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0277 PHEASANT HILL CIRCLE
l / ` t ��r: i i i =-$= TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map U ParvO�i Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. 691 446 z. Permit Fee Date Definitive Plan Approved by Planning Board ki t6ew,,.s_,cr., Historic - OKH N _ Preservation/ Hyannis Ih Project Street Address 277 Q5 Hil Ciret- Village C6 AlT Owner CoL4 ui CxcSw Address t�>ok G Telephone - m U / Permit Request 0Cbri,5 (_ ck- f/✓) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed �01—Total new 1t Zoning District Flood Plain Groundwater Overlay E1 Project Valuation Construction Type W&Oif) Lot Size Grandfathered: 0 Yes UNo If yes, attach supporting documentation. Dwelling Type: Single Family 5d Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes WNo On Old King's Highway: ❑Yes 3 No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑ Other `s Basement Finished Area (sq.ft.) Basement Unfinished Area(sc ft),_ y� _. Number of Baths: Full: existing_ new Z Half: existing :r ne Number of Bedrooms: existing S new Total Room Count (not including baths): existing new First Floor Room CountW `T Heat Type and Fuel: A Gas ❑ Oil ❑ Electric ❑ Other co Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ]S`No 10— Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing . ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: tyy'- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 50 No If yes, site plan review # Current Use Proposed Use 114 Ke-Stdeo'ce- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name \a✓t o�CsP�.I Telephone Number �S -7-7/- l0qO Address �X �`S ( 10�46-vf 1 License # OOS% Home Improvement Contractor# Worker's Compensation # �)0 7 3U0 622— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Same( lli� `fit SIGNATURE ` DATE FOR OFFICIAL USE ONLY APPLICATION# >�,�DATE ISSUED fMAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 1�1 1 Rut FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING l` h 45-111 VA- DATE CLOSED OUT ASSOCIATION PLAN NO. k Departmerit of Industrial Accidents Office of 1F�lrestlgadons 3 - 600 Mashingtoiz Street W Bostall,MA 02111 f wmv mass g ovldia Workers' Compensation hnsurance A.ffida-Vit: B.nildirs/Contra:.ctors/Electricians/Pininbers Applicant Ihformation Please Print Leibl NaMe (Business/Organization/Individual): a �IbIWS /A/C ' 6 Address: P 0. , City/State/Zip:C.FEW-N VU 10 263 Phone-. `?P7 a (20 Are you an employer?Check theIpprdpriate bo Type of project(required): L❑ I am a employer with 4. I am a general contractor and I 6. (l New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet t 8• ❑ Demolition ship and have no employees These sub-contractors have 8. ❑ emolition working for mein any capacity. workers' cornp.insurance. g• ❑Building addition [90 workers' comp.insurance 5. [J We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all—work: right of exemption per MGL ME] Plumbing repairs or additions myself [No workers, comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required_]t employees..-[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: Homeowners wbo.submit&s affidavit indicating they are doing all work and then hire outside'contractors must submit a new affidavit indicating such lContraetors that check this box must attached an additional sheet showing the name of the sub-contrabtors and their workers'comp.policy information. I am art employer that is providing-workers'compensation insurance for my employees. Below is tlr.e policy and fo b sire nfar^rr€atior�. _ . Insurance Company Name: 0 . mp y . Policy#or Self-ins.Lie.#:_ (f 01 L y L ZI ram- _ Expiration Date: 6 Job Site Add-Tess: � n ess: -'79 1"�ta_P)&v-A All A 0 6 rC� City/State/Zip: �k1A rVid- Attach a copy of the workers' compensation policy declaration gage(sho-ping the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition•of.criminal penalties of a fine up to$1,500.00 and/or one-year imprisomnent; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against t?1e vioLton Re advised that a copy of this statement may be forwarded to the Office of Investigations.of the DIA for insurance coverage verification. g der Iter°eby cerdJy under•the pains arrd penalties of perYury That the!Tzforrnatiari provided above is true&nd cor r eet Si�latilre: Date: /3 Phone# _771-10L4 V Official use only, Do not write in this area,to be completed by cite or r.'G'vn of f ciaZ City or Tovim: Permi-Mcense# Issuing Authority (circle one): I.Board of Health 2.Building Department 3. Qty/To-N'-a Clerk 4.Electrical Inspector 5.Plumbing g Inspector 6. ©-ther. Contact Person: Phone#: Subcontractor's Insurance 2012 GL Policy GL Policy' WC Policy WC`Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 03/01/14 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 01/20/14 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/14 Cape Cod Marble&Granite. 508-771-2900 07/01/05 07/01/13 08/16/05 05/13/14 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 . 12/07/07 06/13/14 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 02/13/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 04/13/14 Christopher Costa&Associates; Inc. 01/22/08 08/27/12 02/06/07 04/13/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 03/13/14 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 01/13/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/13/14 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 07/13/14 Kitchen Appliance Mart 508-771-2221 08/12/04 . 08/12/12 01/01/05 02/13/14 . . . MAP Insulation 508-888-3599 10/01/07 10/01/12. . . 10/01/07 05/13/14 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 06/13/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 08/13/14 Wood Floor Specialists 508-888-3958 1 02/03/08 1 02/03/13 1 02/03/08 03/13/14 1 A WC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massac' husetts. Checklist for Compliance (780 CMR 53.01.2.1.11)' THE PHEASANT MODEL COTUIT MEADOWS O.Check. Compliance 1.1 SCOPE WindSpeed(8-sec.gust)................ ................................................ ...................................................110 mph. WindExposure Category...........................................:.......I............... ...............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories 15 2 stories RoofPitch ......................................................................:....(Fig 2) .............................!....................12!5 12:12. Mean Roof Height .........; .................(Fig 2).... .. ....................................;A6 ft :5 33' BuildingWidth,W...............................................................(Fig,3)... ...............................:; 24 ft .:5 80' Building Length, L .............. . ...................... ........(Fig 3)................. 48 ft 5 80 Building Aspect Ratio(L/VV):..........................0......................(Fig 4): .....................................2 :5 3:1 Nominal,Height of Tallest Opening2 ................... ............. ..........(Fig 4).:_!..... ............................... 6'-Z":5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections ..................(Table ...................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ...........................Concrete...... .................;............. ...................................... Concrete Masonry ............................................................... .................................... ............. N/A ............ 2.2 ANCHORAGE TO FOUNDATION1,3 ... 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete.only Bolt Spacing-general .................. (Table 4)........................... ..................................::...... 28 in. Bolt Spacing from end/joint of plate ....................... ....(Fig:5).............................. ....12 in. <-6"-12" Bolt Embedment-concrete..... .......................... (Fig 5)..................... ................7 in..2 7". Bolt Embedment-masonry.............. .......... ........ (Fig 5)......... .................................Plate Washer......... ......................... ........... ..........(Fig 5).:... ......................... 3"x 3"x i p 3.1 FLOORS Floor framing memberspans checked ....(per 780:CMR.Chapter 55).................... ........................... Maximum Floor Opening Dimension............ ............. ...(Fig 6)...!... ......................... ............9 ft!5 12' Full Height Wall Studs at FloorOpenings less than 2'from ExteriorWall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............. .................................. ft 15 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig:8)................................................... ft :5 d N/A Floor Bracing at Endwalls............................................... ;....(Fig 9).................................................................. . Floor Sheathing Type ...... ................................ ..............(per 780 CIVIRChapter 55)..................................... Floor Sheathing Thickness ................................ ............. ...(per 780 CIVIR Chapter 55)................. ........3/4 in. Floor Sheathing.Fastening....... ..............................:(Table 2)...........8 d nails at 6in edge 12 in field 4.1 WALLS Wall Height . . . . .. Loadbearing walls.................. :(Fig 1 0 and Table 5) 8 ft :5 10......................................... ........................ Non-Loadbearing walls.......................... ..........i...........(Fig 10.and Table,5) ........... ........18ft :5 20 Wall Stud Spacing . ....................................................(Fig 10 and Table 5).................... 24 in. 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)........ ......... ................... ft 15 d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph _Wind Zone Massachusetts Checklist for ompliance (7s0 CMRs3o1:i.1.10' 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls..,.... ......................... .::................(Table 5)........ .................................M-8 ft 0 in. Q Non-Loadbearing walls ...................(Table 5) ........ ........ ..,........2x6-18 ft 0 in. : Q Gable End Wall Bracing' Full Height Endwall Studs............................. .........(Fig 10)............:.......................................................: .: Q WSP Attic Floor Length............................:....:...:..........(Fig 11)...,..................................... ..;., . ft>_W/3 N/A Gypsum Ceiling Length(if WSP-hot used)......... (Fig 11)............................. ...............26 ft>_0.9W Q and 2.x 4 Continuous:Lateral Brace @ 6 ft. o.c. :. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16".spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..........:......... ......... ...................(Fig 13 and Table 6)........:...................................8 ft : Q Splice Connection(no.of 16d common nails)..........::..(Table 6)............. ...... ..:.........................:....6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails).:,,..........:...................(Tables 7) ...................... ......... ...................2.. Q Non-Loadbearing Wall Connections Lateral no.of 16d common nails ........................ .... Table 8 .......3 Q ( ) ( )........:............... