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0049 DOVETAIL LANE
i � � � �� N (0 N ° L *OKTECTORS REVIEWED � - - Q 0 3�Q))3- _ _ O BUILLINGDEPT. 3- DATE - u 6.. -IRE DEPARTMENT .D00 ATE - - - - BO7N SIGNATURES ARE REQUIF,ED FOR PERMITTING . .. Ell _ z __- . . - V LL - i 0 W ° ®0, ®®� a o j ®�Q© LLI ©MMMLo w FRONT ELEVATION } `� z - - _ SCALE:.I/4° O .. --- -— — -- -- C1 p p -1 u m l— � `� I I' � �J 1 . ( 7 sneer 12 Q- .. I V J� REAR ELEVATION .JOB. 1024 SCALE. 1/4" P-O' - - DRAWN BY. KW - � DATE 9/Ir/10 N -_- - Uhl ---- _--_ La Lo ------------ n In ri } U LL w in Im w LEFT ELEVATION SCALE: 1/4" P-O" _ 1 co a, - 1 - ... ---- -- .. 7= ti 0 w' wx� w o RIGHT ELEVATION A SCALE. 1/4" a 1'-O° - - - _ JDB� F4 _ .. •.. DRAWN BY, KW DATE. 9/17/10 40'-O' ' _ N Lo Lo Li 6 - .. 'DECK _ J r r 12'-0'X 12'-0' - Li - � U - Q • y - m 30 1/8'x 66 7B° • .. - - 12'-4'X 18'-0' I :IN IY-4'X 12'-0' - ITCNEN 00' - cr r- � 00 YMd CEILING J01375 . O TW 2446 1 / ' N ,,' m 30 IB' 66 7B'K CI W m GARAGE Tw 2=62 0 N _... ^ I o o _ 4'XW-0 PINING FOYER VINYL - '-I I/2' 4'-10 1/2' � 13'-O° 14'-0° 2k 7'x9'O.N.DOOR .e Baru N _ N VINYL Q 6'-7e 3'-6. 2'-6r E'4EET FIRST FLOOR PLAN .-.-ALE: 1/4 li_OAB • _GB: IC1d - - DRAWN B7: KW - DATE• 9/17/10 12-8 Li N n J n Ld LO LL TW 2446 12-2° 2 4° II'-6' TW 24dG ® . . - a va•x sb 72 EB D #2 m _I E I<3 vs'x 2 ¢ . - ggg II n _ gig �q n _ Lb Lo Ld n , va x na T BATE-1 2fi n ...Ir.-o'x Ir 'oi Ili lil III�I Ill II!i!IIIII_ MASTER BEDROOM I/2e •4¢ 17'-8 I/2° - LLI tu�3t- Q I e IF -4° 6'-7° 3'-6° I 6'-0° ,. SHEET SECOND FLOOR PLAN . SCALE: I/4° I'-V' JOSS 1024 . f DRAWN BY: KW DATE: 0 110 _ - N 401-0^ 3 o m cli 3_00 51_4. 2_0° 0 LQ R Q EnI N» 2-4 P GIRDER . - 4 CA P.T.POST GALV.METAL POST ANGWOR W,•, 1 10'•BONO TUBE°PIER W/ ° 26•'BIG FOOT°FOOfIN4 TYF &LCAI _ eumEan - I n I j Off, Lj m I :i ——— _ Lid I, R I C q 16'oc. I I O i I L— .J I I B•x 46•COHCREfE I 00 00� I 16•x10•OONnN05 Fo=NG TYP- 3-2AO GIRDER.. •. � II �' m9 I 3 DIA.STEEL UMN I f Lo 6S112'CONCRETS IRAD La • O - I I 1.I II I I I I I I I I I I l 1 GARAGE 0FULL 4'O%CRETE SLAB •. "PITON TOWARD DOOR I 11_ii�_l_LJ 1 i i i _ M .4^. _ I m ICJ__LJ_ f NOTE, -m 5/8°ANCHOR'BOLTS I EMBEDDED - ' f 1 0 SPACED 32°O.C.12" FROM COMERS WASHERS WASHERS 3"x 'xt4 121-4° L J- 121_4e I I I I - - - ORCP WALL 10• I B'x r-9'CONC.r,ALL f I a DO�x I 16SN0'COPITINUOU9 FOOTING 7YP I I --- --------J 77 W.1 I 3 i __ _ N In,tu Q,1Q Al :3 a IJ WEET FOUNDATION PLAN SCALES 1/4n - JOB, 1024 DRAWN BY, ION DATE 9/17/10 ' cn F d U) ®1� W N .! RIDGE "I'll WA9W HARRI OD ER REWIRED n '- 2,12 RIDGE e0A - - AT ETCTERKRR EDGE OF EXTERIOR - - T PLATE '- ASPWALT SWMG - H'SW CPX SWEATWtN - - 9IrmEDN Wz.S - - W - FAST@IER9 AT ALL RAFTER/TOP FLATS - .. ... .. Sv OL, .. �04 JUNOTICN6 TYP. AT 1� BLOCKING W-O.O.C. U ' .CONI'.VENTING DRIP R3BF.G.INSULATI O'C IN FIRST TWO JOIST AND RAFTER - Iz8 r.VENTING SCIA - HAYS FROM ABLE WA11.' - - O ALUMIUM C�ERS AND DOWN SPOUTS 1 ER o If,-D.C. I W d' FRIEZE BOARD.AND r%UWING. O . - US STRAPPING In•GYP.BOARD - - 20 EXr.STUDS 0 24.O.c ` HALL HALL i2 , C.-R21 F.G.INSULT .. _ lY In•PLYWOOD SNEATNINW m 8r-3 1/2• 3'-10 1/2° i3'-10° lJ n TYVEK WRAP/W.C.,SPINGLES - n 9/4•osB StMFLOOF O • ' P�l In O.C. bOe O 16.O.C.2x W f\ fYl W • - - `` (—+—EMR GYP ED BETWEEN FIRE RATED ',,, • . `I `. (OPEOT.I ) GARAGE 4 LIVING SPACE LIVING PM GARAGE m FMISN CL STAIRS 3'-4 1/4• - m m f - P.T.2X6 slL ♦SILL - S-242 CARRIERS f—Sf4-ass Ado INSUL 2KtO'n O 10 O.G. i5v.C w O.C..111tsumsu 4•CCNC.SLAB 8-2.12 GIRT .9-L- STAIRS ISR - - - 81 STEEL COLUM 9-2x72 CARRIERS - • ? Vx 7r-9•CZNC WALLS DAMP PRWF BELOA GRADE bin•C04' SLAB VAPOR BARRIER _ z 26-O , J r CROSS SECTION LU w N - - - SWEET 2 - DRAWN BY° KW - - - DATEr 9/17/l0 Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis, MA 02601 9 MASS. 63 i � , (508) 862-4038 Certificate of Occupancy Application Number: 201302666 CO Number: 20130096 Parcel ID: 002002119 CO Issue Date: 09/06113 Location: 49 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES 'Comments: /6 13 77 V� i3 ' ing WDepartment Signature Date Signed TOWN OF BARNSTABLE B ' l d; n �41E 201302666 BARNSTABLE, Issue Date: 05/13/13 Permit MASS 1639• a Applicant: BAYSIDE BUILDING,INC Permit Number: B Z0131054 ArFC � Proposed Use: DEVELOPABLE LAND Propo POTENTIALLY DEVE O Expiration Date: 11/10/13 Location 49 DOVETAIL LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002119 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 135,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH COLONIAL WITH AN ATT CHfikS CARD MUST BE KEPT POSTED UNTO FINAL 1 CAR