. . T= plf Gable Rake Outlooker.........................................(Figure 20)1(04...._ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors `.{-J fd 1 4k�S t 5ot3 t ` CAA Uplift................................................(Table 14)..... .U= Ib. Lateral no.of 16d common nails)... able 14 ...�-aI f.......'4! ....I0..L= lb. Roof Sheathing Type....................................................(per 780 CM Chapters 58 ani 9) ..:......... Roof Sheathing Thickness........................................... .. ......................................... in. >_7116J SP Roof Sheathing Fastening...........................................(Table 2)...................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b.` 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. r AWC Guide to Wood Construction in High Wind Areas: 110 rnph Wind.Zone Massachusetts Checklist for Compliance (780 Crnx 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 THIS EDGE RESTS ON FFYIMING USE&i NAIS ..-..1- ___T u 41 11 41, 11 1 11 It - II 11 11 1 - H FI 11 11 11 1 ' 1 11 II 1 11 � 11 - i m ii a 1 CD M 11 11 iY i'i 1 Z 11 � 11 ►r g 1 d • Ir oQ it Ir � 1 II 11 11 ii - 11 z 11 11 1 I I d IJ a IJ I.r 7 - 1 1 .Q 11 i t 11 11 11 7 1 1 � 11 H' 1 ri • 1 11 11 11 DOUBLE 6DC'E ` MAR-S'PAC"iM See Detail on Nexi Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 rnph Wind Zone Massachusetts Cheddist for Comm fiance (7so CMR 5301.2.1..1)i Mass P i 2z° i ®R c + I z w i I n + FRAAAING MEMBERS I + EDGE EiTERMEDIAT£ •� +i + -� - — STAGGERED J.MKJ NAIL PATTERN PANEL PANEL EDGE DQUME NAIL EDGE SPAMG DETAL Detail Vertioal and Horizontal Nailing for Panel Attachment From: Daniel Wood thejgroup@comcast.net Subject: Date: April 13,2020 at 1:09 PM To: ��tD� .G-pcP�. 'APR 2 2 2020 TOWN OF BARNSTABLE RE: 50 Willow Run Centerville Ma.02632 PERMIT APPLICATION Jeff, , Here is the plan-showing thedesign and notes-The-pfan-meets"the deck code as'r64 i Wd: Let me know what else you need I have given you the plans,the site plan copies,the 110wind,the plans with notes,the drawing of the existing floor plan with the location of the smoke detectors as requested. I would like to wrap this up and get the permit as soon as possible. Dan Wood 508-813-3620 n REScheck Software Version 4.6.5 Compliance Certificate Project Bedroom Addition Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Centerville (Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Willow Run Dan Wood Centerville, MA 02632 32 Federal Eagle Rd. Duxbury, MA 02332 Compliance: 0.0%Better Than Code Maximum UA: 50 Your UA: 50 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity', Cont. U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 192 38.0 0.0 0.030 6 Wall 1:Wood Frame, 16"D.C. 320 21.0 0.0 0.057 13 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 44 0.300 13 Door 1:Glass 40 0.310 12 Floor 1:All-Wood joist/Truss:Over Outside Air 192 30.0 0.0 0.033 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code,9th Edition, Energy Efficiency requirements in REScheck Version 4:6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 1 of10 � .. y F' �..sx�. auvw.a,,.,e�wna.�au+,=,ram., .�.�m..w«w.wvw�. .ex m..a.4.+• ��m:_. - ,�. } .may.; '., j -gj ,. b _ { '' 750 C M R 51 .00: ifMassachusetts Residential Code, 9th C N Edition, Energy Efficiency Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 36.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.31 Heating System: Cooling System: Water Heater: Name: Date: Comments �I r f 1 .. �, ,� � ..F\s � •x ".� : � - � �r ,��a� �� `� � ,�,. f f!{lj ' , � � y �. ' 4, es �� i+Rpy-se � .- _ .«. _ «pro,+�m .+:�w+w..w,a+«rn,r+r� a .0 .d..�.er+�.w�ne. � � ;,� � -� ..vnrm�.a+... .. t r .�xxe.t..y+w�sw, p .. " ..... "°M"f""^"'�. .,.'asp._ .. .. ... .. .� '^ r �' �` ��. !,A � _ _ '' b Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies?R Comments/Assumptions & e .ID 403.6.6 All ventilation air inlets are ❑Complies ; [FI36]3 unobstructed and located a ' ❑Does Not minimum of 10 feet from other vent openings that constitute ❑Not Observable known contamination sources. ❑Not Applicable ; Outdoor forced air inlets are covered with rodent screens..A ; whole house mechanical Iventilation system does not extract air from an unconditioned basement unless approved by a registered design professional. Where wall inlet or exhaust vents ; are<7 feet above finished grade in the area of the venting an , identification plate is permanently mounted to the exterior of the building at a >=8 feet above grade directly in line with the vent terminal. 404.1 '75%of lamps in permanent ❑Complies ; [FI6)1 !fixtures or 75%of permanent ❑Does Not Ifixtures have high efficacy lamps. ; I Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23)3 no continuous pilot light. -]Does Not ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) _ Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 10 of 10 3 , r' .. +�; ... ; _ � h r s �� �.. �.k. � .vim t.1 d '. .. r •� •- �4 �; - - - r - ,� _ _. _: � _ . •- .y, .7 , � - - Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.4 Drain water heat recovery units t ❑Complies ; [F131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- ; side pressure loss of drain water 1 heat recovery units<2 psi for individual units connected to three or more showers. 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.6.2 Installed performance of the ❑Complies ; [FI32]3 mechanical ventilation system ❑Does Not tested and verified by a HERS Rater,HERS Rating Field ❑Not Observable ; Inspector,or an applicable BPI ❑Not Applicable Certified Professional,and measured using a flow hood,flow grid,or other airflow measuring device in accordance with either RESNET Standard Chapter 8 or ACCA Standard 5. 403.6.3 Ventilation devices and ` ❑Complies (FI33]3 equipment are tested and ❑Does Not certified by Air Movement and Control Association("AMCA")or ❑Not Observable Home Ventilating Institute ❑Not Applicable ("HVI")and the certification label is afixed to product.Where ; multiple duct sizes and/or exterior hoods are standard ; options,the minimum size shall not be used. , 403.6.4 6pSound ratings for fans used for ❑Complies [FI3413 Swhole building ventilation are ❑Does Not rated at a maximum of one sone. ❑Not Observable ❑Not Applicable 403.6.5 Owner and the occupant of the [ Complies [FI35]3 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, ❑Not Observable including instructions on the ❑Not Applicable ; proper operation and maintenance of the ventilation systems.Ventilation controls shall be labeled with regard to ; , +their function. 1 High Impact(Tier 1 2 Medium impact(Tier 2) 3 Low Impact Tier 3 9 P ) P P ( ) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 9 of10 } i G_ - u..rz:mw�+»wru�Qsw.anuw.nw�*.nrt.. rww'yrwwx�nnlw �. meaRw.nwww.�ew�wmrrwe � rwr�ww�w.Wr.a�ww+wwr'+wr.wewrr vnw.+. uxsv.. dwWrwiw�woi*.nrw«mow. awmere�w' �wrw.xa. mreeseae.+mpwcs wwap.�nrwwvm.a;r axx�nxwmwwx�. rrw,wns emc�+e x ' wwrwarxaxwrewwae�mvxrn.r� vuiwa���errr�.w�xwmw.xhw.wxaurumw.wmmrnKw.�wwxwe J rgmw.w�..a .•ar.rnwnww�Ml.nroh�wrNaw�+.+.rm .eaenmrwmmwamenn �. ' -. .naw�ae+w�.wv.uwxr+�. _ w.rw�+Rraww.,•ww�wwwnrnwv+ruwvwM.rtuw.vwsHw. _ emae�m�w+.