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .............................a............................(Table 9) ......... :..::..... .........6 ft 0 in. <_11' Q Sill Plate Spans ........................:.._(Table 9)......................_...................3 ft 0 in.5.11': Q . . Full Height Studs:(no.of studs)............ .:.:....:.........(Table 9)......................................M ...::...............3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance.to Table 9) Header Spans............ .......:..:........................ :....:. (Table 9).................. ...... ...........9 ft 0 in.:5 1:2. : Q Sill Plate Spans..................:.... ..........................:..(Table 9)...................................—ft—in.5 12": .: N/A Full Height Studs(no.of studs)............. ....................(Table 9) .........:........................ ..:.................3 Q Exterior Wall Sheathing to Resist Uplift and Shear'Simu1taneously4 Minimum Building Dimension,:W Nominal Height of Tallest Opening? : : ...................6'-8"<6'8" Q Sheathing Type.......... . ...................(note 4).. ..................... . .......... ....,... ..:.....;...WSP Q Edge Nail Spacing....,. ...............................:....(Table 10 or note 4:if less) .... ......................,.3 in. Q Field Nail Spacing;:.... .................... ....:...(Table 10).......... ......:. ..................... ...1.2 in. Q Shear Connection(no. of 16d common nails)(Table 10) .::.... ...................... ............4 Q Percent Full-Height Sheathing ....................(Table 10)......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........ ....... Q Maximum Building Dimension, L Nominal Height of Tallest Openmgz................ .........................................: ....:...:6'-8"<6'8" Q SheathingType......... .................... .........(note::4)........................... ..........................WSP Edge Nail Spacing:...: ................... ....:... (Table 11,or note 4 if less) 3 in. Q Field Nail Spacing...... .......: .....................(Table 11) ...................... ........: .............12 in. Q Shear Connection(no. of 16d common nails)(Table 11).......... ....... ....... ...... .........4 : Q Percent Full-Height Sheathing............... ..... (Table 11)........ .................:..24% ....... ..5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed? ...............:..... Q................... ......................... ....................... . . AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CM R 5301.2.1a)' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ........ ...... ..............7... ...... (Figure 19)....... .:..2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12)........... ..................U=236 plf Q Lateral ...... ..........................:...(Table 12)........... ..................L=176 plf Q Shear....................................:..........(Table 12).....................................:.:........S=77 plf Q Ridge Strap.Connections; if collar ties not used per page_21... (Table 13)............::,.;,:..............T= plf N/A Gable Rake Outlooker......................................... (Figure 20)..................... ft.<_smaller of 2'orU2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................... ..::.............(Table 14.).............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14)......... .................L= lb. . N/A Roof Sheathing Type............... .......(per.780 CMR Chapters 58 and 59) ....... .:.. Q . . Roof Sheathing Thickness.....................:.............:......... .............. ...............:...................5/8 in. >_7/16"WSP RoofSheathing Fastening.........:...............................:...(Table 2)...................:........................................8d Q )THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: 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 bottorri sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated.#2-grade. 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 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CN Rs30 .2.1.t)1 -WHEN THIS E FMNM ON F+IiAMING(JW8dNALL$ . ATEDGE c .11 11 it it - 11 11 1.1 - it 11 11 - 11 I - ,C 0 7 11 11 - . - II If. 1 , CL . .. lr 13 31 Ir l .. IL It 40UBt•E MAILWACING i See Detail on Next Page: Vertical and Horizontal Hailing far Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind.Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1.)1 lu FRAMING MEMBERS iI .Li i EDGE N ERMEDIATE r � r affi� MIN , r STAGGERED MLPATTEAN PANEL PANEL EDGE DOUBLE NAIL EDGE SPACWG DETAL Detail: Vertical and Horizontal Nailing for'Panel Attachment REScheck Software Version 4.5.0 Compliance Certificate Project PHEASANT MODEL W%.SUNROOM p . Energy Code: 2009 1ECC Location: Barnstable,`Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area:. 1,050 ft2 Glazing Area 14% Climate Zone: 5 - Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. BARNSTABLE, MA Compliance: 1.5%Better Than Code Maximum UA: 336 Your IJA: 331 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 oncost relative:to a minimum-code home. Envelope.Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 850- 38.0 0.0: 0.030 26 . Ceiling 2: Cathedral Ceiling 500 30.0 0.0 0.034 17 TOTAL WALLS: Wood Frame, 24".o :c. 2,452 21.0. 0.0 0.056. 116 TOTAL WINDOWS:Wood Frame:Double:Pane with Low-E 292 0.340 99 Door 1: Solid 42 - 0340 14 Door 2: Glass 42 0.340 14 TOTAL FLOOR:All-Wood joistfFruss:OverUnconditioned Space: 1,350 : 30.0 0.0 0.033 45 .. .. 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 2009 IECC requirements in REScheck Version 4.5.0:and to comply:with the:mandatory requirements:listed in the REScheck Inspection Checklist. Name-Title - Signature Date Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+ SUNROOM.rck, Page 1 of ;8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC 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 Ver�f�ed '' # Pre-Inspection/Plan Review , - .Complies? Comments/Assumptions Req.ID Value. Value 103.2 ;Construction drawings and s ❑Complies [PR1]1 ;documentation demonstrate .: t, >'_[]Does Not energy code compliance for the building envelope. �r❑Not Observable 1 ❑Not Applicable 103.2, ;Construction drawings and _` ❑Complies 403.7 (documentation demonstrate , :. El Does Not [PR3]1 energy code compliance for �x lighting and mechanical s stems ❑.Not Observable i 9 9 y x ❑Not A iSystems serving multiple: §- :y pp icable dwelling units must derrionstrate F compliance with the commercial :code.. 403.E .eating and cooling equipment is: Heating: Heating: i❑Complies [PR2]2 )sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or J other approved methods. Cooling: Cooling: ;❑Not Observable Btu/hr ; :Btu/hr 1❑Not Applicable Additional Comments/Assumptions: - - - 1 High.lnipact(Tier 1) 2`Medium Impact(Tier.2) 3 Low Impact(Tier 3) Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+SUNROOM.rck Page 2 of 8 I� 2004 IEC Foundation Inspection Complies?' Comments/Assumptions 303.2.1 A protective covering is installed to ;❑complies [FO11]z (protect exposed exterior insulation T❑Does Not and extends a minimum of 6 l in. below ;❑Not.Observable: grade. , ❑Not Applicable .; . 403.8 (Snow-and ice-melting system controls;❑Complies [FO12]z (installed. j UDoes Not 1 UNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2): . 3 Low Impact(Tier 3) Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 . Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+SUNROOM.rck : Page 3 of 8 Section Plans Verified Field Verified # framing/Rough,In Inspection Complies? Comments/Qssumption5 &Req.ID Value Value 402.1.1, ;Door 0-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not . ;table for values. [FR1]1 1 1 . UNot Observable ❑Not Applicable 402.1.1, ;.Glazing Ll-factor(area-weighted U- IU ;OComplies ;See the Envelope Assemblies 402.3.1, average): ; ;❑ ;table for values. 402.3.3, Does Not 402.5 ❑Not Observable'; [FR2]1 ; ;❑Not Applicable 303.1.3 U factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance , ❑Does Not :with the NFRC test procedure or ;taken from the default table. ❑Not Observable i ❑Not.Applicable 402.3.5 . ;Sunrooms enclosing conditioned U- .. U ;❑Complies [FR8]1 ;space have a maximum ; ❑ :fenestration U-factor of 0.50 in ; Does Not :Climate Zones 4-8. New glazing-; ❑Not Observable ;separating the sunroom from ;ONot,Applicable -.i , .. , ... .. ... !conditioned space must meet , ;node requirements; 402.3.5 Sunrooms enclosing conditioned , :U U : : : ;❑Complies [FR911 ;space have a maximum skylight El Does Not .0 factor of 035 in Climate Zones ; ❑Not Observable 4-8. []Not Applicable .I r ; 402.4.4 ;Fenestration that is not site built Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/W DMA/CSA 101/I.S.2/A440 - ;or has infiltration rates per NFRC - ❑Not Observable 400 that do not exceed code , ❑Not Applicable limits. - ; 402.4.5 IC-rated recessed lighting fixtures .s ❑Complies ; [FR16]2 i sealed at housing/interior finish ,Y 1 ❑Does Not and labeled to indicate <72.0 cfm leakage at 75 Pa. i []Not Observable ONot Applicable 403.2.1 ; ;Supply ducts.in attics are R- R ;❑Complies ; [FR12]1 . :insulated to >_R-8.All other ducts R-: R- ❑ Does Not . .. in unconditioned spates or ; ;. ;outside the building envelope are; ; ❑Not Observable I insulated to>_R 6. ; 'ONot Applicable .' 403.2.2 ;All joints and seams of air ducts, .` t• OGomplies [FR13]1 lair handlers,filter boxes, and s f: ❑Does Not :building cavities:used as return ;.ducts are sealed.: ❑Not Observable y _ . .� .. .� ❑NotApplicable 403.2.3 1Building cavities are not used for aOGomplies [FR15]3 supply ducts. ] ❑Does Not ❑Not Observable. ❑Not Applicable 403.3 HVAC piping conveying fluids.. . ;, R- ; R ;❑Complies ; [FR17]2 above 105°F or chilled fluids ; ;❑ below 55°F are insulated to >_R 3. ; Does Not j ; ;❑Not Observable 1 ,❑ ; : Not Applicable 403.4Circulating service hot water I I R- ; R ;❑complies [FR18]2 pipes are insulated to R-2. t ❑Does Not ;❑Not Observable j ONot Applicable ; 1 High Impact(Tier 1) 2. Medium Impact(Tier 2). 3 Low Impact(Tier.3) Project Title: PHEASANT MODEL W%SUNR'OOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+SUNROOM.rck Page 4 of 8 Section Plans Verified Field Verified'. # Framing/Rough In Inspection Comphe5? p Comments/Assumtions &Req.ID Value Value . 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all.outdoor air r ❑Does Not . intakes and J exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High.Impact(Tier 1) 2. Medium Impact(Tiec.2): 3 Low Impact(Tier.3) Project Title: PHEASANT MODEL W/SUNR.00M Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+ SLINROOM.rck Page 5 of .8 Section Plans V4iiKmed field Verified r " - #' Insula#ion InspectionA Complies? Comments/Assumptions &Req.ID ; Value, Value .,�:, 303.1 ;All installed insulation is labeled `❑Complies [IN13]2 or the installed R-values d ❑Does Not provided. s a . . ❑Not Observable ❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;Complies ;See the Envelope Assemblies 402.2.5, I ; ;table for values. 402.2.E ❑ Wood Q Wood ;❑Does�Not [IN1]1 ❑ Steel ❑ Steel . ❑Not Observable ❑Not Applicable -303.2, ,Floor insulation installed per li L. h ❑Corn p'es 402.2.6 :manufacturer's instructions,and i ❑Does Not [IN2]1 in substantial contact with the i qj underside of the subfloor. ❑Not Observable • ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R= ❑Complies ;Seethe Envelope Assemblies 402.2.4, "mass wall with at least 1A of the ❑ Wood ;❑ Wood i❑Does Not table for values. 