GARAGE-AFFORDABLE INSPECTION HAS BEEN MADE. WHERE^h, 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: 7L Building.Permit Issued By: THIS PERMTTICONVEYS NO RIGHT",TO;OCCUPY-ANY STREET;ALLEY OR SIDEWALK OR ANY'PART TFIEREOF ETT HBR TkpORARII,Y Pt4AANEWTLY ENCROACHMENTS ON P'UB LICPROPERTY NC SPECIFICALLY PERMITTED UNDER THE BUILDING CODE MUST BE APPROVED BY THE JURISDICTION. $TAFFY OR'ALLEY GRADES A ,WELL AS DEPTH AND LOCATION OF PUBLIC;,SEWERS MAYBE.s- OBTAINED.FROM THE DEPARTMENT OF PUBLIC'WORKS-TFiE ISSUANCE"OF THIS PERMrf.D6ES NOT:RELEASE THE"APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUEMij SIGN RESTRICTIONS:.: MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 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). -MEIN= BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 QI ` J 1 G tc jjrpjAg17(2 z/l 3 pjvtr-k 2 4 7/iY I3 2 sky 3 1 Heating Inspection Approvals Engineering Dept ►9 )13 Fir 'Dept 2 Board of Health -, Duct Leakage Test Form Customer information: Test Conditions: Name: Bayside Building Date: 8/2/2013 Address: 1645 Falmouth Road Bayberry Square Time: City: Centerville Indoor Temperature(F): State/Zip: MA 02632 Outdoor Temperature(F): Phone: (508)775-1040 Floor Area(fta): 1398 Email: System Airflow(cfm): 1200 Cooling Size(tons): n/a Heating Size(btu): 60,000 Building Address:(if different from above] Primary Location of Street: 49 Dovetail Lane, Lot 119 Supply Ductwork: Basement City/State: Cotuit Ma 02635 Primary Location of Return Ductwork: Basement Comments: System located in the basement on one zone, second floor supplied and returned by risers in interior and exterior walls. Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6. All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx System tested after rough install with Minneapolis duct blaster. Total Leakage Test Depress Press Outside Leaka a Test Depress Press Test Pressure: (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): (Pa) Duct Press. Flow Ring Fan Press Duct Press. Flow Ring Fan Press Flow cfm (Pa) Installed (Pa) Flow(cfm) (Pa) Installed (Pa) (cfm) 25 3 73 I Fan Model/SN: Results: Outside Leakage(cfm): Fan Model/5N: Outside Leakage as% System Airflow: Results: Outside Leakage as% Total Leakage(cfm): 73 Floor Area: Total Leakage as System Airflow: Eric Whiteley Toal Leakage as% eric@wvwhiteley.com Floor Area: 5.2 28 Village Landing P.O.Box 1266 a W.Chatham,MA 02669 Plumbing' Heating T508-945-1100 I Air Conditioning F 508-945-5549 Since 1952 www.wvwhiteley.com r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel U��1 Application # Health Division Date Issued Conservation Division_ V lr� Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board his Sksh3 41V_ Historic - OKH _ Preservation / Hyannis Project Street Address °1 �-�t� Village Owner Cyiak� tau, -• k Oou51n l Aylav l7aceU Address c3x Telephone Permit Request =0 o✓l i a arm Square feet: 1st floor: existing 0 proposed i U o 2nd floor: existing 0 proposed Total new L� Zoning District Z�' Flood Plain C Groundwater Overlay P Project Valuation Construction Typeh)o a Lot Size acr-oj Grandfathered: ❑Yes P.No If yes, attach supporting documentation. Dwelling Type: Single Family U Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes 2kNo Basement Type: Wull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 771 Number►of Baths: Full: existing— new Half: existing new Number of Bedrooms: existing 1�new Total Room Count (not including baths): existing new 62 First Floor Room Count 3 Heat Type and Fuel: O_Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 4No Fireplaces: Existing JNew Existing wood/coal stove: ❑Yes XILNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exist g ❑ ne\A size Attached garage: ❑ existing &new size Shed: ❑ existing ❑ new size _ Other: Aa r Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes §LNo If yes, site plan review# 44 J Current Use V�c6kVI+ L Proposed Use _IY\g4.2 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name { "-b �Lk Telephone Number Address �,C) �X 913 License# (D y 5�u 5— tI�.Q . ► J lfi� D c�Z_ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO_ �.� 2 , SIGNATURE DATE 2- S� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED c MAw--I PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION N 3 So.�ws afC �o/ZF��3 FRAME $tgtft ('kk RV INSULATION '��ZHS 13 = FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Department of Industrial Accidents " Office of Investigations 3 _ s „• 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Itlforination Please Print Leal� Name (.Business/organization/Individual): /bIAIC— e Address: Q. A 0/ City/State/Zip:69�'rbZ WULF 10A 0 0__�?, Phone#; 2 71 Q Are you an employer?Check the appropriate bow.:- 'Type of project(required): 1.