�w++ove ' Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.3.3 Ducts are pressure tested to ; cfm/100 ; _cfm/100 10Complies ; [F[27]1 :determine air leakage with _ ft2 ft2 :❑Does Not either:Rough-in test:Total leakage measured with a t-INot Observable i pressure differential of 0.1 inch ; ;❑Not Applicable ; M.g.across the system including ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total j ;leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system ii including the manufacturer's air handler enclosure. Post- ;construction or rough-in testing jand verification done by a HERS ' I Rater,HERS Rating Field ; Inspector,or an applicable BPI I Certified Professional. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 _cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable handier @ 25 Pa.For rough-in ; ; :tests,verification may need to ; ;❑Not Applicable ' ;occur during Framing Inspection. 403.5.1 g Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑goes Not accessible manual controls. • ❑Not Observable IE]Not Applicable 403.5.1.1 j Heated water circulation systems ❑Complies ; [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ; pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the Piping. 403.5.2 Water distribution systems that ❑Complies ; [F130]2 have recirculation pumps that' ❑Does Not pump water from a heated water ; supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water ' system. Pumps have controls I that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 8 of10 1 ti f ! _ L � _ i v Y "'�'"^' J` .. r �r_ '{ - _1 .. 4ans.s..w.•.Mr�+uK+bir� µ _ t Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every I300 f t. []Not Observable s ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F[18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable , 401.3 Compliance certificate posted. ❑Complies ; (FI7]2 []Does Not ❑Not Observable ` ❑Not Applicable 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.21 ❑ Steel ❑ Steel 402.2.E 1❑Not Observable [FI1]1 ;❑Not Applicable i 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. r ❑Not Observable IC]Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 "insulation>_R-value of the i UDoes Not I adjacent assembly. ❑Not Observable ; !❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50=_ ;❑Complies [FI17]1 Iach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable l ;❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F[9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ' ❑Complies [FI10]2 on heat pumps. ❑Does Not -]Not Observable # ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback { []Not Observable control to lower boiler water temperature based on outdoor R ❑Not Applicable temperature. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 1 by manufacturer at<=2%of ❑Does Not r design air flow. w []Not Observable ❑Not Applicable 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 7 of10 x � t i , r 4 �.. . '• swe�rxwxxwa< x+rwe+Mwawa.���vmw�w..»...�ewra..m5 +n•ncwnwmM+vm.«�rrcwwnw.wwuwwe n_.rorwwmcwanu�v.�.aw. ..waxier+. '- (.. .. -. ... nuevuw�imw�v»+wwve•ramro�.v+.m.. rmw .. l 3 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 1AIl installed insulation is labeled _ ❑Complies [IN13]2 or the installed R-values ❑Does Not 0 provided. R []Not Observable ; ❑Not Applicable 303.2 i Wall insulation is installed per ❑Complies ; [IN4]1 !manufacturer's instructions. ❑Does Not ❑Not Observable IE]Not Applicable j 303.2, ;Floor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the ! underside of the subfloor,or floor [-]Not Observable 1 {framing cavity insulation is in ❑Not Applicable ;contact with the top side of sheathing,or continuous insulation is installed on the ! underside of floor framing and !extends from the bottom to the top of all perimeter floor framing I !members. ! 402.1.1, Mall insulation R-value. If this is a; R- R-_ TiComplies !See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the El Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass i❑ Mass ❑Not Observable ; [IN3]1 ;exterior,the exterior insulation ! requirement applies(FR10). {❑ Steel !❑ Steel !❑Not Applicable ; ! ! i ! 402.1.1, ;Floor insulation R-value. R- R- I❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ',❑Does Not table for values. [IN1]1 ; !❑ Steel !❑ Steel ! ❑Not Observable , j :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 6 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 403.6 3 Each dwelling unit of a residential ❑Complies ; [FR19]2 building provided with ❑Does Not continuously operating exhaust, supply or balanced mechanical ❑Not Observable ventilation that has been site ❑Not Applicable verified to meet a minimum Iairflow per Section N1103.6. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact—( 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 5 of10 f � -ma.� +vmm«�+vx»naca+.�w�wwr. .. ,wwek�v�mw a � 3 i .7 .T ^ � ww�oMn¢'.. semMwenrprtw.sMv tsm».vq' ,. .. mn4 tY�Y' S Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ;" ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U_ ![]Complies See the Envelope assemblies 402.3.1, laverage). 10Does Not ;table for values. 402.3.3, 402.5 :ONot Observable [FR2]1 ; ;❑Not Applicable ; 402.1.1, ;Glazing SHGC value(area- ; SHGC:_ ; SHGC:_ ;❑Complies ;See the Envelope Assemblies 402.3.2, 1weighted average). ;❑Does Not ;table for values. 402.3.3,402.5 ; ❑Not Observable [R3]1 ; ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 i installed per manufacturer's { ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies [FR20] !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ' Ior has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies ; [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable i ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 :insulated>=R-8 where duct is []Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and I return ducts in other portions of ❑Not Applicable !the building insulated>=R-6 for :diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not Vi ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R-_ R-_ ;❑Complies [FR17]2 above 105 4F or chilled fluids ;❑Does Not below 55 41 are insulated to aR- 9} ;❑ 3 ; ; Not Observable ; ❑Not Applicable 403.4.1 1 Protection of insulation on HVAC ❑Complies [FR24]1 (piping. []Does Not []Not Observable IONot Applicable 403.5.3 Hot water pipes are insulated to ; R-_ ; R_ ;❑Complies ; [FR18]z >11-3. ;❑Does Not ❑Not Observable I ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 4 of10 Y .` _ emu., .•+wx �. _ •a-�s ��... x�.,.�.«..�,a�,w.u.. ,.»��... _ � .. .�^�.�«^�,•. ,a..� ,. - �.«s��w:waw�w..�.ww _ •. } w.,w�,W�,»:... "a`».w,.,�a,��w,w. r L 1 1 �y A { �. .n.•M'nk.+-+y�'4s*�n'ia�.w�w�cd, .R.w!F'+*�+'ww.,.w.wxwrww::ramee.wrwYxuw�w.xu. w,w+�wwvuvEa_ fCj J f• .. 1 � - - ,.� .• .- Y W .,� _ it �� • _ �.wwnrow.n q �' _ .i°11P�' 'Y'�' N.mgnppv+pv,:aao.mros.