402.2.5 wall insulation on.the wall [IN3]1 ;exterior,the exterior insulation i Mass: : ❑ Mass ;❑Not Observable requirement applies. ;El Steel E] Steel ;❑NotApplicable , 303.2 Wall insulation is installed per , ` ❑Complies .,�. [IN4]1 manufacturer's instructions. r Does'Not I QNot Observable ; ❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- ❑Complies D [IN8]1 minimum,R=value of R 13.:New :1 : :❑ oes.Not ;walls separating the sunroom O , ,❑.Not:Observable ,from conditioned space must , . ,meet code requirements. I ❑Not Applicable ; 303.2 ;.Sunroom wall insulation installed ❑Complies ; [IN9]1 :per manufacturer's Instructions. ❑Does Not 9l : ❑Not:Observable ❑Not Applicable:-:,- 402.2.11 ;Sunroom ceiling minimum R- R-- ❑'Complies [IN10]1 insulation R=value of R-19 in ![]Does Not ;Climate Zones 1-4,and R-24 in IGlimate Zones 5 8. ;❑Not Observable ❑Not Applicable. . 303.2 Sunroom ceiling insulation is V. ❑Complies [lN11]1 linstalled per manufacturer's ❑Does'No't instructions. . ❑Not:Observable ; . "❑Not Applicable .: Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2): . 3 Low Impact(Tier.3) I Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+ SUNROOM.rck Page 6 of 8 Section rt Plans Verified, ;Field Verified . H # Final lnspection.Proyisions Complies? Comments/Assumptions & fieq.ID Value : Value 402.1.1, :Ceiling insulation R-value.Where ; R- R- omplie5 ;See the Envelope Assemblies 402.2.1, �> R-30 is required, R-30 can be ; ;table for values. a Wood ❑ Wood ;❑Does Not 402.2.2 ;used if insulation is not ;❑ Steel ❑ Steel :❑Not Observable [FI1]1 ;compressed at eaves.R-30 may be used for 500 ft2 or 20% ;❑Not Applicable , (whichever is less)where sufficient space is not available: 303.1.1.1,:Ceiling insulation installed per :, #; ❑Complies 303.2 .manufacturer's instructions. M ' ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2: m ' _ ONot Observable ❑Not:Applicable p 402.2.3 ;Attic access hatch and door ; R- R- ,❑Com lies [F1311 I insulation >_R-value:of the ; ;❑Does Not adjacent.assembly. ❑Not Observable ; ❑Not:Applicable 402.4.2, :Building envelope tightness ACH.50 ; ACH 50. = ❑Complies 402.4.2.1 1 verified by blower door test result ; ❑Does Not [FI17]1 :of<7 ACH at50 Pa.This _. . requirement may instead be met ; :: ❑Not Qbservable 1❑Not:A licable ,via visual inspection, in which Pp case verification may need to ;occur during Insulation ; 1Inspection, ; 402.4.3 Mood-burning fireplaces have. � , - ❑Complies ; [Fl8]2 igasketed doors and outdoor :.. ❑Does Not 'combustion air. . ., Al ❑Not Observable f QNot Applicable 403.2.2 g Post construction duct tightness ,. : cfm cfm ;❑Complies [F14] ❑ 1 hest result of s8 cfm to outdoors, ; � � Does Not or<_12 cfm across systems. Or, rough-in test result of:56 cfm ; :❑Not Observable 1. . . across systems or:54 cfm ; . ;ONot Applicable ;without air handler. Rough in test ;verification may need to occur ;during Framing Inspection. 403.1.1 (Programmable thermostats.. r ❑Complies [F1912 'installed on forced air furnaces: ❑Does Not fp V t 4 4, ❑Not Observable ;. ❑Not Applicable 403.1.2 Heat pump thermostat installed W r` r ❑Complies r [FI10]2on heat pumps. ❑Does Not ; x y. ❑Not Observable ;.. . J. ❑Not Applicable 403.4Z �orculating service hot water. ❑Complies [Flil] systems have automatic or ❑Does.Not accessible manual controls. = t a . �' t` ❑Not Observable x . ❑Not Applicable 403:9.1 ;Readily accessible switch on = ❑Complies [F112]3 heaters for swimming pools. ❑ ; g P Does Not ❑Not Observable - ❑Not Applicable f 403.9.2 ?Timer switches on ool heaters (FI19)3 l P t > € ❑Complies j. hand pumps are present, JIr ❑ Does Not ❑Not Observable - r ❑Not Applicable: 1 High Impact(Tier 1) 1 2. Medium Impact(Tier 2) 3 Low Impact(Tier.3) Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+SUNROOM.rck : Page 7 of .8 section Plans Verified Field Verified na #' Fil Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 403.9.3 S Heated swimming pools have a :r ❑Complies [FI20]3 cover.Covers on pools he ❑Does Not over 90°F are insulated to R 12. ' ❑Not Observable x ..1 ❑Not Applicable 404.1 ;SO%of lamps in permanent ❑Complies ; [FI611 1fixtures are high efficacy lamps: "` ❑Does Not ❑Not Observable ❑Not Applicable 401:3 Compliance certificate posted. § 4 Elcomplies z [FI7] ffi ❑D oes Not �., ❑Not Observable ; ,:.❑Not Ap plicable 303.3 Manufacturer manuals for - ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ` � � �"• ❑Not Observable I ..".. Not Applicable . Additional Comments/Assumptions: . 1 Nigh Impact(Tier 1) 2` Medium Impact(Tier 2) 1 3 Low Impact.(Tier 3) Project Title: PHEASANT MODEL W/SUNROOM Report date: 11/21/1 Data filename: C:\Users\Fine Line Design\Documents\REScheck\THE PHEASANT+SLINROOM.rck Page 8 of. 8 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Walt 2i.00 Floor 30.00 . . . Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.34. .. CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments - - ~°F'(KE7, : Town of Barnstable y °~' Regulatory Services + PB Msss '$ Thomas F.Geiler,Director wilding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wm'w.town,b arnstab le.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T, o (�-{�, its Owner of the subject property hereby authorize i h to act on my behalf, in all matters relative to work authorized bythis building permit application for: �/t// 6rJ-t (Address of Job) Sig 4 of Owner Date Print Name Q;FORN4S:OWNERPERMISS ION 47 Ovartnelft of He IS Ginwuetfon Suftnisor . License: CS-005645 1 ,-TTS BRLAN T DACO PO BOX 95 v { CENTER LE ' r ' ii ftb $ €# s Commistbohir 04/19/20E1.4 t i i ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �C1 Dd�l3<di'� ` 't 11 f " k RR!",". PTA B,! F Application # Z 61 5V 1�` o Health Division ;f_ Date Issued 8 Conservation Division Application Fee �Q Planning Dept. Permit Fee 1 / q-d Date Definitive Plan Approved by Planning Board .,. - jr•..T _�, .•.-� hm Historic - OKH _ Preservation/ Hyannis Project Street Address a P(�SIJ/�� /// Village lay Owner SuCtf'/f- /ZGrJ,PC'A'/ Address Qy a�60�d Telephone , fYY -sQem Permit Request CQ a?x 0� (00 W1 Soft Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation LU" Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure I Historic House: ❑Yes JNo On Old King's Highway: ❑Yes CYNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) /O d Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: J existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: OGas ❑ Oil ❑ Electric ❑ Other Central Air: XfYes ❑ No Fireplaces: Existing__New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage:)O existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name • Q -Rn e n Ian 0 IY Telephone Number Ll Address � License # l d LM Home Improvement Contractor# Email!/ �•p� ��l/,�/,�yC �a1,af. rker's Compensation # JC 96,90 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATU DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED < MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER ' r DATE OF INSPECTION: FOUNDATION ; ` FRAME INSULATION FIREPLACE i; ELECTRICAL: ROUGH FINAL w PLUMBING: ROUGH FINAL 6AS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. N O JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO KEEP JUNCTION BOX OFF ROOF •C/) N N Q c�Z 27)Trina Solar TSM-260 PD05.08 MODULES N j o PV SYSTEM SIZE: ( N a 7.020 kW DC , , -a Z C/1 I 1 CC� I I N I I - O I I cn CQ I i I I N 0 1. N 4 t :3 I 1 ® o S o a UI Io N i I I o o N o U co 2 -1--i 75'OF 1"PVC CONDUIT > m < w FROM JUNCTION BOX TO ELEC PANEL > z uj w w z >m co J J 'J > U I I I 1- F- J Q z 9 Q mo Z m o cu SHEET A\ I I NAME: �— — — — — — — --J Z SHEET PV INTERCONNECTION POINT, NUMBER: INVERTER,ANSI METER LOCATION, N LOCKABLE DISCONNECT SWITCH, PV SYSTEM SITE PLAN C) &UTILITY METER LOCATION SCALE: 3/32"= l'-0" > N U a Roof Section 2 Roof Azimuth:11170 rn Roof Tilt 45 0 •7 rn �N ��OD] N Q t-5z COMP.SHINGLE- a^o Z V STRING#2: N U Q 13 MODULES U N P A\ H C N O P Roof Section 3 RDofAzimulh:111 0 RDofTi1t21 - O0 0 LUMBING VENT(S) J m N V O O O a � U) Jr L) a Lu x Roof Section 4 0 wuiZm Roof Azimuth:201 w Z Roof Tit 33 7 3 Z z g o SHEET NAME: U- z V STRING#1: O Q Roof Section 1 14 MODULES O J Roof Azimuth:111 n- Roof Tilt:45 SHEET NUMBER: PV SYSTEM ROOF PLAN o TIE INTO METER# N 2596451 SCALE: 1/8"= V-0" > CLAMP U O MOUNTING SEALING PV3.0 DETAIL WASHER LOWER �- N SUPPORT o m ® _ a� Yz�z a 5r Un oZ PV MODULES, TYP. MOUNT `'.:'. :.`.:... NN�o U OF COMP SHINGLE ROOF, FLASHING N PARALLEL TO ROOF PLANE / 2 1/2" MIN _ J _D z 5/16"0 x 4 1/2" PV ARRAY TYP. ELEVATION MINSTEEL LAG MUM TSCR SCREW NOT TO SCALE TORQUE=13±2 ft-Ibs. CLAMP ATTACHMENT NOT TO SCALE N N CLAMP+ 9 ATTACHMENT CANTELEVER U4 OR LESS 0= COUPLING L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE N MODULE CLAMP SPACING. a o PERMITTED COUPLING 5 co ^o < CLAMP+ CLAMP CLAMP 0 ATTACHMENT SPACING z m = PHOTOVOLTAIC MODULE m a a COUPLING 5 2 w Z Lil .. w � En > J J Z in J J V j J Q Z Z Q SHEET NAME: L=PORTRAIT I.-:CLAMP SPACING ? Q ECO 2 p L=LANDSCAPE COMPATIBLE SHEET CLAMP SPACING MODULE PV SYSTEM MOUNTING DETAIL NUMBER: MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 M NOT TO SCALE O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of connection Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size AC Output Current Rated for max operating condition of inverter Accoding to Nec 31.25 Amps U 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air NEC 690.35 compliant 690.6(B)(1) o 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air Nominal AC Voltage 240 volts ( o 2 THWN-2 10 AWG 4(2-V+,V-) PVC 1" 'opens all ungrounded conductors THIS PANEL FED BY MULTIPLE SOURCES -� 2 THWN-2-Ground 8AWG 1 PVC 1" (UTILITY AND SOLAR) C— N 3 THWN-2 BAWG 3(1-L1,1-L2,1-N) PVC 1" Notes: SE6000A-US-U Inverter Specs: W_ 3 THWN-2-Ground 8 AWG 1 PVC 1^ Wire size and breaker calculations dependent upon CEC Efficiency 97.5% �_ inverter Continuous Maximum Output. .2D 4 THWN-2 8 AWG 3(1-L1,1-L2,1-N) PVC 1" Example:SE38000A-uS-u Max Output=16A AC Operating Voltage 240V Y a Z 4 THWN-2-Ground 8 AWG 1 PVC 1" <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A 0 0 5 THWN-2 6 AWG 3(1-L1,1-L2,1-N) PVC 1" each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 18A _ be determined with 16A Max for each inverter. Q 5 THWN-2-Ground 8AWG 1. PVC 1" Solar Edge Optimizer Specs: N z ALL CONDUCTORS P300 DC Input Power 30OW SHALL BE COPPER DC Max Input Voltage 8-48V Z DC Max Input Current 12.5A Design Conditions: DC Max Output Current 15A ASHRAE 2013 Max String Rating 5250W t� Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: 27 PV MODULES PER INVERTER=7020 WATTS STC Lowest Min.Mean Extreme OB -17'C Trina Solar TSM-260 PD05.08 VOC Temp coefficient V/°C 1 STRING OF 14 PV MODULES Short Circuit Current(Isc) 9.00A 1 STRING OF 13 PV MODULES Open Circuit Voltage(Voc) 38.2V o System Specs: Operating Current(Imp) 8.50A Max DC Voltage 500V Operating Voltage(Vmp) 30.6V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A •� P 9 9 9 1 Max.DC Current per String 15A STC Rating(Pmax) 260W - - - Nominal AC Current 25A Power Tolerance -0/+3% EXISTING SUPPLY-SIDE L N ENTRANCE SOLAR TAP CONDUCTORS o NEC 705.12(A) M RATED:200A l� 0 0 0 o t2Fl-3-1 SOLAREDGE g m $ a 11 SE60DOA-US-R p K _ INVERTER* N or O a Square D ND222NRB Z M Q a 60A/240V FUSED NEMA3 SOLAREDGE OR EQUIVALENT 200A Z nv OC SAFETY D: K N 1 M` swITCH J W z m w Z t� Q Q 3Q ` sOLAREDGE 35A y N < K P300 OPTIMIZERS 2 Z g p EXISTING SHEET 240V/200A AC NAME: — Q-----------------------------—------------------ LOAD-CENTER Lu VISIBLE WITH 1-40AFUSED Z 1 0 LOCKABLE DISCONNECT <''3 KNIFE'A/C JUNCTION BOX DISCONNECT WITH IRREVERSIBLE GROUND SPLICE SHEET NUMBER: O _ *CONFORMS TO ANSI C12.1-2008 W U N ^` O W THIS ROOF SECTION'S TILT/AZIMUTH ARE UNABLE TO PRODUCE MIN 800 SUN HOURS .