❑ I am a employer with 4. ff I am a general contractor and I 6. L p ew constnlction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet 1 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for mein 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 min a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. NO workers' comp. C. 152, §1(4),and we have no 12.0 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. TContractois that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am arz employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site Information. ; Insurance Company Name: • eo . Policy#or Self-ins.Lic.#:_0PT3YQ 6 ZZ- - _ _ Expiration Date: //,q Job Site Address: City/State/Zip: Cda t 1-, YOei Attach a copy of the workers' compensation policy declaration page(shoeing 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.criminalpenalties 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 the violator. Be advised that a copy of this statement maybe forwarded to.the Office of Investigations.of the DIA for insurance coverage verification. I der hereby certify under the pains and penalties of per;jury tltat the irtforrrtatiort provided above is true&nd correct_ 5i afore: Date: Phone#• - T7 I— (C qL) Official use anly. Do not write in this area,to be completed by city or tawn official. City or To,,Am: Perm t/License# Issuing Authority(circle axle): 1.]hoard of:health 2.Building Department 3. City/Toym Clerk 4.Electrical Inspector 5.Plumbing Imp ector 6.Other Contact Person: Phone#: i tiof�HEr � Town of Barnstable y� Regulatory Services t $MSS. Thomas F.Geller,Director �AlFD h9, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstablb.,ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder , ds Owner of the subject property herby authorize to act on my behalf, in all matters relative to.work'authorized bythis building permit application for: , y (Address of Job) Kina e f Owner ate �R/AILJ % Print Name Q YOAAS:OwNTERPERMISSION f Massachusetts-Department of Public Safety. + Board of Building Regulations and Standards - Cgnstruction Supervisor f License:CS-005645 ���.aTs 1 - IV 1 BRIAN T DACAV PO BOX 95 u CENTERVIILE MA0263Z a ` Commissioner 04/19/201.4' t. �t l., r AWC Guide to Wood Construction in High WindAreas: 110 nTh Wind Zone Massachusetts Checklist for Compliance (M CMR 5301.2.1,l) THE EAGLE MODEL COTUIT MEADOWS COTUIT, MA Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust)............. ......::.......................:...::.......::.......................................................110 mph Wind Exposure Category... .......................................:............................:...............................:. ...B 1.2 APPLICABILITY Number of Stories a roof which.exceeds 8 in 12 slope shall be considered a story) 2 stories :5 2 stories Roof Pitch ...........................................................................(Fig 2).....................................................85 12:12 Mean Roof Height...........................................................:..........(Fig 2)..... ........................................22 ft s 33' Building Width,W............... (Fig 3).................. ........ .............. 26 ft s 80' Building Length, L..................................................... .........(Fig 3).....................................................28 ft 5 80 �. Building Aspect Ratio(LIW)................................................(Fig 4)....:....................................... 1.25 5 3:1 Nominal Height of Tallest Openingz...........................................(Fig 4).................. ............................6'4'"5 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections.......... .........(Table 2).............. .............. .............................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete........................:..:....................... ........:..................... .. ..... .:::............... ........: Concrete Mason ......... N/A 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........... ..............................(Table 4).............. .......:. ..................... 32 in. Bolt Spacing from end/joint of plate ...... ::.... :.........(Fig 5)..... ..............................12 in. s 6"-121, Bolt Embedment-concrete...... ......... ...................