�. ,xas.mM v�a+Mnw.w.ew+ n a Section � # Foundation Inspection Complies?T_ Comments/Assumptions &Re .ID 303.2.1 JA protective covering is installed to ;Complies [F011]z protect exposed exterior insulation :,ODoes Not 4 and extends a minimum of 6 in. below ;E]Not Observable grade. :ONot Applicable 403.9 Snow-and ice-melting system controls;Complies [F012]2 installed. ;Does Not low:;0Not Observable: ONot Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bedroom Addition Report date: 02/05/20 Data filename: Untitled.rck Page 3 of10 r� .t t s 4 t { t T 5 - i T a f , •� � REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 ;documentation demonstrate � � ❑Does Not [PR1]1 !energy code compliance for the l� !building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable ; ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for x [PR3]1 lighting and mechanical systems. ❑Not Observable ; U :Systems serving multiple ❑Not Applicable :.dwelling units must demonstrate _ compliance with the IECC ; !Commercial Provisions. ! 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based 1 Btu/hr Btu/hr_ ;❑Does Not [PR2]2 on loads calculated per ACCA ! Cooling: Cooling Manual J or other methods ; ❑Not Observable approved by the code official. ; Btu/hr Btu/hr_ ;❑Not Applicable ! 103.1 ;Solar-Ready Roof:New detached E ❑Complies [PR4]1 ione-and two-family dwellings, i ❑Does Not jand multiple single-family ;dwellings(townhouses)with>_ ❑Not Observable 1600 ft2(55.74 m2)of roof area ❑Not Applicable ;oriented between 110 degrees and 270 degrees of true north ; comply with sections AU103.2 s ! !through AU103.8(1113103.2 ;through RB103.8). Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bedroom Addition Report.date: 02/05/20 , Data filename: Untitled.rck Page 2 of10 ra ._ t xwxauvx. _•5er.�r . � f rRa�nc wwwxvvwviwy W I yy f +�rwwwrw�rea�rmmw.w.r..w�e. i1 �.. .werwrrwvw:.=..xrs r• .:. 'S . F 1 wwtiw+.rci d+svrarww5-•yv�s www5� _. .. ,. ` r F L g i. F ' i Town of Barnstable - 0 Bu h� Ca�d.So That�tyis,U�sible From the Street, A rxoved PlansMust li`e Retained orn.lob and;th�s Card Mustbe Kept v wtxeee Post T 5 h= ,z PP • M+ PostedUntd Final InspectionHasrBeen Made �g Permit e � <; - � ; �-�cate:of�O.ccu anc. "s:Re u�recl such Buildm shall Not be Occupfed<unt>€I a F�iinal Inspectaonzhas,been m�acle �,,, Permit No. B-16-1702 Applicant Name: Cheryl Gruenstern Map/Lot: 210-069 Current Use: Zoning District: RD-1 Date Issued: 07/15/2016. Permit Type: Solar Panel-Residential Expiration Date: 01/15/2017 Contractor Name: SOLAR CITY CORPORATION - Location: 50WILLOW RUN DRIVE,CENTERVILLE Est Project Cost: $24,000.00 Contractor License: 168572 i 777 > � Owner on Record: ECKMAN,MICHAEL E&ATKINSON, NORMA PermitFlee =' $ 172.40 Address: 50 WILLOW RUN DR k � 172.40 CENTERVILLE, MA 02632 Date rr� 7/15/2016 Description: Install solar panels on roof of existing house,with any upgrades,if applicable,as speclfied,by PE in Design;To be interconnected with home electrical system 9 r- 88 kW 3�8 Panels JB-0263112 f;> f7 Project Review Req ; Install solar panels on roof of ex ting house,with any upgrades, if appllfcable,asspecified by PE in Design;To be interconnected with home electrical system 9 88 kW 38 Panels JB-0263112 r Building Official This permit shall be deemed abandoned and invalid unless the work auhorized bythis�'permi s commenced within sa�mon�thsafterissuance. All work authorized by this permit shall conform to the approved application a,ndthe approved construction documents for whichthis permit has been granted. All construction,alterations and changes of use of any building and structures shall Al in compliance with the local zanirig y laws"and codes. This permit shall be displayed in a location clearly visible from access treet o'rroad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.. Minimum of Five Call Inspections Required for All Construction Work—, 4, - 1.Foundation or Footing_ 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue�lin�ng is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspedion� ,.' 5.Prior to Covering Structural Members(Frame Inspection) ` 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. ON t "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT—ISSUED RECIPIENT 5' 1T— 1~ r 4k� t Solar0ty Date: Jun3 24, 2016 TO: Barnstable Building Department 200 Main Street Hyannis, MA 02601 From: SolarCity Corporation-Cape Cod Warehouse RE: 50.Willow Run Drive, Centerville Permit Nos.: BP TB-16-1702—submitted 06/15 1p th 4EP ?O E-16-1235 �FB Old System Size: 38 Panels 1�9.88 kW �N � 't 16 Revised System: 19 Panels @ 4.9 kW r ' 84 Our Job No.: JB-0263112 Note: Attached are the revised plans for our solar installation project located at 50 Willow Run Drive in Centerville. Since the permit applications were submitted, twenty(20)panels have been removed from MP with one (1) of those panels being added to MP2. We would greatly appreciate the revised plans being added as a modification to our permits. Revised Size: 19 modules @ 4.9 kW-DC. Please contact me directly with any questions/concerns. Cher CG ruenstern � Cheryl Gruenstern Permit Coordinator Direct Line: (508) 640.5397 cgruenstem@solarcity.com - 112 Great Western Road,South Dennis,MA 02660 T (866)SOL-CITY solarcity.com At 05500.AR M-8937.AZ ROC 243771/ROC 245450.CA CSLB 888104,00 EC8041.Cr HIC 0632718/ELC 0125305,DC 410 514 0 0 0 0 8 0/ECC902585.DE 1011120386/T7-6032.FL EC13006226.HI CT-29770.It 15-0062,MA HIC 168512/ EL-1136MR.MO HIC 12 8 94 8/110 05.NC 30801-U,NH 0347C/12523M.NJ NJHIC#13VH06160600/34EB01732700.NM EE98-379590,NV NV2012TI35172/C2-0078648/B2-0079719.OH EL.47707.OR CBIB0498/C562,PA HICPA017343,Rl ACO04714/Reg 38313.TXTECL27006,OF 8716950-5501.VA ELE2705153278.Vr EM-05829.WASOLARC•91901/SOLARC•905P7.Albany 439.Greene A-486,Nassau H2409710000,Putnam PC6041.Rockland H-11864-40-00-OQ Suffolk 52057-H.Westchester WC-26088-HlS,N.Y.0#2001384-DCA SCENYC!N.Y.C.Licensed Electrician.#12610,#004485.155 Water St 6th Fl..Unit 10..Brooklyn,NY 11201#2013966-0CA All loans Prodded by SolarCity Finance Company,I.I.C. CA Finance Lenders License 6054796.SoiarCity Rnance Company.LLC Is licensed by the Delaware State Bank Commissioner to engage in business in Delaware under license number 019422,MD Consumer Loan License 2241,NV Installment Loan License IL71D23/IL11024,RI Licensed Lender#20153103LL.TX Registered Creditor 1400050963-202404,VF Lender L icense#6766 i Town € f Barnstable oks"e roy, regulatory Services o Richard V.Scan,Director s „ Building Division .7 1 ' Tom Perry,Building Commissioner 'OrEn mat 200 Main Street,Hyannis,-MA 02601 www.town.barnstable.ma.us Office: 508-862-40.38 Fax: 508-790-6230 Approved:' Fee: Permit#: ' HOME OCCUPATION REGISTRATION Date: S Name: 2vt-y lL(i Phone#: 50 S-36t 5717 Address: 5-y L-J l flo u-, A,,i.i vY' Q Village: LJ i r F Name of Business: f�,v 6 con O r1 Cam S to�Gt�I ove Ma � lU Type of Business: Map/Lot WrENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit;located within that dwelling unit • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customaryin residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by suchuse shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pickup truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No'sign shall be displayed indickting the Customary Home Occupation: • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant Date: V ( I1, Homeoc.doc Rev.103113 f YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years), A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you,permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: 1 - Fill in please: liz;a.•,a.:ti,a.lr'��fi�'�:���:rr n`. �,.,N„ a" ' �� APPLICANT'S YOUR NAME/S: l�L I�UFo I,�t3q,1l;;,sSi L1:1Tr'' Srt'� } !