-0 m N N OU Q Z a 6z U�sz �NUQ OOF SECTION 2 v Az:111 Ti:45 • 13 MODULES N � 70 J Q) r z Elm � N _ O N N J P V � O O � N OOF SECTION 3 o m Az:111 T1:21 8 MODULES O Q COMP.SHINGLE W > 2 a a } W W Z n7 J J W z Q Q (n 0 Q < d: z z n SHEET NAME, Z U U — U � O 0 J J ROOF SECTION OOF SECTION 4 SHEET NUMBER. Az:111 Ti:45 Az:201 T03 2 MODULES 4 MODULES Q SOLAR ACCESS CONSTRAINT 71.8% CUSTOMER USAGE OFFSET a. AC�® DATE(MM/DD/YYYY) ��. CERTIFICATE OF LIABILITY INSURANCE F10/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 AJFAX HCNNo Ext: A/C No): DENVER,CO 80202-5534 E-MAIL ADDRESS: Attn:Denver.CertRequest@marsh.com Fax:212-948-4381 INSURER(S)AFFORDING COVERAGE NAIC p INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:Zurich American Insurance Company 16535 Vivint Solar,Inc: Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER o:Scottsdale Insurance Company 41297 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920068-04 REVISION NUMBER:2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 15PKGWE00274 11/01/2015 01/29/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ _ 511,1100 X SIR:$100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5000000 POLICY II JE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11/01/2016 COEaMBINED accident SINGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Comp/Coll Ded $ 1,000 D UMBRELLA LIAB X OCCUR VES0002110 11/01/2015 01/29/2016 EACH OCCURRENCE $ 5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION$ $ C WORKERS COMPENSATION WC509601301 11/01/2015 11/01/2016 X PER oTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) OR,PA,UT E.L.DISEASE-EA EMPLOYEE $ 1,000,000 B byes,describe under WC509601401(MA) 11/01/2015 11/01/2016 E.L.DISEASE-POLICY LIMIT $DESCRIPTION OF OPERATIONS below 1,000,000 A Errors&Omissions& 15PKGWE00274 11/01/2015 01/29/2016 LIMIT 1,000,000 Contractors Pollution SIR 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 Main St THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hyannis,MA 02601.4002 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe '� 7ft. IQialaL @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Of " OF11"'Ice of Consumer Affairs rid Business Regulation 10 Park Plaza ® Suite 5170 W&" Boston,Massachusetts 02116 Home Improvement Contractor Registration Registr9da., T7GW T*ver, SWg*m-wrt.Card VIVINT SOLAR,DEVELOPEER LLC.. MEN LANGPLL, 4931 NORTH 3WI WEST PROVE, UTW,04 Md.VA'arm M&3.&*mmos f"davg—w SC,A Fw*7=aW Last vd 1 0 2064-05ill C. d*as 01 xmw4 vmww- Z"ism Liatew dr rV50swe Val"for Admdd at A* kAwt WACO 01'C#ft%W=w.VftwS end*jww"Zg1tefto r1ol ftg%ftizz-owtv,Sim �V�'k 96 00 M.,ftf a"Ord V 1'0' W41 IT Sa-10 VE)AiL OFER U C,, THI 3W)1AE-51,T 401i ff"., MOW.UIF%W .A. Massachusetts -Department of Public Safety Board of Building Regullations and:Stan lards License:CS-106-6,75 BRIEN LANGH.L; 312 UNION STRaT Hanover MA0233 9 Expiration Commissioner 011091201:7 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 021.11 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V r tr rr f- <a ft,or"t 6=rr e- - Address: 3 3v 1 Q - 5,,4e_ SSo a City/State/Zip: L e,I, (� 7— q Y y 3 Phone#: T'd f - Are you an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).' have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.$ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. 9_ ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LE]Plumbing repairs or additions myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees.[No workers' 13:❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensatdon insurance for my employees. Below is the policy and job site information. Insurance Company Name: t✓d r, c-l- An e r-i'C Ati .Y�+S a�� c Go rryf~ Policy#or Self-ins. Lic. #: VV L S 0'cY 6 U f 'U 1' Expiration Date: I ( s Z o f Job Site Address:_,_A.,7z9 � � City/State/Zi —427 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct. Signature: Date: ,- Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or'Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ' 1 o C 301 N Thanksgiving Way,Suite 500, Lehi, UT 84043 V o w on o Sol support@vivintsolar,com r www,vivintsolar.com i Phone:877.404.4129 1 Fax: 801.765.5758 , RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT I rRMUMION DAn 10/24/2015 ' ` ° 4678505 [NMYRATE(perkWh� .119 CUSTOMER INFORMATION I NA►nE r'ru> .emu { Judy Niedzwecki (508) 333-5288 northstarl3@comcast.net NAME On.eneadkTau) ` TELEPHME E klL 8Rt AO"OWNER Qes GVO PROPERTY INFORMATION STREEIADORM 277 Pheasant. Hill y cotuit 'Barnstable ATE MA iP 02635 OUR PROMISES TO YOU - At no up-front cost to you,we design and install the solar energy system - We insure, main-Lain,repair,and monitor the system at no addidonal cost-to YOU - The energy rate will never increase by • per - A team of professionals to take care of the process I YOUR OBLIGATIONS Agree to pay for ! by • , A qualified roof in good condition , Assistance with any paperA*rk for installation or operation of the system broadband internet connection DOCUMENTS THE AGREEMENT INCLUDES THE FO LLOWING DOCUMENTS: • Power Purchase Agreements including, � • Exhibit A-Notice of Canceltation • Exhibit 13-State Not es and Disclosures j • the Customer Packet,and I • the Fork Order(s,). i l Copyript J 2011 2015 Vivint Solar Devebper,LtC Alt R;ghxs,Reserved PPA(612015, 0-1) r Page 1 � I I EXHIBIT MASSACHUSETTS ST TE NOTICES AND D1SCI.ASU ES I A. OBTAINING PERMITS., We shalt obtain all necessary permits for the installation and operation of the System. p Y Homeowners who secure their own permits shall be excluded from the state guaranty funds.. B. OUR LICENSES. HOME IMPROVEMENT CONTRACTORS ARE REQUIRED TO BE REGISTERED WITH THE DIRECTOR OF THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION. FOR INFORMATION ABOUT CONTRACTOR REGISTRATION REQUIREMENTS, CONTACT THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATION: TEN PARK PLAZA, SUITE 5170, BOSTON, MA 02116, I 617.973.8700 OR 888.283.3757. C. ARBITRATION. Notwithstanding anything to the contrary in the Agreement, the contractor and homeowner hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract, i the contractor may submit such dispute to a private,arbitration service which has been a 1 y p p approved by the Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided in M.G.L. c. 142A. NOTICE: The signatures of the parties below apply only to the dispute resolution initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is.not separately signed. VIVINT SOLAR DEVELOPER,LLC CUSTOMER{SY �� • Printed Name: Bradley Hof hines Printed Name. Judy Nedzwecki Salesperson No.: 94506 By: Printed Nome: I i I i i I I E I i I i I Copyright 0 2011-2015 WOO Solar Developer,L1.C. All Rigtus Reserved. PPA(6A015,v3J) I Page 26 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 y www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V el'" r/ A r"s =rr:e—- Address: 3 3y 1 0 - S-old City/State/Zip: Le,1i , u 7— (Z`f o 4 3 Phone #: IC-V t Are you an employer?Check the appropriate bog: Type of project(required): 1.L�T, I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp. insurance. g, ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL ILEl Plumbing repairs or additions myself [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.[j Other comp.insurance required.] 'Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: rs / merri c�h -YhSu��t c CO „ tl Policy#or Self-ins.Lic. #: V\J L S 0 q 6 U [' ` O ( Expiration Date: I ( & Z of Job Site Address: y f ,o�f;� f�� City/State/Zip: e ��g J gVV1,?C— Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Sitrnature: Date: Phone#: �� z z q — Y S y Official use only. Do,not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Please visit our web site at http://www.mass.gov/dpl/boards/EL MINT SOLAR. DEVELOPER LLC PHILfP E ZAMPfTELLA JR (EL) PROVO f1T 84604 FGW,Then Derac€r Along M Perforations COMMONWEALTH OF MASSACHUSETTS BOARD OF EL€LTRICIAN,-S ISSUES THE fOLLOWI NG LICENSE AS A RE'G-.-:ST:.E`RED JMASTE-.R, >E.LECTRi C I AN VIVINT SOLAR DEVELOPER LLC PHI ; I P F + 't?f TELLA JR PRO" OT 84604 I 14.1 A O1 16 10 ii"FC r V o l/ ono k.J � 1 I 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, LIT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wysslingCd vivintsolar.com October 21, 2015 revised November 04, 2015 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way, Suite 500 Lehi, LIT 84043 Re: Structural Engineering Services Niedzwecki Residence 277 Pheasant Hill, Cotuit MA S-4678505 7.02 kW Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Section 1: Roof section is composed of 2x10 dimensional lumber at 24" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Sections (2, 3, and 4): Roof section is composed of 2x10 dimensional lumber at 16" on center. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached Ecolibrium Solar calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 110 mph based on Exposure Category B and 45, 21, and 33 degree roof slopes on the dwelling areas. Ground snow load is 30 PSF for Exposure B, Zone 3 per(ASCE/SEI 7-10). dodo ° solar f Page 2of2 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. B. Loading Criteria 10 PSF= Dead Load (roofing/framing) 30 PSF= Live Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (ecolibrium solar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 W' thick and mounted 4 1/2' off the roof for a total height off the existing roof of 6". At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 1/2", is less than the maximum allowable per connection and therefore is adequate. 4. Roof Section 1: Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every other roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than two (2) spaces or 48" o/c, whichever is less. 5. Roof Sections (2, 3, and 4): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four (4) spaces or 64" o/c, whichever is less. 6. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, \AOFh1gs sc •mill SLI VIL Scott E. Wyssling, P No.bbsoa MA License No. 5 07 A�O,�9FG/STEP� 10810NAL ENG 0 0 wflwan e solar N a) N c O JUNCTION BOX ATTACHED TO ARRAY USING ECO HARDWARE TO rn KEEP JUNCTION BOX OFF ROOF o rn �N NQ� a�z 27)Trina Solar TSM-260 PD05.08 MODULES N U PV SYSTEM SIZE: I N Q 7.020 kW DC I I _ N I z L0 , I Co I N O I 5Q G I I 0 I 1 N 0 0= a ®c o o I o I 9 J UI I •� I I V O � m m O = I I U W U z m 75'OF 1"PVC CONDUIT > 2 Q g FROM JUNCTION BOX TO ELEC PANEL > z u I I 2 Li U) Y w w z m J J w j _ I I U > U) z ? m o SHEET a) I 1 NAME: c- �- - — — — — — — -- Z A ~ J SHEET PV INTERCONNECTION POINT, NUMBER: INVERTER,ANSI METER LOCATION, N LOCKABLE DISCONNECT SWITCH, PV SYSTEM SITE PLAN O &UTILITY METER LOCATION SCALE: 3/32" = 1'-0" > d N U o Roof Section 2 Roof Azimuth:111 U Roof Tilt45 o ULu /�� W 2 Lu �Om .