(Fig 5).... ....::..................................7 : in. z 7 Bolt Embedment-masonry...... ..............................(Fig 5)................. .................... in. z 15" N/A Plate Washer._................................ ...z 3"x 3"x'Y4' ............................:..(Fig 5)....._....._..... ...................... �. 3.1 FLOORS Floor framing member spans checked......... ...................(per 780 CMR Chapter 55)........... .................. Maximum Floor Opening Dimension................................::..(Fig 6)........................................... ft s 12' N/A Full Height Wall Studs.at Floor Openings less than.2'from Exterior Wall(Fig 6).........:.............................. N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7).,.............::...................................._ft s d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)........................................................_ft s d N/A Floor Bracing at Endwalls....................................................(Fig 9).......::........................................................... Floor Sheathing Type. .......... .....................................:...(per 780 CMR.Chapter 55)................................... Floor Sheathing Thickness.:......................:.............:.,........(per 780 CMR Chapter P 55)..........:...............3/4 in. .0 Floor Sheathing Fastening............................ ......::.........(Table 2): .:,8 d nails at 6 in edge/.1.2 in field 4.1 WALLS Wall Height. Loadbearing walls ....................................................(Fig 10 and Table 5)....................:....8'-0":ft 5 10' Non-Loadbearing walls............. (Fig 10 and Table 5 .......8'-0"ft 5 20' - Wall Stud Spacing ......... ......... ...............................:(Fig 10 and Table 5)......................16 in. <_24"o.c. Wall Stor y Offsets .........................................................(Figs 7&8).,..........................................—ft 5 d N/A I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind. Zone Massachusetts Checklist for Compliance (780 cNIR 530.2.1J)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls...................................::....................(Table 5).........................................2x6-8 ft 0 in. Non-Loadbearing walls.................................................(Table 5).........................................2x6-8 ft 0 in Gable End Wall Bracing' Full Height Endwall Studs...................... .......::.........(Fig 10).. .................................. ... :............... [� WSP Attic Floor Length................................................(Fig 1:1)................................................:: - ft zW/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................... 5 ft z 0.9W [� 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 Double Top Plate Splice Length .........................................................(Fig 13 and Table 6)........................................8 ft Splice Connection(no. of 16d common nails)..............(Table 6).............................................................6 Loadbearing Wall Connections Lateral(no. of 16d common nails)..:.............................(Tables 7).....................................................:......2 Non-Loadbearing Wall Connections Lateral(no: of 16d common nails)..:...... (Table 8) ...............................:......3 . .. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......... ( ) ..................................... ......... Table 9 ......................................:.Oft 0 in. <_11' Sill Plate Spans .........................................................(Table 9)............................................Oft 0 in. 5 11' Full Height Studs (no. of studs)....................................(Table 9)............................................................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.......................................:......................(Table 9)...........................................2 ft 0 in. <_ 12' Sill Plate Spans.... ......................................................(Table 9).................................._ft_in. <_12" N/A Full Height Studs(no. of studs)....................................(Table 9)................................................................ NIA Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 .....................:...................................................s 6'8" N/A Sheathing Type.................:............................