•r .���' �` "y ,= Ft BUSINESS YOUR HOME ADDRESS: 'a U w► I I c)c y ✓l.yvi 6D 0— Wit"7G.�✓ �`�-1 1LT L. - �Ci'�� 1�.11 I \'Q w1 pk�;{, � ;S TELEPHONE # Home Telephone Number �)9� - �7� uNA,Rllrnhi 7sM NAME OF CORPORATION: NAME OF NEW BUSINESS v Fi04 eL.;c- TYPE OF BUSINESS Con C ) IS THIS A HOME OCCUPATION? YES NO 2 ADDRESS OF BUSINESS` o W► (oGy'��.v� 1bk_ MAP/PARCEL NUMBER L/ l (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd & Main Street) to'make sure you have the appropriate permits and licenses required to legally operate your business in this.town. 1. BUILDIN4GE S OFFICE MUST COMPLY WITH H®ME'0.000PATION' This &r e of n er it require ents that pertain to this type of busine ULES AND'REGULATIONS. FAILURE TO COC A.PL.Y MAY RESUL.T.IN FINES Si natur O ENT /1 C1 S ! e- it r !1'�li 2. BOARD OF 16EALTH This individual has been informed of the permit requirements that pertain to this type of business, Authorized Signature** E COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: „ . . YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4.years). A business certificate ONLY REGISTERS YOUR.NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1'FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) orN®R DATE: 1 C) M Ral . Fill in please: APPLICANT'S YOUR NAME: .In ,AuSTtw,� USINESS YOUR HOME ADDRESS: f ' In %4-4 B 90 �..�►�.�o� lt"ua aciwr% Geamowm k MA OZ437. z" TELEPHONE # Home Telephone Number(71u) O1`14-400;4 NAM OF NEW BUSINESS S is N A TYPE OF BUSIN EESS_ L.A A' two 6- IS THIS A HOMEOCCUPATION? row YES. ADDRESS OF BUSINESS:5q v.&i /RARCEL NUMBER Z.1C3 O When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate youur`6_usiness in this town. 1. BUILDING COMr NER'S OFF CE This individu I h enaraf Cany rmit requEements that pertain to this.type of business. 5 L c Autho Mze nature** r PE"MENTO i1 L. oI Wick �hdrx t Ce ( 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Town of Barnstable �y Regulatory Services �prt THE Tp�� P Thomas F.Geiler,Director Building Division v srxss $ Tom Perry,Building Commissioner /- -70()fG ifig9 ,0 200 Main-Street, Hyannis,Na 02601 ArEp�,t� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved.. C ' Fee: Permit#: HOME OCCUPATION REGISTRATION Date: 1 0 Name:— .SOK•a �ubTt%.3 Phone#:('*,51 If-14.4,VS� Address: SU w��w�., �.u�a 1Rw6 Village: �.e�a t�60.vtu�.b Name of Business: S t y N q-r%s Q,6 l..Ar.•'tt�C�q'8 E Type of Business: L_ d C^%t W(v Map/Lot:_ Z 10 p 6 9 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that.dwelling unit. • Such use occupies na more-than 400-square feet of space. _ • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration, smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by.such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: ve3 Date: I D 0 Homeoc.doc Rev.5/30/03 r rt ti �7 ter Town of Barnstable *Permit# W-60`l Expires 6 months from issue date BARMADL& Regulatory Services Fee u 1 59. g Thomas F.Geiler,Director s63q ���' Building Division bk Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstab l e.m a.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number � Property Address, :2 (y,,CL Ot4 L14—,,5>-0 (f ' Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 4k%e�A _A=)! r4 SIAJ �5,--Q L»G[Loc./ Contractor's Name • r e- ytJ`f Telephone Number�o�3--7 7 f- 7 6 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance.Eff CheI am a sole proprietor X-PRESS PERMIT ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance JUL 2 3 2007 Insurance Company Name Z; �L, e MAIN 0-F-BARNSTABLE. Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken toUaLt ❑Re-roof(not stripping. Going over existing layers of roof) ❑.Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where required: Issuance of this permit does not exempt compliance with other town etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. 0 : l..><. C 111 100Z SIGNATURE: p .� Q:Forms:expmtrg Revise071405 e y� :y OF VE Town of Barnstable MAs& Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize Ole' �b �, � to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name Q:Forms:expmtrg Revise071405 i Assessor's map_ and lot :number ...:..... SEPTIC SYSTEM. k 41ST BE f°� ' LLE� f ��iP11ANC �� A Sewage Permit number �j� < �Cr� ,� ...1-+ + t " f., 14 .�a� T SANITARY CODE, ypi?NETS TOWN . OF BARNS h4LE .. .... - . ,BARISTABLE • .6 9 p Y BUILDING INSPECTOR o'�FPY O• � ! APPLICATION FOR PERMIT TO ..................................,3t .. ..l.. ............................................................ TYPE OF CONSTRUCTION ......A.4V.'!!V !. "4....... .......1/1... ..............................•....................... .......... ��� ..19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a per`miit according to the following information: Location ...S."o....1 ��-��-� . .�t .... l;? ......��X.41 �... .... .v��d t�l .C`� ........................................... ProposedUse .........z �. /� f' ./. i ..... . �dw�� ..>....................... .. .•.............................................................. ZoningDistrict ...........K.........................................................Fire District .......d.�.... v .............................. Name of Owner . ' rt// .... �?;...... �...A.041..�491.... lr. Name of Builder b .....4 PJ.f.'JX :e.....e Vv........Address��7.^..����f�1��1�.f�...t'.„!!!,*.. . Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ........................................Foundation ................... Exterior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior ...........................................................................•......... Heating ...........................Plumbing ................... Fireplace ..................................................................................Approximate Cost v c Definitive Plan Approved by Planning Board ---------------____-----------19_______:- Area �......c .............. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH kf /0 1 o yo - UL . - 0 kovs;e, c U111-4- Owl I hereby agree to conform to cell the Rules and, Regulations of the Town of Barnstable regarding the above construction. Name . .a l.(�� '� .. L....r 210 69 No sewage involved No .17874.. Permit for ............................................................................... i Location ........... .Q.J$3.111ow..Run..Rd............... Centerville t Owner .........Bq;rAA rd..AesMan. d....................... '? r,, Type of!^Construction ............... ..... .............................. ... ........... 1PIot .... 2.10........... Lot .........fin........:........... �ermit Granted Au ust 8 19 75 � v � 1 _ ,F Date of Inspection .. :.19 mot. Date Completed' 7j- - ......(��..:�'9 9 r PERMIT REFUSED ..................... . ................................... ........... • J y .,�"y}r ` ........................................ ..............� ' .................. ................... ............................... .................... _................................................................... 1,: A. * l Approved ................................................ 19 , ............................................................................... f .................... ......................................................... t (` ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC . ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED, TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3: (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. - GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). `. Isc SHORT CIRCUIT CURRENT 7. - DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) . NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED, LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING' POI POINT OF INTERCONNECTION HARDWARE. ` PV PHOTOVOLTAIC. 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. " S STAINLESS STEEL STC STANDARD TESTING CONDITIONS I TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 3R NEMA 3R, RAINTIGHT COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS a PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM - - Cutsheets Attached I 1. ALL WORK TO BE DONE TO THE 8TH EDITION x GEN #168572 _ - � ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) COI TIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 6 3112 O O PREMISE OWNER:: DESCRIPTION: DESIGN: BENEFIT O sNYO NOT E T SO FOR THE NO RMA 'H ATKINSON Norma H Atkinson RESIDENCE Orson Homer ��ki SolarCity.�_BENEFlT OF ANYONEEXCEPT SOLARCnY INC., MOUNTING SYSTEM: "��NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C p50p WILLOWW RUN DR 494 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Build THE SALE AND USE OF THE RESPECTIVE (19) TRINA SOLAR # TSM7260PDO5.18 SHEET: REk DATE Marlborough, MA Building Unit:11 ing 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T. (650)6311-102 F. (617 636-1029 . t, PERMISSION of soLARaTY INC. SOLAREDGE SE5000A—USOOOSNR2 COVER SHEET PV. 1 A 6/22/2016 (BBB)-soL-CITY(765-2489) W1YW.BOICfCItY.CCn1 PITCH: 30 ARRAY PITCH:30 ' MP1 AZIMUTH: 262 ARRAY AZIMUTH: 262 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:82 ARRAY AZIMUTH:82 MATERIAL: Comp Shingle STORY: 1 Story A B N a 3 LEGEND 0 (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Front Of House _ - © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS LG LOAD CENTER & WARNING LABELS ram_TAc� �. ,�L O DEDICATED PV SYSTEM METER _ t yTlzucruR1ltt t O STANDOFF LOCATIONS _ CONDUIT RUN ON EXTERIOR r 2 CONDUIT RUN ON INTERIOR G � - V, GATE FENCE M m O HEAT PRODUCING VENTS ARE RED 1 0 r,_ r 1 o�nsn 6�t 0 � INTERIOR EQUIPMENT IS DASHED zz't�r T� of J�P SITE PLAN N TEMPORARY PERMIT MA55AOML M5 259 Sca le:i/1611 — 1' �r Digitally signed by Ryan Hillstrom E Date: 2016.06.23�1'7:13:16 -06'00' of 16 32 s CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCMPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0263112 �0 NORMA H ATKINSON Norma H Atkinson RESIDENCE Orson Homer tea'• BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 50 WILLOW RUN DR 4.94 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) TRINA SOLAR # TSM-260PDO5.18 Pace NAME- SHEET: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F. (650)638-1029 PERMISSION of soLARaTY INC. SOLAREDGE SE5000A-USOOOSNR2 SITE PLAN PV 2 A 6/22/2016 (888)—SOL-CITY(765-2489) www.solarcitycom S 1 / S1 4" 11'-9$ 01 (E) LBW (E) LBW SIDE VIEW OF MP2 NTS SIDE VIEW OF MP1 NTs B q MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER1 NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" _ STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 19.1 „ ROOF AZI 82 PITCH 30 ROOF AZI 262 PITCH 30 RAFTER 2X6 @ 16 OC STORIES: 1 RAFTER 2X6 @ 16 OC STORIES: 1 ARRAY AZI 82 PITCH 30 ARRAY AZI 262 PITCH 30 C.J. 2x6 16" OC C.3. 2x6 16"OC @ Comp Shingle @ Comp Shingle PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK.HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH P(2)). G(2) OLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) - (3) INSERT FLASHING. (E) COMP. SHINGLE _ (4) PLACE MOUNT. (E) ROOF DECKING (2) G(5) INSTALL LAG BOLT WITH r,.' p�. .59TaucrUR� 5/16" DIA STAINLESS (5) SEALING WASHER. o� STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. r LL M. z 1. (2-1/2" EMBED, MIN) m o- r (E) RAFTER E STANDOFF. 4., s 7y i Scale: 1 1/2" = 1' TEMPORARY PERMT MA SAC PISM9 75S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: R �j PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT INFORMATION USED FOR THE J B—O 2'"31 1 2 O O T Nkl� � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NORMA H ATKINSON Norma H Atkinson RESIDENCE Orson Homer ' SolarC�ty. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 WILLOW RUN DR 4.94 KW PV ARRAY '0�1 e PART TO OTHERS OUTSIDE THE RECIPIENTS IMODULM- BARNSTABLE MA 02632ORGANIZATION, EXCEPT IN CONNECTION WITH , 24-St. Martin Drive,Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) TRINA SOLAR # TSM-260PDO5.18 SHEET- REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME PERMISSION OF SOLARCITY INC. MV�tTI7t: PV 3 A 6 22 2016 L SOL— 638-165— F: (650)638-10 y. ISOLAREDGE SE5000A-US000SNR2 STRUCTURAL VIEWS / / _ (Bee)- CITY-CITY(785-248s) wwwsolarcit.wm UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN:- JB-0263112 00 CONTAINED SHALL NOT EXCEPT USED FOR THE NORMA H ATKINSON SolarCity Norma H Atkinson RESIDENCE Orson Homer BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �a8 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 50 WILLOW RUN DR 4.94 KW PV ARRAY ► A PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLE ' BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) TRINA SOLAR # TSM-260PDO5.18 SHEET: REV'. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T.- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 UPLIFT CALCULATIONS PV 4 A 6/22/2016 (BBB)-SOL-CITY(765-2489) www.solaroity.00rn u, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE O # O INV 1 —(1)SOLAREDGE #SE5000A—USOOOSNR? LABEL: A —(19)TRINA SOLAR TSM-260PDO5.18 GEN 168572 '- - BOND N 8 GEC TO TWO N GROUND Panel Number:NoMatch Inv 1: DC Ungrounded U # RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2234425 Tie—In: Supply Side Connection Inverter; 50 OW, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER Disconnect CUTLER—HAMMER 100A/2P 3 Disconnect '' 2 SOLAREDGE A 30A SE5000A—USOOOSNR2 B 240V A _ L1 B L2 - N4DC+ (E) LDAD$ GND — ---- GND ----------------- ------- — GECEGG/ � DC+ MPl MP2: 1x19 N DG C- rEGC — ------------------�----- GC---------------- N c EGGGEC - L— GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN I� tAS MAX VOC AT MIN TEMP (2)Gro r`d Rod A (1)CUTLER—HAMMER DG222NR8 PV (19)SOLAREDGEOf 2NA4AZS 5r1. x 8, per Disconnect; 60A; 24OVac, Fusible, NEMA 3R A _ PowerBox ptimizer, 30OW, H4, DC to DC, ZEP DC C —(2)ILSCO IPCO—�6 Insulation Piercing Connector; Main 4/D-4, Tap 6-14 B (1)CUILER—HAMMER iY DG221URB nd (1)AWG$6, Solid Bare Copper Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE —(1)CUTLER— AMMER DG03ONB —(1)Ground Rod; 5/8" x 8% Copper SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground�Neutral t; 30A, General Duty(DG) (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE-MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#6, THWN-2, Black 1 AWG#10, THWN-2, Black (2)AWG+#10, PV Wire, 60OV, Block Voc* =500 VDC Isc 15 ADC O (1)AWG #6, THWN-2, Red O IsF(1)AWG#10, THWN-2,Red O�(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=13.93 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (1)AWG#10. THWN-2,White NEUTRAL Vmp =240 VAC Imp=21 AAC (1)Conduit Kit;;3/4',EMT, . . . , , . ;... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . -(1)AWG #6,,Solid Bare,Copper. GEC, , , 7(1)Conduit.Kit;.3/4',EMT, . , , , , , , . . -(1)AWG 8,.THWN-2, eeri EGC/GEC,—(1)Conduit.Kit;,3/4'. EMT. . . . . . . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3112 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NORMA H ATKINSON Norma H Atkinson RESIDENCE Orson Homer ;SO�a�Cit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��� y NOR MALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 50 WILLOW RUN DR 4.94 KW PV ARRAY 1 PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE BARNSTABLE MA 02632 ORGANIZA11ON, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (19) TRINA SOLAR # TSM-260PDO5.18 rnt;<NAME. SHEET: REV DATE Marlborough, MA 01752• SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650).638-1028 F. (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 THREE .LINE DIAGRAM PV 5 A 6/22/2016 (BBB)-SOL-CITY(765-2489). www.solarcity.com e r. • o 0 0 •o o - Label Location: Label Location: Label Location: (C)(CB) o W (AC)(POI) CD ;, (DC) (INV) Per Code: _ Per Code: �> Per Code: NEC 690.31.G.3 ■o 0 0 ° NEC 690.17.E ■ -o ■ ° o o '' NEC 690.35(F) ■ o 0 0 - TO BE USED WHEN Label Location: °CAI=° � - o ■ ■ •• : - ■ -o ■ o • ■ INVERTER IS O �� © ww D (DC) (INV) Iq -o o `" ■ p p` P - UNGROUNDED Per Code: , NEC 690.14.C.2 Label Location: Label Location: 1 ° °IVA° o °Cp (POI) Al -o - (DC) (INV) ° 0 o Per Code: -O Per Code: ■o 0 o NEC 690.17.4; NEC 690.54 0 0 -° NEC 690.53 u Gl Label Location: o (DC) (INV) Per Code: o ■ o ® ■� ■ p` NEC 690.5(C) o- -o ■ ■ Label Location: o ■ o- (POI) ■ -o - o - Per Code: o ■ o - NEC 690.64.B.4 Label Location: � o ( (DC) (CB) ° -■ Per Code: Label Location: ■o 0 o NEC 690.17(4) (D) (POI) o :oW Per Code: o• �I ■ Qe,'-�-o ®: ■ NEC690.64.B.4 o o' -o ■ o Label Location: o' (POI) Per Code: Label Location: o a NEC 690.64.B.7 (AC) (POI) ;: .,■o 0 0 (AC): AC Disconnect Per Code: °■ (C): Conduit �t NEC 690.14.C.2 (CB): Co mbiner Box " (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (AC) (POI) LC : Load Center ° 4 Per Code: (LC) )NEC 690.54 M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR %.�j 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� Of ' (888)-SOL-C1TY(765-2489)www.solarcty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 0 '``SolarCity ZepSOlar Next-Level PV Mounting Technology *SolarCity Zep Solar Next-Level PV Mounting-technology Components Zep System for composition shingle roofs .r• roof 'Leveling Foot - •, _ � _ mterleck lra„s7dex'rwcn3 f .., - . : - - _. .. .-- y ,.. ..... Part No.850-1172 All ETL listed to UL 467 ZepCarapaoibteRI1lodA.l ..�• "+r-"c'", - ✓ _ ^' aum avaciltmerd r �- .•-.:�" _• Comp Mount . Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Description l • % PV mounting solution for composition shingle roofs • "'sr ~FA a Works with all Zep Compatible Modules Auto bonding UL-listed hardware creates structural and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from ' any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTED Specifications Part No 850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 _ Listed to UL 1565 Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards " • Zep System grounding products are UL listed to UL 2703 and UL 467 Zep System bonding products are UL listed to UL 2703 - • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain 1 Array Skirt,Grip, End Caps ' Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolatcom zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warramy is contained in the written product warranty for . each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document At 800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM :I • t ` d solar=06L1 ' solar=oo SolarEdge Power Optimizer f�(1 Module Add-On for North America r P300 / P350 / P400 SolarEdge Power Optimizer .� P300 P350 P400 Module Add-On For North America o :�.� (Tor 60.cell PV (for 72-cell PV (for 96-cell PV� modules) modules) modules) P300 / P350 / P400 INPUT ' Rated Inpu[DC Poweri 300 350 400 W Absolute Max mum Input voltage(voc at to est temperature) 48 60 MPPT Operating Range 8 48 8-60 8-80 Vdc Maximum Short Circui[Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc .............................. ...............................:... .......... ......... ..... .... ... .. .. ........... ... h. Maximum Efficiency ..,.,99.5 ....% .... rl' ��. Weighted Efficiency 98.8 ..... %...._ Overvoltage Category II 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - Maximum Output Current ..................... 15 ,.... .. .......,. Adc .......Output . Volt ..... ............. ........... .. ........... ....... .. ....jd. /� Maximum Output Voltage 60 Vdc fpL `• '.OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) t.•.•���� Safety Output Voltage per Power Optimizer 1 Vdc fSTANOARD COMPLIANCE t 'E EMC FCC Part15 Class B,tEC61000.6 2,IEC61000 6 3 ................................ .... .............. ................. ... ... .. ........ ... ............................. .. ................ ... .. .....IEC62309 1(class II safe[Y).UL1741 _ . .. - ' RoHS Yes . =w-. INSTALLATION.SPECIFICATIONS Maximum Allowed S stem Vol[a a 100D Vdc Dimensions(W xLx H) 141z212x40.5/5.55x8.34x 1.S9 min./in ' '_ Weight(Including cables) 950/2.1 gr/Ib .............................................. In ut Connector MC4 Am henol Tco „ r P / P / Y .................................I ... ................ ... .. .. ." Output Wire Type/Connector Double Insulated:Amphenol ..Output Wlre Length....... ....... .. .......0.95/3.0 ...L......................is?./_3:9..... m ft .. .... .. ... ..................... ...... ............... .... ...... Operatng Temperature Range 40-+85/-40-+185 •C/-f Protecnon Rann IP65/NEMA4 ::, Relanve Humidity................................................. 0 100 ....%. . wxatM Sr[powerdtM1c..u.Moduiee ro.5%powendcrz mowed. - I. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE -.THREE PHASE THREE PHASE -.„ - dINVERTER 208V tS 480V PV power optimization at the module-level Minimum String Length(Power Opnmizers) 8 SO 18 . .. .. ... ... ..... ....... ............................. ........ ...... ..... ... .. Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 .......... Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) ......................................................................... ................. ............................... ...... ............ _ — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Parallel Strings of Different Lengths or onentanons Yes - Flexible system design for maximum space utilization - - Fast installation with a single bolt - ^„ _ Next generation maintenance withmodule-level monitoring - - - Module-level voltage shutdown for installer and firefighter safety - - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.So)aredge.u5 .f_P9 U•�.AP,l•.�A.§ie gtAc Tr) �Q� ^�..:0tlecdu'4+w wP• l • a , THE TrInamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC _. uniY.mm Peak Power wafts-PMnx(Wp) fi 250 255 I 260 265 O } - 941 _ I Power Output Tolerance-PMnx(%) 0-+3 I if Maximum Power Voltage-Vn.r(V) 1 30.3 l 30.5 1 30.6 30.8 II THE ❑G'� 1L�C� �Yl oun� �NreN � � I 1 eox Maximum Power Current-IMPP(A). 