--MD COMP.SHINGLE a 5~ U�oz V STRING#2: N U=O 13 MODULES v N Q (D Vz Z o Roof Section 3 N RoofAamuth:111 - 011=11 o RoofTlt21 0= 78 LUMBING VENT(S) 9 �J N O � Q Q couJ U_ > Q Roof Section 4 � V) RodAamuth:201 J J w z Roof Tilt33 F J 3 w n Q z z o SHEET NAME: LL Z V STRING#1: O Q Roof Section 1 14 MODULES 0 J Roof Azimuth:111 a Roof Till:45 SHEET NUMBER: PV SYSTEM ROOF PLAN o TIE INTO METER---,---- N 2596451 SCALE: 1/8"= 1'-0" > 1 CLAMP CU o MOUNTING SEALING PV3.0 DETAIL WASHER 70 c LOWER N SUPPORT =om N Q W Yt�z UNOO :T2 PV MODULES, TYP. MOUNT �N OOF COMP SHINGLE ROOF, FLASHINGN PARALLEL TO ROOF PLANE MIN Z 5/16"0 x 4 1/2" MINIMUM PV ARRAY TYP. ELEVATION STEEL LAGTSCREWS �. NOT TO SCALE TORQUE=13±2 ft-Ibs CLAMP ATTACHMENT NOT TO SCALE c N N 0= CLAMP+ 9 d ATTACHMENT CANTELEVER U4 OR LESS 0= E COUPLING 9 L=PERMITTED CLAMP ECO SPACING SEE CODE COMPLIANT COMPATIBLE LETTER FOR MAX ALLOWABLE MODULE CLAMP SPACING. 0 0 PERMITTED COUPLING a .0 o CLAMP+ CLAMP CLAMP 0 - � a ATTACHMENT SPACING ~ co U COUPLING PHOTOVOLTAIC MODULE Z w of v, > w w z m J J V Z HI Ll Fa- J Q z z 2 o SHEET NAME: L=PORTRAIT U) CLAMP SPACING Z J ECO 2 p L=LANDSCAPE MODULEIBLE PV SYSTEM MOUNTING DETAIL SHEET NUMBER: CLAMP SPACING MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 M NOT TO SCALE a O Conduit and Conductor Schedule DC Safety Switch Notes: Solar PV System AC Point of Connection AC Output Current Tag Description Wire Gauge #of Conductors Conduit Type Conduit Size N Rated for max operating condition of inverter Accoding to Nec st.zs Amps U 1 Solar Edge Cable 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air NEC 690.35 compliant 690.8(B)(1) C R 1 Bare Copper Ground(EGC/GEC) 6 AWG 1 N/A-Free Air N/A-Free Air Nominal AC Voltage 240 Volts 2 THWN-2 10 AWG 4(2-V+,V-) PVC 1" 'opens all ungrounded conductors THIS PANEL FED BY MULTIPLE SOURCES 7 m (UTILITY AND SOLAR) o 2 THWN-2-Ground 8 AWG 1 PVC 1" N 3 THWN-2 8AWG 3(1-1-1,1-L2,1-N) PVC 1" Notes: SE6000A-US-U Inverter Specs: 3 THWN-2-Ground 8 AWG 1 PVC 1" Wire size and breaker calculations dependent upon CEC Efficiency 97.5% �_ a Inverter Continuous Maximum Output. .2D 4 THWN-2 8AWG 3(1-L1,1-L2,1-N) PVC 1" Example:SE38000A-US-U Max Output=16A AC Operating Voltage 240V Y a ? . 4 THWN-2-Ground 8 AWG 1 PVC 1" <20A. Therefore a 20A solar breaker will be needed for Continuous Max Output 25A C.) M 5 THWN-2 6 AWG 3(1-1-1,1-1-2,1-N) PVC j^ each SE380OA-US-U inverter. Wire Gauge should also DC Maximum Input Current 18A $ -be determined with 16A Max for each inverter. 5 THWN-2-Ground 8AWG 1 PVC 1" Solar Edge Optimizer Specs: N < ALL CONDUCTORS P300 DC Input Power 300W � SHALL BE COPPER DC Max Input Voltage 8-48V Z DC Max Input Current 12.5A Design Conditions: DC Max Output current 15A ASHRAE 2013 Max String Rating 525OW t� Highest Monthly 2%DB Design Temp 35.6°C. Module Specs: 27 PV MODULES PER INVERTER=7020 WATTS STC Lowest Min.Mean Extreme DB -17`C 08 1 STRING OF 14 PV MODULES VOC Temp coefficient V/°C Trina Solar TSM-260 PD05. O 1 STRING OF 13 PV MODULES Short Circuit Current(Isc) 9.00A N Open Circuit Voltage(Voc) 38.2V System Specs: Operating Current(Imp) 8.50A Max DC Voltage 500V Operating Voltage(Vmp) 30.6V Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A ,� 0 l� 3 to P 9 9 9 �, 1 Max.DC Current per String 15A STC Rating(Pmax) 260W �� .o - - - Nominal AC Current 25A Power Tolerance -0/+3% EXISTING SUPPLY-SIDE 2 N ENTRANCE SOLAR TAP CONDUCTORS NEC 705.12(A) M RATED:200A o 0 0 12 tg A SOLAREDGE g m $ a 1 SE6000A-US-R - - + INVERTER* + m V Q Square D#D222NRB j M Q a - - - - - - BOAI240V FUSED NEMA3 M 0 0 0 = SOLAREDGE OR EQUIVALENT 200A > Z / - - — - ti OC SAFETY ¢ N I M� SWITCH J J w m J a a 3 SOLAREDGE 35A Q aa P30U OPTIMIZERS Z Z Zo EXISTING SHEET 240V/200A AC NAME: L_—_ LOAD-CENTER W ------------------------------------------- G Z VISIBLE WITH 1-40A FUSED LOCKABLE DISCONNECT A Q LOCKABLE JUNCTION BOX DISCONNECT 4 0 WITH IRREVERSIBLE GROUND SPLICE SHEET NUMBER: r O CONFORMS TO ANSI C12.1-2008 r- W F� N U N C O O THIS ROOF SECTION'S TILT/AZIMUTH ARE m UNABLE TO PRODUCE MIN 800 SUN HOURS o � rn N Lu N N LL N om n I Ya=Z U�8Z Q OOF SECTION 2 U Az.111 T1:45 Q 13 MODULES 0 J Z L2 n�. O I � N I N O N J N N O C � N OOF SECTION 3 °J Az:111 T1:21 Q o 8 MODULES ix U U COMP.SHINGL w = > Z u wa� (n > w w Z m J J w Z U 3 a a J N U) ¢ ¢ SHEET NAME ZU U3 w O a SHEET ROOF SECTION OOF SECTION 4 NUMBER' Az.111 T1:45 Az:201 Tc33 2 MODULES 4 MODULES O SOLAR ACCESS CONSTRAINT 4 71.8% CUSTOMER USAGE OFFSET EcolibriumSolar Customer Info Name: Email: Phone: Project Info Identifier: 53843 Street Address Line 1: 277 Pheasant Hill Street Address Line 2: City: Cotuit State: MA Zip: 02635 Country: United States System Info Module Manufacturer: Trina Solar Module Model: TSM 260-PD05.08 Module Quantity: 27 Array Size (DC watts): 7020.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE6000A-US (240V) Project Design Variables Module Weight: 43.0 Ibs Module Length: 65.0 in Module Width: 37.0 in Basic Wind Speed: 100.0 mph Ground Snow Load: 40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load- Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 Ibf EcoX Design Load- Downward: 722 Ibf EcoX Design Load - Upward: 765 Ibf EcoX Design Load - Downslope: 297 Ibf EcoX Design Load - Lateral: 233 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): 1 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 15.0 ft Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 15.5 15.5 15.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 15.5 15.5 15.5 psf Downslope: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 5 13.5 13.5 13.5 psf Down: Load Combination 6a 16.3 16.3 16.3 psf Up: Load Combination 7 -11.3 -13.5 -13.5 psf Down Max 16.3 16.3 16.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 83.4 83.4 83.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 80.0 80.0 in Max Cantilever from Attachment to Perimeter of PV Array 27.8 27.8 27.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 63.0 63.0 63.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.0 21.0 21.0 in EcolibriumSolar Layout � Skirt c Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with 0 Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 2 Weight of Modules: 86 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 194 Ibs Total Plane Array Area: 33 ft2 Distributed Weight: 5.81 psf Number of Attachments: 54 Weight per Attachment Point: 4 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 3 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 23.0 ft Roof Slope: 21.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.9 0.9 0.9 Roof Snow Load 30.2 30.2 30.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 30.2 30.2 30.2 psf Downslope: Load Combination 3 11.0 11.0 11.0 psf Down: Load Combination 3 28.8 28.8 28.8 psf Down: Load Combination 5 12.0 12.0 12.0 psf Down: Load Combination 6a 29.4 29.4 29.4 psf Up: Load Combination 7 -10.2 -17.7 -27.3 psf Down Max 29.4 29.4 29.4 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 62.2 62.2 62.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 47.0 47.0 47.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.7 15.7 15.7 in f - EcolibriumSolar Layout Skirt Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 8 Weight of Modules: 344 Ibs Weight of Mounting System: .108 Ibs Total Plane Weight: 452 Ibs Total Plane Array Area: 134 ft2 Distributed Weight: 3.38 psf Number of Attachments: 54 Weight per Attachment Point: 8 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 4 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 12.0 ft Roof Slope: 33.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.68 0.68 0.68 Roof Snow Load 22.8 22.8 22.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 22.8 22.8 22.8 psf Downslope: Load Combination 3 11.8 11.8 11.8 psf Down: Load Combination 3 18.2 18.2 18.2 psf Down: Load Combination 5 13.8 13.8 13.8 psf Down: Load Combination 6a 22.9 22.9 22.9 psf Up: Load Combination 7 -11.1 -13.3 -13.3 psf Down Max 22.9 22.9 22.9 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 70.4 70.4 70.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.5 23.5 23.5 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 53.1 53.1 53.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.7 17.7 17.7 in EcolibriumSolar Layout Skirt c Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 4 Weight of Modules: 172 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 280 Ibs Total Plane Array Area: 67 ft2 Distributed Weight: 4.19 psf Number of Attachments: 54 Weight per Attachment Point: 5 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 2 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 30.0 ft Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 15.5 15.5 15.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 15.5 15.5 15.5 psf Downslope: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 5 13.5 13.5 13.5 psf Down: Load Combination 6a 16.3 16.3 16.3 psf Up: Load Combination 7 -11.3 -13.5 -13.5 psf Down Max 16.3 16.3 16.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 83.4 83.4 83.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 80.0 80.0 in Max Cantilever from Attachment to Perimeter of PV Array 27.8 27.8 27.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 63.0 63.0 63.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.0 21.0 21.0 in r EcolibriumSolar Layout Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 13 Weight of Modules: 559 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 667 Ibs Total Plane Array Area: 217 ft2 Distributed Weight: 3.07 psf Number of Attachments: 54 Weight per Attachment Point: 12 Ibs f EcolibriumSolar Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 54 ECO-001_102 EcoX Coupling Assembly 25 ECO-001_105B EcoX Landscape Skirt Kit 3 ECO-001 105A EcoX Portrait Skirt Kit 5 ECO-001_103 EcoX Composition Attachment Kit 54 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 ECO-001_363 EcoX Lower Support-Tile 0 ECO-001_109 EcoX Electrical Assembly(optional) 4 ECO-001_106 EcoX Bonding Jumper Assembly 11 ECO-001_104 EcoX Inverter Bracket Assembly 0 ECO-001_338 EcoX Connector Bracket 0 ECO_001-359 EcoX Lower Support- Low Slope 0 EcolibriumSolar Customer Info Name: Email Phone: Project Info Identifier: 53843 Street Address Line 1: 277 Pheasant Hill Street Address Line 2: City: Cotuit State: MA Zip: 02635 Country: United States System Info Module Manufacturer: Trina Solar Module Model: TSM 260-PD05.08 Module Quantity: 27 Array Size (DC watts): 7020.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: SE6000A-US (240V) Project Design Variables Module Weight: 43.0 Ibs Module Length: 65.0 in Module Width: 37.0 in Basic Wind Speed: 100.0 mph Ground Snow Load: 40.0 psf Seismic: 0.0 Exposure Category: B Importance Factor: II Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load - Upward: 820 Ibf Lag Bolt Design Load - Lateral: 288 lbf EcoX Design Load- Downward: 722 Ibf EcoX Design Load - Upward: 765 Ibf EcoX Design Load - Downslope: 297 Ibf EcoX Design Load- Lateral: 233 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 L EcolibriumSolar Plane Calculations (ASCE 7-10): 1 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 15.0 ft Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 15.5 15.5 15.