8.27 6.37 8.50 8.61 - • ; - uTE o r Open Circuit Voltage-Voc(V) t �38.0 38.1 - F 38.2 C 38.3 'I wi*nu2NC Hoff + l Short Circuit Current-Isc(A) 111 8.79 8.88 ,I 9.00 9.10 - 1 t 1 - - MODULE Module Efficiency 9m(%) ". ` 15.3. ,� . . 15.6 { - 15.9 -�. 16.2 I I STC'Irradiance 1000 W/m-.Cell Temperature 25-C,Air Mass AM1.5 according to EN 60904-3. ` Typical efficiency reduction W 4.5%a1200 w/m'according to EN 60904-1. ELECTRICAL DATA @ NOCT - r -Maximum Power-Pmnx(Wp) 1 186 - 190 193 - � 197 60 CELL - Maximum Power Voltage-VMr(V) 28.0 28.1 28.3 28.4 i ff1 MULTICRYSTALLINE MODULE 6e 4.3 GROUNDING NOLE aximumPowerCurrent-Imps, A 6.65 6.74 6.84 I 6.93 WITH TRINAMOUNT FRAME PD05.18 TU6RIeNOE n A �SOhoetCirautt❑Iren(A)dsc(A)V) ,1 Rio 757` L 7v 7a5 • - - f I „ NOCT:Irradiance at 800 W/m2•Ambient Temperature 20-C,Wind Speed 1 m/s. 250-265l�! 812 ,BD - Back view, MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) y - �'� Cell orientation 60 cells(b x 10) - 6 Fast and simple to install through drop in mounting solution ) 16.27o r w///���..yyy b :!Module dimensions 1650 x 992 x.40 mm(64.95 x 39.05 x 1.57 inches) . e •-y 1 weight 19.6 kg(43.12 Ibs) I e 2/ O v 555 I Glass 3.2 mm(0.13 inches).High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY IBacksheet White l Frame Black Anodized Aluminium Alloy'. ® Good aesthetics for residential applications ; { I J-Box IP 65 or IF 67 rated Q� -Cables C Photovoltaic Technology cable 4.0 mm°(0.006 inches2), • ®~+3/O _ tl 1200 mm(47.2 inches) - I-V CURVES OF PV MODULE(260W) Connector H4 Amphenoi POSITIVE POWER TOLERANCE Moo Fire Type T7o3Typezforsolarcity Highly reliable due to stringent quality control _ r _ ,.. 6.� l �� • Over 30 in-house tests(UV,TIC,HF,and many more) °° As a leading global manufacturer In-house testing goes well beyond.certification requirements ? 600 1W F TEMPERATURE RATINGS MAXIMUM RATINGS - of next generation photovoltaic i \\\ PID resistant I E 5'00 products,we believe close { + a 4.06 Nominal Operating Cell w.i .4,C(+2°C) Operational Temperature{ 40-+85°C y cooperation with our partners 1 3,� /Temperature(NOCT) f 4 Maximum System 1 1000V DC(IEC) ' IS CrItICOI to success..With IOCdI 3i1{I{k Temperature Coefficient of P.- -0.41%/°C it Voltage 1000V DC(UL) Ipresence around the globe,Tfina i5 Temperature Coefficient of Voc -0.32%/°C :Max Series Fuse Rating 15A ! able to provide exceptional service i aaakit } to each customer in each market Certified to withstand challenging environmental 0 ,0 20 30 40 60 ( Temperature Coefficient of Isc 0.05%/°C {[ and supplement our innovative, conditions j i reliable products with the backing NV • 2400 Pa wind load of Trina as a strong,bankable wARRANrT t partner. We are committed 5400 Pa snow load _ - p - 10 year Product Workmanship Warranty to building strategic,mutually CERTIFICATION beneficial collaboration with 25 year Linear Power Warranty installers,developers,distributors a r/57 a 4L us o- f (Pleasereferto product warranty far detoils) Q and other partners as the f b UMB U3 t backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY ❑1 ® ❑ t � PACKAGING CONFIGURATION o C-LIEEE - coMruxNr w 10 Year Product Warranty•25 Year Linear Power Warranty. � 1 Modules per box:26 pieces Trina Solar Limited - # - - I Modules per 40'container:728 pieces E wwwArinasola�.com ;,I0o% a Adtllflo" d vo% of value frorh�111nleqr CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.a , 4 O 201 Trina Solar Limited.All ri his reserved.Specifications included in this aatasheet are subject to change without notice.Tou nasolar Bo% k T01nasolar g j W Smart Energy Together Smart Energy Together °onvn� / Years 5 10 IS '.,- 20 25 _ v � Single Phase Inverters for North America a ' SE3000A US/SE3800A US/SE5000A US l SE6000A US�Solar � SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US OUTPUT C P Inverters 9980 @ 208V S o l a r E d g e Single ■ h a S e I n veI rte rS �� � � Nominal AC Power Output 3000 3800 5000 6000 7600 10000(a1240V 11400 VA 1 u ..... ............... ................................. ......................... ........ ............................. Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 10950FOvOCt America mQ In V ...... 240V AC Output Min:Nom:Max.111 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC -208 Output ... ....... .............................. ................ ................................................ ........................ ....... . ............................. AC Output Voltage Mln:Nom:Maz 1�1 SE760OA-US/SE10000A-US/SE1140OA-US 211-240.264Vac ..... ................ ..... ...................................... ... .................................. .................. ........... AC Frequency Min.-Nom.-Max.111 59.3 60-60.5(with HI country setting 57 60 60.5) Hz ........................................... ................ 0 24 @ 208V 48 @ 208V �� �- •' Max.Continuous Output Current 12.5 16 25 32 47.5 A ........................................... ................ .................21,Ca,240V ..................4Z.@.240V... GFDI Threshold ................i..... .................. ....A..... ........... ............................... ........................................................................................ .... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT fi. \r i - Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W •-verte - d- 7",'•,• , ................ .................. ...... .............:.. .................................. ............. .................................. ...... ................... I�G i� Transformer-less,Ungrounded Yes :.,,.,,,.•,.,...,..,•......................... ..., .. f•J ........................................... .......................................................................... ...... . `" '� --'°"-'K•" �� .f • Max.Input Voltage 500 Vdc �- lea ntY a B Nom.DC In ut Volta a 325 @ 208V 350 @ 240V Vdc 16.5 208V 33 208V @ @ u N tl.. Max.In P ut Current(7) 9.5 13 18 23 34.5 Adc .............. ...................nt...... .. ........ ... .. I... ......... .I.15,5(la.240V...... ........... ..................30S @,240V..I.....................:....... Max.Input Short Circuit Curre 45 Ad -Polarity Protection Yes ........................................... ........................................................................................ .... ....... .............................. ;. Ground Fault Isolation Detection 600kn Sensitivity ........................................... ................ ............... ............................... ............................. Maximum Inverter Efficiency........:. ....97:�...... .....98:z..... ....98 3 ..... 98 3... ......98.............95........ .......9a............%..... Y ... ......... ... ...... ............ ................I......9.......I...98 240V..L........... ...I................. 97 @ 208V I.......................:..... CEC Weighted Efficiency 97.5 98 97.5 97.5 97 5 240V 97.5 Nighttime Power Consumption <2.5 <4 W i'• - ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) <; ... ....................................... ............................................................................................................................:........ - Revenue Grade Data,ANSI C12.1 O. .. ...l'. t ........................................... ..................................................... ..................... ...... ................................. i Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed _ t 11 ttt I STANDARD COMPLIANCE SafetY................................... ........................................UL1741,.UL36998:UL1998,CSA 22:2.................. . ' Grid Connection Standards IEEE1547 ... .. ................................. .............................................. ... ...................................................................... P Emissions FCC art15 class B �a• INSTALLATION SPECIFICATIONS f F t -- --- AC output conduit size/AWG ran a 3/4"minimum/16 6 AWG 3/4"minimum/8-3 AWG i - • : DC input conduit size/k of strings/ 3/4"minimum/1 2 strings/ 1 i ` 3/4"minimum/1-2 strings/16-6 AWG 6 AWG ran$?............................. .............. ..................................................................................14, {{{( _. Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 0.5x12.5x7.2/775x315x184 .•� ..(HXW% )................................ .......................... 775x315 x,260 min .................................... .............................. Weight with Safety Switch............. ..........51,2/23:2..........I...................54:7/24.7.. ...... ..........88 4 40 1.......... ...Ib/.kg... „ - Natural convection - Cooling Natural Convection and internal Fans(user replaceable) - fan(user The best choice for SolarEdge enabled systems o.s..................................... ................................................................... .r?plaS?akl?).....:........................................... Noise <25 <50 deA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available"') -F/-C .......... . . . . . . .................................................................. Superior efficiency(9$%) Protection Rating NEMA 3R - ...................................... ..................................................................................................................................... Small,lightweight and easy to install on provided bracket For other regionalsettngs please contact sola,Edge support. IA A higher current source may be used;the inverter will limit its input current to the values slated. Built-in module-level monitoring - - lslftevenue grade inverter,/N:5Ez "A-US000NNR2(for 760OW inverter:5E7600A-US002NNR2). 141 Rapid shutdown kit P/N:SEI000-RSD-S1. Internet connection through Ethernet Or Wireless 15140 vamion P/N:5E�waA-USD00NNU4(for 760OW inverter.SE7600A-U5002NNU4). Outdoor and indoor installation ` Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation " — — Optional—.revenue grade data,ANSI C12.1 _ w �� S 'u••• . 0 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW.sOlaredge.US x. x " a A . . ------------- m , 1 Cu ti g Pi Ally r ppBB • eel ' r SCANNED b z I EXISTING CESSPOOLS LEGEND N Wequaquet TO BE PUMPED, FILLED x 100.98 EXISTING SPOT GRADE Lake W/SAND & ABANDONED _7 47 --- 90 -- -- EXISTING CONTOUR x 99,16 kg�PB 19� T00 PROPOSED CONTOUR o - EXISTING S�OOFar fenc _._....W WATER SERVICE _._... EXISTING GAS SERVICE Threpd e 3 Needle tir z° Q c � ) --IJ(,W UNDERGROUND WIRES >/ ! 992 ' TEST PIT m r Q Jac\e`Ra BENCHMARK CORNER OF STOOP BENCHMARK Great Marsh Rd j 3 j EL.=99.82 x 99,32 lr` J92�., LOCUS 16 ` 8 4yt• Route 28 Pr�� INGROUND PROPOSED SWIMMING SEPTIC TANK LOCUS MAP !J 99.19 }/O rI POOL 98,6 '1/ �': NOT TO SCALE {, Z s .. 1, '" +99,13 I sfOO/r°°.P PROPOSED S.A.S. 2-500 GALLON CHAMBERS O iF.. 99, r99,12 ^ 98.39 SURROUNDED W/STONE x x x 99,27 00�� 13M h 97.62 , Y 99.4 99,11 98,55 GENERAL NOTES: r 99;22 PATIO ♦ - -- L, r x 99. / (' x 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL x8,76 , , :� D {K fi BOARD OF HEALTH AND THE DESIGN ENGINEER. r 40 k 97,79 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS { PORCH //'EX. SEWER-1 i ' ' ' 99.53 , /" ,% ,i / ;' EX, SEWER-2 ' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE --� l f i INV=974t . - - LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 98,97 ✓ i f 3. /%,l i;i ,�/ j' / F f/j ii i I 7.13 -310 CMR 15.405(1)(b): ,EX/ST%NG i �' it TP 1 1) 'A 3' variance, septic tank to cellar wall (bulkhead), for / ( ' / O �, /,' / ! / Oh!i /' / : for a 7' setback. 99.48 "`, %- j /HOUSE(#50) , , r % ' ,' i / 11 2 A 9' variance, S.A.S. to cellar wall, for an 11' setback. \99.04 �,` % /� ,',% i ,T.O.F.=99.9fi ) i i TP- 2 3. DISPOSALHA ;'GARAGE' % '" i i" , ; THE SEWAGE SYSTEM SHALL NOT BE BACKFILLED PRIOR + 98.69 + 98.79 ;' i ; :� ' / TO INSPECTION AND APPROVAL BY THE AR F H� E 0 E BO D O HEALTH AN THE E L D 1 9 DESIGN ENGINEER. I' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99.22 ' i ` - i . y REPORTED T HE DESIGN .J� -0 99 8 � FROM THOSE SHOWN HEREON HALL BE REPOR 0 T 99.90 99 82 10 39.41 r ENGINEER BEFORE CONSTRUCTION CONTINUES. 0 : be �yT 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. WALK G 0 , x V, h0 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF O� 97,63 N i� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF f 100.05``.\ C0 :V HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99,00 980 I PARKING PAVED . a0 LOn o0 c0 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 99,82 . DRIVEWAY` 1 �°o = 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. <' 20,400f S.F. x 1❑0.24 +' J 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 99.52 c AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE v' 99,87 0G y� DIRECTED BY THE APPROVING AUTHORITIES. O k 99,68 1 0.18 O 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING _ 1"00,15 157.$0 a CONSTRUCTION. r''0, 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS t o•' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND N 08'5410 E 100,10 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 100.69 x - 100.25 100.09 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL /F 100.01 13. THE ENGINEER IS-NOT RESPONSIBLE FOR ANY UNDUCUMENTED SEPTIC Mgss9�y�s WILL 0 W RUN DRIVE SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Mc 50 WILLOW RUN DRIVE, CENTERVILLE, MA o CIVIL CIVIL "' No. 35109 Prepared for: Norma Atkinson, 50 Willow Run Dr, Centerville, MA 02632 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. 11 I ECKMA�i, MICHAEL E & ATKINSON, NORMA Engineering Works, Inc. 1 =20' P.T.M. 235-19 9 ty 1 ►� PARCEL ID: 210-069 50 WILL'+_OW RUN DRIVE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. CENTER'kLE, MA 02632 (508) 477-5313 9/5/19 P.T.M. 1 of 2 1 r- � J•��- «SQ�oL.t� �. °'t� �� - pa�� t .7 YL - ° A` 4422 A f oe _ c �34d } DePt. t4q 4A Approved by: .� °Q 4 • � _� �t � 4 - pelt#: - - ly *100 CIE? • Ji y yq(yam toll' -. gyp C XL P� . elf- W .r �i4 !/t ` °' �/7�. Y « ® �� r BUILDING DEPT. APR 2 2 2020 0 TOWN OF BARNSTABLE 1 .A .,® f °1 dka -4 grx r ., _ �s , { i. f? - F , Al ..- T,yP - �� ,.ct w , T hx t 3CW ,- 444 .a . f • P , n M • 1 , : a y ei,• e a tr, N - w VA r " - a id6j e: Ar , a gp . , xg" , s � a 4. s , •2 � d - - > l' y _ N , < a nt i i Ia ,yam ` r b Vk av rind°'' NN se. ~ v ° -. - . ....ram.+* .m.nwG• Z. s pt/o fit vP .41 � *4 Art$ ZAL A o kl- -:-'n2*yl LIM 7" o AZ VJ,9 7 OO - Mr„ dPliad € c 11