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 15.5 15.5 15.5 psf Downslope: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 5 13.5 13.5 13.5 psf Down: Load Combination 6a 16.3 16.3 16.3 psf Up: Load Combination 7 -11.3 -13.5 -13.5 psf Down Max 16.3 16.3 16.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 83.4 83.4 83.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 80.0 80.0 in Max Cantilever from Attachment to Perimeter of PV Array 27.8 27.8 27.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 63.0 63.0 63.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.0 21.0 21.0 in EcolibriumSolar Layout • Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 2 Weight of Modules: 86 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 194 Ibs Total Plane Array Area: 33 ft2 Distributed Weight: 5.81 psf Number of Attachments: 54 Weight per Attachment Point:4 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 3 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 23.0 ft Roof Slope: 21.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.9 0.9 0.9 Roof Snow Load 30.2 30.2 30.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 30.2 30.2 30.2 psf Downslope: Load Combination 3 11.0 11.0 11.0 psf Down: Load Combination 3 28.8 28.8 28.8 psf Down: Load Combination 5 12.0 12.0 12.0 psf Down: Load Combination 6a 29.4 29.4 29.4 psf Up: Load Combination 7 -10.2 -17.7 -27.3 psf Down Max 29.4 29.4 29.4 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 62.2 62.2 62.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.7 20.7 20.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 47.0 47.0 47.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.7 15.7 15.7 in EcolibriumSolar Layout it Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 8 Weight of Modules: 344 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 452 Ibs Total Plane Array Area: 134 ft2 Distributed Weight: 3.38 psf Number of Attachments: 54 Weight per Attachment Point: 8 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 4 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 15.0 ft Include Snow Guards: No Least Horizontal Dimension: 12.0 ft Roof Slope: 33.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.68 0.68 0.68 Roof Snow Load 22.8 22.8 22.8 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 22.8 22.8 22.8 psf Downslope: Load Combination 3 11.8 11.8 11.8 psf Down: Load Combination 3 18.2 18.2 18.2 psf Down: Load Combination 5 13.8. 13.8 13.8 psf Down: Load Combination 6a 22.9 22.9 22.9 psf Up: Load Combination 7 -11.1 -13.3 -13.3 psf Down Max 22.9 22.9 22.9 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 70.4 70.4 70.4 in Max Spacing Between Attachments With Rafter[Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.5 23.5 23.5 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 53.1 53.1 53.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.7 17.7 17.7 Tin EcolibriumSolar Layout Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with SolarABC's Expedited Permit Process Module Quantity: 4 Weight of Modules: 172 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 280 Ibs Total Plane Array Area: 67 ft2 Distributed Weight:4.19 psf Number of Attachments: 54 Weight per Attachment Point: 5 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): 2 Roof Shape: Gable Edge and Corner Dimension: 3.0 ft Roof Type: Composition Shingle Stagger Attachments: Yes Average Roof Height: 20.0 ft Include Snow Guards: No Least Horizontal Dimension: 30.0 ft Roof Slope: 45.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 33.6 33.6 33.6 psf Slope Factor 0.46 0.46 0.46 Roof Snow Load 15.5 15.5 15.5 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.6 2.6 2.6 psf Snow Load 15.5 15.5 15.5 psf Downslope: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 3 9.5 9.5 9.5 psf Down: Load Combination 5 13.5 13.5 13.5 psf Down: Load Combination 6a 16.3 16.3 16.3 psf Up: Load Combination 7 -11.3 -13.5 -13.5 psf Down Max 16.3 16.3 16.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 83.4 83.4 83.4 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 80.0 80.0 80.0 in Max Cantilever from Attachment to Perimeter of PV Array 27.8 27.8 27.8 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max.Allowable Spacing Between Attachments 63.0 63.0 63.0 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.0 21.0 21.0 in I EcolibriumSolar Layout Skirt o Coupling Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. ® Clamp Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. r EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 13 Weight of Modules: 559 Ibs Weight of Mounting System: 108 Ibs Total Plane Weight: 667 Ibs Total Plane Array Area: 217 ft2 Distributed Weight: 3.07 psf Number of Attachments: 54 Weight per Attachment Point: 12 Ibs EcolibriumSolar Bill Of Materials Part Name Quantity ECO-001_101 EcoX Clamp Assembly 54 ECO-001_102 EcoX Coupling Assembly 25 ECO-001_105B EcoX Landscape Skirt Kit 3 ECO-001 105A EcoX Portrait Skirt Kit 5 ECO-001_103 EcoX Composition Attachment Kit 54 ECO-001_116 EcoX Flat-Tile Flashing 0 ECO-001_117 EcoX S-Tile Flashing 0 ECO-001_118 EcoX W-Tile Flashing 0 ECO-001_363 EcoX Lower Support-Tile 0 ECO-001_109 EcoX Electrical Assembly(optional) 4 ECO-001_106 EcoX Bonding Jumper Assembly 11 ECO-001_104 EcoX Inverter Bracket Assembly 0 ECO-001 338 EcoX Connector Bracket 0 ECO_001-359 EcoX Lower Support- Low Slope 0 Town of Barnstable Building Department - 200 Main Street ALE, * Hyannis, MA 02601 9� 1639• . (508) 862-4038 'OTED Mpl A Certificate of Occupancy Application Number: 201308717 CO Number: 20140024 Parcel ID: 002002055 CO Issue Date: 04/15114 Location: 277 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Villager COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Id g Department Signature Date Signed TOWN OF BARNSTABL,IA M RUilding 201308717 * STABLE, Issue Date: 12/09/13 Permit 9 MASS. �ArEO N19.P'1 A Applicant: BAYSIDE BUILDING,INC Permit Number: B 20133092 Proposed Use: DEVELOPABLE LAND Expiration Date: 06/08/14 Location 277 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002055 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 3 BEDROOM,2 BATH CAPE STYLE HOUSE WITH THIS CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: PO BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY,'ANY STREET ALLEY'OR SIDEWALK OR ANY PART THEREOF,EITHER T oRARILY; ENCROACHMENTS ON,PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE KU D NG CODE,-MUST BE APPROVED.BY THE JURISDICTION.?•sTREET OR'ALLEY GRADES A SWELL"As DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE _ - ._ .. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE,THE APPLICANT FROM-.THE CONDITIONS'OF`.ANY'APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: s. 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ° e ° o BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 7fop a a� 2 bTSk 6 Z.��1I► 2,. ^6 � Qr(//� 2 3 Q y/�� r./ I�, 1 Heating Inspection Approvals Engineering Dept Fire De p 2 Board of Health ;,_ -�: �1 f. r` F. �� .Y .1�. � .. r � w Duct Leakage Test Form Customer Information: Test Conditions: Name: Bayside Building Date: 2/6/2014 Address: 1645 Route 28 Bayberry Square Time: City: Centerville Indoor Temperature(F): State/Zip: Ma 02632 Outdoor Temperature(F): Phone: Floor Area(ft2): 1822 Email: System Airflow(cfm); 1400 Cooling Size(tons): 3 Heating Size(btu): 80,000 Building Address:(if different from above) Primary Location of Street:. 277 Pheasant Hill Circle Supply Ductwork: Basement City/State: Cotuit, MA 02635 Primary Location of Return Ductwork: Basement Comments: System serving first and second floors on two zones.System tested after rough install with equipment attached.System tested with Minneapolis duct blaster. All duct seams,joints and connections sealed with venture mastik tape. Duct work in cold spaces insulated with R-8 foil faced insulation and all others with R-6. Sheet metal permit 201309641 12/31/13 1 d Total Leakage Test Depress Press Outside Leakage Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Flow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm) (Pa) Installed (Pa) (Pa) Installed (Pa) 25 3 87 Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/SN: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): 87 Floor Area: Total Leakage as% System Airflow: Eric Whiteley Toal Leakage as% W.VERNON eric@wvwhiteley.com Floor Area: 4.8 INC, 28 Village Landing MONO•HEAT N�� CONO(ilCV�NO P.O.Box 1266 W.Chatham, MA 02669 Plumbing• Heating T 508-945-1100 Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com TempParcelEdit Page 1 of 1 "g�� fM Logged In As: Wednesday,January 16 2008 Frank Schlegel N ew Par Application Center Road System Reports Road System _ The record has been added. New Parcel Detail New Mapparcel: 002 002 055 Street Number: 277 Unit: Dev Lot LOT 55 Road Name: PHEASANT HILL CIRCLE T/R l�`. T Sec. Road: I T/R: Ej Villlage: 107 - Cotult Part of M/P: MAP 002 PCL 002 .__..._ .- ..__..,.. r____ ___ __.__. ��u. ._.....w..,.. Plan Ref: JPLBK 617/69-75 (APP 7-62) Date Added: Updated: UdafeDeleterA�dd"mother httn-//i.q.qo l2/Tntra.net/Prondata/TemnParcelEdit.asnx?ID=Add 1/16/2008 - - Commonwealth of 1Vl�ssac��usetts .� . �dThSh-eet Metal Permit X PRESS Date: 12 3 PERMIT . Permit#'=;_�o Estimated Job Cost: $ IQ D()() DEC 31 2013 Permit Fee: $ . C-D Plans Submitted: YES N a �, ®F �AR1V fans Reviewed: YES NO ((-- S ALE Q Business License# i W 0 Applicant License# a `�� A Business Information: Property Owner/Job Location Information: Name: Vernm LO 1. e , Name: d z(,o co-(x/ Street: D I')f Land), Street: City/Town: h0,-'haM City/Town: 00 [417L Telephone: 5 09^ qy 5 — 1 )00 Telephone: Photo I.D. required/Copy of Photo I.D.attached: YES V/ NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or.less and commercial up.to 101000 sq.ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses. Other Commercial: Office Retail Industrial .Educational Institutional Other Square Footage: under 10,000 sq.ft. i/ over 10,000 sq. ft. Number.of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roof ng Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: r. Cmn na 66-6 0 t4 dw�— woyK INSURANCE COVERAGE: I have a current liabilitV insurance policy or its equivalent which meets the requirements of M.G.L.Ch'.112 Yes No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box❑,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro6ress Inspections Date - Comments Final Inspection - - Date - - - - - - - - - - C-ornments - Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ()/ r� ❑Journeyperson-Restricted .License Number: Fee$ Check atvvyiw.mass.govldpl Inspector Signature of Permit Approval I : r-,c l."--f WTI a ):Uw 1 hotnas.F, Gedr ,Dircc.Lor g *B LII l dYTI v v 1'r'zs 1()Tl 1.6 TOm Pcr-J,Duilliu; commissicr:er 200'4Mal l Sfi'ccC I rza,..i.e, 02501 - ,��s•�T.Cowrn.h;�rnstzU(e.r.:2.�_.c off-lcn: 50161-962-403; r2 : sos-790 s23o PZi��,�r(�r U;S:r�e +11usi COMPlete aad S7hti 'Tfurs 'Secii.on _I.1 Us iD-E, A B u 1.U ; ! CD.i," r'I n''vf .(L r �J.cC n t7P S _L'1 CCpt`: Lctr'l: li�byr= t 1 P La 2d 1=i L;' -cLLi"v`e t0 'w'l.L�2T-��_0��=t7 k '4 �.i I ' rt p p itC L�-7 LOL: �y Y.L��x" DaiC? i if ProDe,:ty icr IS aP F)Ty'T.il :lor•f er:7?_it plcaSC' CGn PIP-e i11.b .. _ Homeov,mt s Llctnse E :P-M�.pfii.on 1. wc.m o the DC else sl e, a:MYTT-TRIT,Tlj!ra!1; CC�ONI.MONWryE�A+LTH OF MASSACHUSETTS i'1�!'il+s�°=PJ'LI+''=�ej�IESK(r'����'4�IS1 D .:.SHEET METAL WORKERS AS A BUSINESS ISSUES THE ABOVE LICENSE TO. { E:R_IC'`T,..: )HITELEY . C 41'_.VERN_ON• VIHITELEY PLEG AriD 28-..VILL'AGE LAFIDING P:O BOX. 1266 W CHATN.AM MA 02609 00. 1'60 12/22/14 292629 <_ 1 ----.�---------------------------- '—� ; OV1 1MONWEAL i WI H OF ASSACHUSE► C -III j- er a�I1 l�l '}-1 el��1`� Lo ,L' SHEET METAL WORKERS AS AMASTER-UNRESTRICTED - ISSUES i HE ABOVE LICENSE TO: .ERIC T WHITELEY ..PO BOX 248 .::WEST CHATHAM MA 02669-02'4a. �= •2967 _02/28/1_4 1'19425 l- 'odd,Then D=_LaCh Mona All?a'az5ons F _-� `-- r�u'�7Ir F. 02 � p14 f2�6� ff f j { ltae ffsa11 ft z craw ]sEsr i I nAINs7.�`f.-.;�:�l,.y:��: '.��::�,�.�,: I„`�026fi9'."�l>`k(�:f:��j ,:.1:':i4:a�•: �:rr_ �r.4`f.=.t'�-�t�r`i'j;�;.n.:?�'%=9a,�;.-'d=--.' �i'v j I':':...i:r�>-�•,� 4,'i�rl� t�4t ..0 t-.IZII' -;�t't T• r 1 r r,a 4;. The Commonwealth of Massachusetts _ - Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 f wminass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): W V e N n n Lk J e I e P lu i n 6.I r a e n�l n ti C O Tin c._ Address:_ a�r Po R o x )d 1,G -- City/State/Zip: w , C, W A� k- ,n Phone#: Are you an employer? Check the appropriate box: Type of project(required): 1. ] I am a employer with vl 4. ❑ I am a general contractor and I 6 New construction employees(full and/or part-time).* have hired the sub-contractors nJ 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in an capacity. employees and have workers' y p y 9. ❑ Building addition [No workers' comp. insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] ' c. 152, y 1(4),and we have no employees. [No workers 13.❑ Other comp. insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. `Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A c-e__ Policy#or Self-ins. Lic.#: h S (o Li - c d 'l d Expiration Date: Job Site Address: V A (_1 o S City/State/Zip: l vl q Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viol r. vsted that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insl.4nWcoaverification. I do hereby certify under t pain n e s perjury that the information provided above is.true and correct. Simatur Date: Phone#• a 9 Ll Official rise only. Do not write in this area,to be completed by city or town official. Cit:'or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3. Cih'/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Rightfax. Nl-1 10/4/2013 7 : 19:41 AM PAGE 51/055 Fax Server DATE acoR& CERTIFICATE OF LIABILITY INSURANCE =Q-04-20i3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT NAME: ROGERS&GRAY INS AGCY PHONE tA:cFAY, 434 ROUTE 134 rA NC E-n:.r. r;oL E?:LAIC SOUTH DENNIS,MA 02660 Sq, RISURERISI A.°FORDING COV=RAGE INSURER A:ACE AMERICAN INSURANCE COMPANY INSURED INSURERS: VV VERNON V1tHITELEY PLUMBING& INSURER c: HEATING CO INC&CHATHANI SHEET RA ETAL INC INSURER 0: - PO BOX 1266 IIdSJRERE: WEST CHATHAM,NIA 02669 INSUP.EP.F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: � THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NANIED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LINIITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIIMS. INSR IADDL SU6f� POLICY EFF I POLICY EXP I LIMITS LTR -TYPEOFINSURANCE INSR VND POLICYHUNIBER (P,11.1YYYYI (Pdh1100;YYYY1 GENERAL LIABILITY EACH CCCURREdCE S COMMERCIAL GENERALLIAEILITI' � DA�!A.GE TO.fi;ENTEO S F�:EL113Ea h=2[c.urvms! CLAII.IS-M DE OCCUR MED EXP(Any one poser.) S PERSONAL&ADV IN URY S GENEP.AL AGGREGATE IS GENT A.GGREGA.TE I.I.MIT APPLIES PER: PRODUCTS•COb1P;OP AGG I S S FDLIC'f I I PRO- JECT I I LOO �Oh•i21(•IEO SINGLE LIMIT q AUTOMOBILE LIABlUTY a n.-udcrai I' ANY AUTO 6COILY INJURY(Per percn) I S SCFEDULEO - S ALL OWNED AUTOS BODILY INJURY(Par ,AUTOS N ON ED P-OPEPTr?ALtAGE S HIRED AUTOS AUTOS _ Icr nraiccl S IUMBRELLALIAS Ll OCCUR EACH OCCURRENCE IS •--EXCESS LIAR CL.1115-MA✓E AGGR_GATE s I DED RETEN T ION$ S WORKERS COMPENSATION X 'PI-ETATU- OTH- AND EMPLOYERS'.LIABIUTY - TC•RY LIJ,IITS ER AVY PROPRIETOR/PARTNER'=XECUTI',,'= INS - E.L.EACH ACCIDENT $500.000 OFFICERtMENMEREXCLUDED? - 1ry1 N/A 6S62UB' 10-01-2013 10-01-2014 (Mandatory in t•IH) IJ 99�2L66$ - E.L.DISEASE-EA Ev1PLO'fE2 $500,000 Itycs,dascrihc undo r $500,000 DFSCRIPTIO?I OF OPERATIONS b.-lowE.L.C•ISEASE•POLICY U:OIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addltlonal Remarks Schedule,If more spares Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF.BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE, THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I - G 1988-2010 ACORD CORPORATION.All righis reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD J R ®Boise Cascade Triple 1-3/4"x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam1F1301 BC CALCO Design Report-US Dry 1 1 span No cantilevers 10112 slope Monday,March 17,2014 Build 2627 File Name: Bayside Niedzwecki Job Name: Niedzwecki Description:BEAM OVER DINING/LIVING ROOM Address: Lot 55/277 Pleasant Hill Circle Specifier. J Madera City, State,Zip:Cotuit,MA Designer: Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: v w BO 12-07-00 B1 Total Horizontal Product Length=12-07-00 Reaction Summary(Down/Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 3,020/0 846/0 B1,3-1/2" 3,020/0 846/0 Live Dead Snow wind Roof Live Trlb. Load Summary Tag Description Load Type Ref. Start End . 100% .90% 116%:. 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 12-07-00 40 10 12-00-00 Disclosure Controls Summary value %Allowable Duration. Case _Location Completeness and accuracy of input must Pos. Moment 11,292 ft-Ibs 53.9% 100% 1 06-03-08 be verified by anyone who would rely on End Shear 3,200 Ibs 33.8% 100% 1 01-01-00 output as evidence of suitability for Total Load Defl. U365(0.398") 65.7% n/a 1 06-03-08 Particular application.Output here based Live Load Defl. U468(0.311") 77% n/a 2 06-03-08 on building code-accepted design Max Defl. 0.398" 39.8% n/a 1 06-03`08 properties and.analysis methods. Span/Depth 15.3 n1a n/a 0 00-00-00 Installationst be n be of in engineered wood products must accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) value support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/4" 3,866 Ibs n/a 28.1% Unspecified (800)232-0788.before installatiioAn.lnMBC B1 Post 3-1/2",x 5-1/4" 3,866 ibs n/a 28.1/o Unspecified CALC®,BC FRAMER®,AJS p ALUOISTS,BC RIM BOARD-,BCIS, BOISE GLULAM-,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAW,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria PLUS®,VERSA-RIM®, Design meets Code minimum(U360)Live load deflection criteria. VERSA-STRAND®,VERSA-STUDO are Design meets arbitrary(1')Maximum total load deflection criteria. trademarks of Boise Cascade wood Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"Were ignored in the results. Fastener Manufacturer: TrussLok(tm) tta GF o$ Aims A 4YffiXTURAL to JRIMY IL Page 1 of t ®Bolas Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamIF1301 BC CALCe Design Report-US Dry 1 span No cantilevers 0/12 slope Monday,March 17,2014 Build 2627 File Name: Bayside Niedzwecki Job Name: Niedzwecki Description:BEAM OVER DINING/LIVING ROOM Address: Lot 55/277 Pleasant Hill Circle Specifier: J Madera City,State,Zip:Cotuit,MA Designer. Customer: Bayside Building Company Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram tt .11A OF d a JAMES D. sTRADER e No.3W81 a minimum=2" c=5-1/2" STF,Pwo b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply V RSA- beams. All Trussl-ok screws may be installed from one side of multiply Versa_-Lam eams. Member has no side loads. Connectors are:FMTSL005 Page 2 of 2 . 1. . . . - . . . .- 1 . ., . - ., .1 �_ . " �,�,� . . . �. . I . .. �Lk I I � . ... I I _. 1 . . . � � . �. - I � . 1 .1 . I � - . .. . - . . . I — _ _ 1. . , I " _ � . ..1 .F,I I .I�,, 11' . . � .. 6 n�-�, C ' Iff, 1 , -` , I . - I �. : . U . I ert cat On . Plan r* , �� , , j, . . � - �, �j. ;�.* ....�". I .. . I.: ... 11 , 1, I I �. fi d I I . .,t � 1, �11 . .. Location: ' Lot 55 '277 ''Pheasant., Hill, Circle . (Co.tult Meodows), Barnstable, MA Subdivision of Barnstable Assessors Map- , 02 Parcel 02'11 BOX4er Nye En ipeer.ng &; Sur'veying Flood Zone C' ® FIRM ,Community:Panel, Number No: 025551 0021 D t, OWNER: .Cotuit Equitable. Housing, LLC.'O Deed Books 21804 Page 41 :- Registered Professional OPEN SPACE: Cotuif Meadows:Homeowner's Association, Inc. .® 'Deed Engineers gnd Land Surveyors Book 23161 Page- 59 $ - 78 Nor th`.Street; 3rd Floor . Barnstable Zoning,Board of Appeals No 2005 082" ® Deed Book 21059 'Hyannis; MA 02601 . Page 158 = : 1 r;; , . Minor Modification No.:,l ,® Deed Book.22249.Page_'282-_, =P.. - O8 -_5 _ _ ne . 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LOT 56 '� Ii Qi+ . r :, N .. - v 1. 1 0; F,, -, 0 2 . . p. I - 2>> LOT' S5 - !T .. ,%,SAp . '0 20f ACRES . , tOcq no Dq w . �0 .. 2 129 4 12/16/13 14.p J .. . 3s 0 6 o Qa, T O.F 59,31 ` S•p,,06 g `�° I. �' S 1 j , a . s2' '^ .4 3 ' F . o) `t 5 3,. co, °` . - R. +. *' 'K ;. M . . t ., LOT` 54 Ny1,4s ' r ` .S /. ' -, . . . , . . . , _ .. . . ,. .. ,. .. . , I - • . . . . . . _ . I CERTIFY THAT TO THEBEST OF, MY` KNOWLEDGE' THE EXISTING STRUCTURE SHOWN HEREON. IS, IN . . COMPLIANCE"WITH FRONT; .SIDE,AND REAR` SETBACK REQUIREMENTS. (20'/l0'./IC)�AS .NOTED IN. TOWN OF ...R. . IABLE ZONING BOARD OF APPEAL No 2005 082' (DB' 21059 Pg 158)`IS LOCATED. IN RELATION TO.. P�\A of Mqs . _ PREIMETER MONUMENTS SHOWN PER EXHIBIT. "A" �(DB 2180:4:Pg`,45) :AND, IS -NOT LOCATED ,WITHIN A: . - I -: s9�. SPECIAL FLOOD HAZARD AREA. �� .SHANE M -ym . . BREf;fdER - THIS PLAN .IS NOT.TO BE RECORDED::NOR IS IT TO BE USED .TO ESTABLISH PROPERTY.LINES No.45917 =. II I. III " �o _. . _. oQ ' �`�Jf��FG/STER�� . 1. , 'REGISTERED PRO1.FESSIONAL-LAND SURVEYOR.N BAXTER 1.NYE ENGINEERING & SURVEYING DATE __ . - T .. . . . - _ - 0:\2005\2005-214\CIV.IL\DESIGN\2005-214PBLOTS.dwg,12/18/2013 1:0018 PM,1:1,MTM f: Tot I 0 pl�fy����d Now wo ' - _ --- =sue, -- — -- -- --- -- — - -- ---- — — ------ _ -: ---- -- — — — -- — — -- — — — — -- ---- - d W • ix R EVIEWED SMOKE DETECTORS - 5 yl�� JE �� - IL TEfAF NT . DA FIRE DEDATE' . :"aMIi7tNGATURE BOTH:SIGN - _ . t --- x Y .. Z 'FRONT ELEVATION � SCALE: I/ 1 _ _ u 4 v M � , ll AL x .. W ij :.(" — — - -- —— — -- — — - W Z: Au Lu JE _ V W " a Q: -_ _ - - . n3i r Q cNy U p LU J ° W W ff HT Lo E E it II I; O .. .. II I l! li SHEET REAR ELEVATION:. �: i -o" SCALE:-17W' LoB: i3i9 _DATE: 11L11l13 1 , V p v, Ei E -- —-------- y Now Z1. R. , o- LIE W _ ''~ V IL_ a 0 `s '.re b 5, 11 tl R LEFT ELEVATION _ • SCALE: 1/4 ='1'-0" A - �' W W • - X ELEVATION ' w. -. .'RIGHT-AE: 1/4I - i -O 4 0' ; m _ 12 " TYP. ROOF - .. -.. .> .. T_�J1z, - � .�,. Q 4 �?.. .. . ..e :...: I e .. ..:� .. \._ " -' 2xI0s @ I6 O.G. - - .. 0 F.G. IN L. °HURRICANE CLIP - A W R30 F.G. INSUL./.: _ . FASTENERS AT ALL -6/8- PLYWOOD SHEATHING?- �' -__; ... 2x8'S 16° .C� RAFTER/-TOP PLATE ... .. ASPHALT`SHINGLES - ' ::":'. :.. ': ..JUNCTIONS TYP. .. - . , .: x3 STRAPP NGwq .. . '1/\2° GYP. ARD i FTRE-IT D WIND WASH BARRIER REQUIRED ..... ... :.... ,.., .^ ._: .. ... - ERIOREDGE.OFEXTERIOR WALLWALL B�4?�-1 �'� �• TOP PLATE .. y - :...:12 - BLOCKING4' O°O G. .. JOI6 2x10'S 0 16°'O.O. FRO GABLE WALL - - Z:�: .. - TYP. EAVES .. - - 't ._ _ �w.—(n` - • ... - -... .. :..IzB FASCIA / Ix4 SECOND MEMBER. .... ,. -.. .. -' -.. - . - -. _ f STRAPPING cv IN BAYS y CONTINUOUS VENTING DRIP EDGE - _ Q 3 . Ix8 FRIEZE BD. IN/-BED MOULDING D qmT .. GYP. BOAR- LLI ..... TYP. EXTERIOR WALL ..: .. .,...: r _ �. .. .. ... Q Q - .. _ .. .. _ FOYER- � � KITC+-BEN. r � • .. .. .. .`2x6 EXT. STUDS O 24" O.C.A. ._ 4. . 6" RIq F.G. INSUL.L .0+. a a x- ... - ..:1/2" PLYWOOD SHEATHING/: — ... .. W-C-.SI•IINGLE5TYVEK WRAP/- .. ... _OI - q O ... .. .. .. 4' ' .. . I_ n � � .... .FINISH FLOOR .... -{ .. .. _ 3/4" 055 SUBFLOOR: tu . ,. .. Q .. 6' RI9.FIHERGLA55 INSU n' .. .. , ood 2xi05 16 O.G. 2xi05® 16. O.C. -2X1o. IRDER 3 r F- Lu PT 2xlo'S P 16, O.C. 2 U N .. .. 7YP. FOUNDATION WALL.. „4,_2". .. 3-2x10..GIRT :.. -- - - `4x4 P.T. POST _ .. _ F: P:T. SILL ANCHORED 28° O.C:; - ;, . ... : ...... . , GkAL V. MET A L POST+ANCHOR w— (V V il CONCRETE l2° °SONOTUBE° PIER TYP. DAMP: HELOWGRADE q T to10"xl6°CONTINUOUS FOOTING ' I/2" LALLY COLUM S _ ..NOTE: :... 8' V 3 In" CONCRETE SLAB :U .. -5/8° ANCHOR BOLTS. - 6 MIL VAPOR BARRIER EM.BEDDED 7" 12'-0° J SPACED 28" O.G. 12" FROM. CORNERS >. _ WASHERS 3"x3"XI/4°: f. s :� - 6 , 51-IEET 16 24' OII . SECTION irAi1 JOB: 1319 SCALE.:�114" = 1'-0" .. � _ _. :.�: „: � DRAWN. BY , KW .. _ .. .. .. ... DATE: IILI!/13 a:. m N , N � o O F BENCH --i-- — _ _. _. .. TW RAISED CEILING SUNROOM --` — DECK �I OAK 3 TW 24410 ---- -�-� � 72 3%4° x 82 7/8" 30 I/8"x6 ° .12 EX w - .. .. .. ._ .. - ..i .. ,.SHOWER 3 --- - � rO 1 BENCH --- -- B,d,T L — O —-- J 00 o o ( I • 2XIO rl ... .. .. ... ABOVE.., .. -:>_ ._ 2g _ �"R1�F. KI "EM _ ° '. .. .. .. .. .-. .. _.— .. 30 /8"xb0,7/8 :.. .. - �. -- :' ----- - "" OAK .. - .., _ ;)I w. �. OAK r I . - ,..- . .. .. I PULL DOWN I. -.. .. STAIRS o TW=2442. . , ,. , GARAGE � ,w m , . .. .. .. .. - o.-..N . 30 1/8"x52 7/8" 4""CONCRETE-SLAB = 2Q. .. 2Q 2Q 2Q 2'Q - .. (3) 9 1/4° LVL ABOVE FLUSH `... �. N P - ._.�... ITCH TOWARD�DOOR _ .. . ., .. ..- .. .. N" �.... .. ..., .n. .. RYA ..: - BROOM PANT Td PANTRY. "" '• . V 04 \i h Q W � "DIRECT VENT FICE ` .. OAK. "- fi - I II N GAS FIREBOX .. .. ..: : .. ... _ .. ... _ 2 _ .. — ... OAK 36"H �� ♦ � �U W - 7x9 O.H: DOOR '. 2-4� U m- W/ TRANSOM 14 _ _O 2 o .. . _ - ZLu •3 -� 6. Lu « - .. .. SEE.DETAIC.SHEET Al „ ".�. ... 4yt. - .. ?.. .. ... a .. .. .. ... .. .. .. ... NARROW WALL BRACING w� .: tu .... :... .. ... .. to # 2'-6° 4_O 6_On 7'-0" T-0"' 6i_On. 4'-0° 14'_0" ... 34'-0n: _ J 48_0" S14f050 50 FT EET O L ul FIRST; FLOOR PLAN .. — SGALE: 114" 1'-01' - 3 . ,. JOB': I319 DRAWN: BY:. KW - QATE: 11/11/13 r III' I i ;II I . I I lil I � --------------------- NEW IIIU�'i ! - . ... ... _ I � I I I I i lii '' iii j III I liiili 111 I : V,, I�.-F 0 N I : . I 3 a ! F m F I I I ( IiI I I , Mill • i II11 I III ' IEl TILE A I t i I I� --- _-- - -- - - - �- n . _ o e, ' II li II II _r I II; Iill L; III s � U>t II I I - _ - - ---- LIN N 2 r O N M/� W .. .. ., .. 2 JZ ST UDY ..TW 2442 AR _ .-. .. G PET 30.1/8"x52 7/8° a . TW 2446 2<TMP : � 111 _ .J. .: .. .. ... .. : , BEDROOr #2 -BE #3 M - DARPET � - _ _ . .. o "U 14' 4P -- - - KNEE WALL: KNEE WALL J N z Q O. i - ------- -_— --_ -- w Z(� - ILi W LU t � 34'-0" z to - 3 • , SHEET 790 SO FT SECOND FLOOR' PLAN: ,. SCALE 1/4 ,_ V-o�� ' �... .. -..' JOB:' - DRAWN BY;. KW : . .. .. ... DATE: II/II/i3 _. .. a , 45'-0" N r , - j 16--0" ------------------- 7 . 2-2x10:GIRDER" 4x4 P.T. POST ,m _ .. GA V. METAL POST ANCHOR .. .. - L -.,... '10° "SONO'TUHE°..PIER TYP. f - „ CRAWL SPACE . .. .. .. .. ... ,: ... �. .: .. ,:.. .. .. I `: i. CONCRETE DUST CAP .. .. ... .. .. - , ... .. .e' -..VAPOR HARRIER: I I :. o 74 , I _ ———— ——— -- —————— xd „ YWW�1 ex 46" CONCRETE WALL o16ax1ocoyTlNuous FOOTING -rYP. BASEMENT a CONCRETE:SLAB BULKHEAD . " --I VAPOR BARRIER .. ' W W m - I , ———— —— d GARAGE.. ,• ( " ,CONCRETE SLAB... . SPLIT GIRT PLTCHTOWARD DOOR ' ,1'.•� - `' I p - I TOINTLOAD - v - ta eM \ �_ \ I I lc L � h I r 3:Zx O G RDER� .30 xBON12".-CONCRETE LPAD -- .'.. `"UMN ` tu ' .. :.A : i r < I I : V , _ " m: .. .. ...,. �.., .. _...f ... I .. DROP WALL 10 _� .. _. .. < . ® DOOR .. • 4111 .. . M1 ' ILLI a " _I6 x10 CONTINUOUS FOOTING TYP. IQ LLI _._—.—. ——— .. .... .. 4--1 y'o- I r • e v Ti t : •t. V e , , _ 2 3 r U tu tu, } Q � " 34' 0" Z Lin to NOTE: —{ M 5/5" ANC 7 _ NOR BOLTS BE 7" _ E28" O SHEET ` PAGED .G: _k 12" FROMCORNERS L » . S 3"x3"x/4 i 0 FOUNDATION PAN • SCALE: 114n a {'_O" ;. .. WASHER JOB:. 131q DRAWN BY; KW DATE= E1 If/13 /j I9N . ...I::I..I. I.:.u0zNz"ljaI oM�w.o I:.I�� I, . _ _ . : EXTEND HDR TO CORNER ,„,, . .. - ... .2x6 DBL 70P PLATE ,. . RAFTER . ... : /./ / 0 r. P CP 16,1. O G: .. .. . - . .. .FULL HGT. STUDS . ... .. - .. ■wA ... .. .. .. .. :...,_ r o .. .w ,,, :: t\\ .: . . _ .. NAIL TOP PLATE .. ,� .- .. .. . : .-.. a 1 .. :: . .. To aTM of HDR:.." APPLY $IMPSON..MSTAIS CONNECTOR % oo + i H2.5 EA. RAFTER w w/ 2 ROwS of l6d NAILS ON THE i,NSIDE FACE .OF HIEADER . :: : ® 3l O.C. .. .• . TO EACN'JAI STUD . a STRUCTURAL PANEL . .. .- 1.-: I-IEADER_ .. ,r :.... - .TOP:PLATE - : NAILED Sd COMMON ""-I „ .. . .. CONTINUOUS HEADER _ _ . . o.o .. q - - . . . - .I I ® 3 O.G. EDGE AND:FIELD - CORNER TO,EORNER -, - - " ,/ .. . .. .. .. .- - .. . .. . . .. - .. .. .. :: I , .. ;,. OVER MULTIPLE.OPENINGS F _ _, . r g �:. .. _ .�.�m>Ip._.�,I-,�r�.��.:,, - .. . ",' DOOR TRIMMER STUDS - w ,�... , . ... ..... ..4 .,_::.... , ....... .,. . ..... ... .. .. ... ... ,, .. .. ". .. ... - -. ... .. - .. .. .. . .. . .. ... .. ... .. _ .. . : . . : CONNEC-"i lON W - RAFT NN..TT.s.T - U O PLATE O .. 2--5/8".ANCHOR BOLTS..., i..l ... -ti. _ . .. w/ 3 x5 .PLATE WASHERS .. .-.. . . .s .:` ,`: . :. .F - N �. .. _ . . EACH.NARROW WALL SECTION: ,......i, :.. .. 1 � � ..a`.x.< ...� F .:: :: .. .. , a II:.: .i _ }'f .. // 1. - ON .: .: .. . . . . .. ::I�. .. _,. . , .. DOUBLE.ROW - .. I -�l - STAGGER'NAILING - , !A . .. . ...., .... .. . .. . .. _ - i_ INTO SOTH':PLATES, d .. . .. .• .. - _ ... ..- ... . .., _ .. .. .. y .. ... .. .. a 'i :. . . .. .. ... .. .-. - . .. _ATE�'2>i6 DBL'TOP P . . , - ... .. " ..._>- - _ . - .... ,. ..,. _ _ -D. _ ..-- .. - _ ., ._ x .. _ , . .. W ..... . :., •• .. .z ...:: .._ ..... ... I :... s _ '... : , .: k .. ,... «. ..- . ... VERTICAL .. ... . 1 I W .. .. .: -.:... .. ..:.' ... - - T .. .. %'t '..' STRUCTURAL.f:ANEL' 0.:: _ NAILED:Sd:COMMON' m .. ... -1:1 ® 5" O.C. EDGE ". N OW W L R 'G.IN A AR E.:DOOR' AN. : ._. . .. . _ . ARR AL B A G T G AG D 2 IN FIELD.:- _ 1 , - M /� • SCALE: N T S: - - - - - . -f W - _ - - - 'W .. .. .. .. ..- , . O .. T . �f r. ... a , - . r I , _ - _ _ . . _ • `VERTICAL - _ y° ,x - { . . Lu ..: :.:�.- :DOUBLE ROW .: ... - 1 y� .". _ .. .. .. , - ^� �STRUCTURAL PANELS _. -- - - STAGGER NAILING— - _t. .. BREAK ON,SECOND FL _ :. ._. ,.. I NTO BOTH:PLATES . . .... .. - . .. RIM JOIST: U . ... - _ ..: ::.. .. 2s6 DBL TOP PLATE .i , , u.. s, .. - .. ... l- .-. .r .: ,... .. ... .. ... : .. .. - ... _ r .. .. - . T - . ... . ., - .. , -. , ... . .. . . .,.„ " .. x ,. _ .. .J ... �, .. .. - T �(� • - '� . .. 1, 3 . . . .: . .. : .. ,. ;. _ : SECONDFLOOR 4 A _ K. .., _ :.. .. ... VERTIC L :..-. - '. . . .. :._ , .VERTICAL ". :'.t" . �ZQ .� STRUCTURAL PANEL - „. • ' :-"STRUCTURAL PANEL -e - - .. ... m .. .. - NAILED 8d COMMON -, - . - - - . .. .. . - NAILED_8d COMMON. _ . „. - _ ..: : "- - I I /� .,. <: it n ., " ., ._ .y... -(// .. .. ®.3..0_C.-EDGE ., .. : ,,.. ,..r•. .® 3 O.C: EDGE. - . . .. — :.. .. AND.12._IN FIELD ...�. .;` :.. .: =_., -,. AND 12":.IN.FIELD, _ '.-' = Q�. . -_ c - — Q- . V U7: .. ... ..:: .. .. . .. ,. ... .. .. .. ! ... .. _ _ - F: U I— 1— .-... ... .. ... _ t n W , 'i" - - 1 ...I I.. ..... ::I�1(Ltt1-3 o(-4. .:: ... ,.. n. - I (-I 1 6-.:I. g - Q . . 3 . - M -N r . SHEAR IJACL COMPLIANCE r( ' ... _'.. :: .DOUBLE ROW .: :: .- '.:_ 1 . ._ . : ... •a ,�-, - w U ... STAGGER NAILING DCUBLE ROW. . . 1 - STAGGER NAILIN t{" a VERTICAL SHEATH NG WITH z : :. :,INTO BOX AND 51LC -:. _= ,,, --: :'T. '" -- " INTO'BOX''AND SILL ' '� _ r 8d NAILS�3":-EDGE/12" FIELD 1 r f P q 16d NAILS PER FT BOTTOM-PLATE W #(. ). / / . „ - - m" . _. it R w } '. .:: . VERTICA WTrp ITH- L . .. . .. . . II (4)16dI NAILS.PER FT BOTTOM PLATE I[[[ - . ti_ �f F. -,'k. �". SHEET . . ,, ' . ` C .... . FULL I4EIGHT SHE.ATNING —SINGLE FLOOR FU.L`L '�48IGI-IT SHEATHING =MULTI4:FLOOR . O SCALE: N.T.S. - ': .. O._ SCALE: N.T.S.r : ,. 1319 _ . _ . .. . .. .. .. . - .... ... ... ... . JOB DRAWN BY: KW - - ...ti .. ... .. ... - .. _.: .. ... . . .. .., - . ... .. .. ... .. .. DATE: � Ei/O1/13. . — .. 14 . I. .. .. . . GENERAL NOTES., 1. LOCUS PROPERTY IS SHOWN AS: t� `�/ _ ASSESSOR'S MAP 002 PARCEL 02 f� 2. SETBACKS: FRONT 20' i rrr fr'�Nv• .f9 d ��i SIDE/REAR = 10 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION CONSTRUCTION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL ' I ' �/ CONCERN). 00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED ;�'z �/ /`" i HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES MAP OCTOOBERN ,�2008N A C"C FIED VERNAL POOL R NHESP ERTIFIED VERNAL POOLS.* r SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2008 "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES I UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, ,0 REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE PROTECTION AREA CONSTRUCTION NOTES: 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE N SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM - RIM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 53.0 DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 3. SEWER BUILDING CONNECTIONS: - MIN. COVER SHALL BE 3 FT. ' i ! - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER NOTE:/ PROVIDE F60 POSITIVE ; / ; , UTILITIES AS REQUIRED BY BARNSTABLE DPW. OvEkLAND DRAINAGE RELEASe / ; - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1% AT,ELEVATION �F 53.4 WITH;, ITH CPP PIPE/T PREVENT Fk'OODI B EMENT. / ETAINING WA IONV X 58.30 VEGETATED 12" I Cotuit Meadows Subdivision ; EN 0 CotultaBarnstable, Massachusetts C.F. STORAGE) / C 56 ;' TOP-55.0 �' TO.. PREPARED FOR / ";� / , BOTTOM-54.0 / COTUIT EQUITABLE HOUSING, LLC rr ICY 58.75r V � 53.45 __... o 57.0 , / R 01 BOX 93 84 X 55.0 s __ ' - r� , Centerville, MA 02622 S 47 93 / 4.7 /3 Sg , 54.0 Cry Site Plan S ! 564`1'3' �r Lot SS • 277 Pheasant Hill Circle / 40 4 W.25 .9? ; BAXTER NYE ENGINEERING & SURVEYING c 56.0/ CLEAN?1 x S H ° r! l ,h /� / r : x OUT 55.5 -� z / 40 55.010 wq S INV.-49.02 V ' I �h Registered Professional RB'� R d5O Engineers and Land Surveyors A7 i ya' I °f 'x ' 78 North Street, 3rd Floor,Hyannis,MA 02601 \` ze ;RD 5$.15 I Phone- (508) 771-7502 Fax-(508)771-7622 r� 4 14.055.25I i 5 25Luz 53.0 0 - 6 . 8 Q 20 0 20 40 mmmw S3. ` 55 2 RD/l am s6.25 ,5s.o SCALE 1N FEET 8.25 Nv 11 '�� -�''�'`r 60.5 \\ SCALE: 1" = 20' DATE: 11-22-13 -47.33 r; 55.2'� r r x SN OF r' A 55.75 ,' T 55 ���T`• 4 cy REV. DATE: REMARKS c DEEP RAIN VEGETATED 2 / � 8�8 �`_ .F. �\ g° Mp �� GARDEN (180 PRO E (1) 8' A. x 6' 0.20f ACR�� `' ,\ \ W. N Lot 5 AGE DEEP ING' BASIN W/ 1 S TO -54.0 STONE SURROU ID1N�(OR �r 'OS« `cr `� 0 8 9 / BOTTOM-5 0 ALTERNATE EQUIVALENT LOT S4 E c��\ F S7 +��' DRAWING NUMBER 7OLUME OF 289 CF) FS v ALL ROOF � � �OtVA �� OWNS TO LEACHING _�_ `� 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw BASIN LOT '54- 7� �_ •, �� 2005- 214 N 6 b