(note.4)............... ......... ..........................WSP . Edge Nail Spacing.................. . ....................(Table 10 or note 4 if less)..............................3 in Field Nail Spacing................... .:.................(Table 10) .................................. ....:...12 in. Shear Connection(no. of 16d common nails)(Table 10).............................. Percent Full-Height Sheathing....:..................(Table 10)..............................................:........52% 5%Additional Sheathing for Wall with Opening>6'8....................................... N/A Maximum Building Dimension, L Nominal Height of Tallest Opening2........................:..............................................6'-8"<_6,8., Sheathing Type..............................................(note 4)............................................:.............WSP Edge Nail Spacing.................. ....:..............(Table 11 or note 4 if less)........... ........3 in. Field Nail Spacing:............,................. ......:..(Table 11)........... ..........,..........................12 in. Shear Connection(no. of 16d common.nails)(Table 11)........... ....... ..................... ........4 Percent Full-Height Sheathing .................(Table 11) ........ ...................... ..............36% 5%Additional Sheathing for Wall with Opening>6'8..................................................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................... AWC Guide to Wood Construction in High Wind Areas: HO mph, Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19)...............2/3 ft s smaller of 2'or U3 [� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................. Table 12 ................................ P ( ) ...............U=236 plf Lateral..............................................(Table 12)...............................................L=176 plf Shear...............................................(Table 12).................................................S=77 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T plf N/A Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 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) ............ Roof Sheathing Thickness.......................:....................................................................5/8 in. z 7/16"WSP Roof Sheathing Fastening.............................,,..::.........(Table 2)............................................................8d tTHE EAGLE MODEL COTUIT MEADOWS COTUIT, MA MEETS THIS CHECKLIST_IN_IT'S_ENTIRE TYj (THEREFORE THE FOLLOWING NOTE 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 1.1 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. .Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft::shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#27grade. 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 L AWC Guide to Wood Construction in High Wind Areas: 110 nVh Wind Zone Massachusetts Checklist for Compliance (M cMR 5301.2.1.1)1 -WHEN THIS EDM RESTS ON FRAt M LSE W NAILS AT 6b c. /1 11 14 !I IL 1 11 II 11 tl u n 1Y 1-I I t n u 1 I.CC 11 1i � 1 11 Y 11 Ir, 1 ' W _. so n 11 9 Q 1 11 ! 11 Ui 1 IL u I Ir 14 t II II tl 1 II���y���a,,CC��-..-yf.CC� --IJ1.rrr�- NAILSPACING !:t PAri_E_t_ d. See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 a Moo I r. r 14 u a tla � � PTiAMING MEMBERS � ' � . i r EDGE NTER6AED1ATf14 e f T MIN. STAGGERED 9'MMd AlAlL PATTF N PANEL PANEa_EDGE n DOUBLE NAIL EDGE SPAGNG DETAL Detail Vertical and Horizontal.Nailing for Panel Attachment REScheck Software Version 4.4.1 Compliance Certificate Project Title: THE EAGLE MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 94% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING, INC. COTU IT,MA • • trade-off Compliance:3.2%Better Than Code Maximum UA:498 Your UA:482 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value or Door Perimeter U-Factor TOTAL CEILING:Flat Ceiling or Scissor Truss 728 38.0 0.0 22 TOTAL WALLS:Wood Frame,24"o.c. 1324 21.0 0.0 2 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 1200 0.340 408 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.340 14 TOTAL FLOOR:All-Wood Joist/Truss:Over Unconditioned Space 728 30.0 0.0 24 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 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature. Date Project Title: THE EAGLE MODEL Report date: 02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No YP i Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Floors: ❑ TOTAL.FLOOR:.All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing: ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Lj Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Air Sealing and Insulation: Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Project Title:THE EAGLE MODEL Report date:02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 2 of 4 i (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Lj All joints and seams of air ducts;air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or _UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: 0)Postconstruction leakage to outdoors test:Less than or equal to 116.5 cfm(8 cfm per 100 ft2 of conditioned floorarea). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 174.7 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 87.4 cfm(6 cfm per 100 ft2 of conditioned floor area) when.tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 58.2 cfm(4 cfm per 100 ft2 of conditioned floor.area). Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ci For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: rl Circulating service hot water pipes are insulated to R-2: ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: I] Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Project Title: THE EAGLE MODEL Report date:02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 3 of 4 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions' Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15: (d)50 lumens per watt for lamp Wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:THE EAGLE MODEL Report date: 02/07/13 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE EAGLE.rck Page 4 of 4 I 2009 IECC Energy -Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.34 0.34 Door 0.28 0.34 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: i L_ l 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 06/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 _ 09/29/12 08/20/04 08/20/13 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/13 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/13 Chaves, Robert 508-362-9929 08/13/04 08/13/12- 12/l7/04 .12/17/13 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 05/06/13 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/13 Davids Building&Remodel 508-428-3214 j . 01/01/07 01/01/13 06/14/04 '06/14/13 . Hill Construction 508-888-8154 { NOW _ 04/29/12 08/14/04 08/14/13 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A . Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/13 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/13 508-888-3 Wood Floor Specialists 958 02/03/08 02/03/13 02/03/08 06/03/13 i 1 Commonwealth Of Massachusetts 00Kma,I I o!G &19h3 Sheet Metal Permit Date: jo�(o 'PRESS FERMI P� k ernut r Estimated Job Cost: $ AUG 2 2013 Permit Fee: $ Plans Submitted: YES NO V, Plans Reviewed: YES NO Business License.+ U/( TAN ®F �A�N >! r1� icense a M Business Information: Property Owner/Job Location Information: Name: — Q. Vernon Oh i e I� : Name: AW n Street: C� l Q Utm)'N Street: 49 yy k� &In e City/Town: W• Ci'1C��'�'lQ�ti1 City/Town: OcAuu MA. Telephone: 509— 9q5 — l '00 Telephone: Photo I.D.required/Copy of Photo T.D. attached: YES . NO S aff Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family d Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. / over 10,000 sq. ft. Number of Stories: �Jl Sheet metal-work to be completed: New Work: � Renovation: a HVAC Metal Watershed Roofmg Kitchen E-xhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 9, . R \ INSURANCE COVERAGE: 1 have a current liability insurance policy or its equivalentwhich 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 N 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. Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this box0,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 Progress Inspections Date Comments Final Inspection - - Date -Comments- Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# O J�i7 7 ❑Journeyperson-Restricted License Number'. '] Fee ❑ -Check atrtr.mass,rouIdol Inspector Signature of Permit Approval Y rosy Town of B,l.X mstable � o Regulatory Service's LL/.iUrF,T M��- n ��i1D1T1�S1{ (rCilCiyLue�tar i6�-p. `gym .BizZdY.iia�irrzsion Tom ferry,-BUildin;Commissioner 200 Main SL,-cct,ITV D L,.s,-AVI 02601 rt��v_Ln n.b zrms-tab le.r._a,us Offzce: 508-862-4038 Fax: 508 79D-6230 Prope-fty C'`,rtcr r fust COmplelte anc-I Szga - JMrS Section J_f UsiaLD- A Bur_ld er o�fl t �, a, Q-mDp-, of the subiec�pre eiry �er�.bya�.��orrze '2�r� ► ��L . �11 Im tea3 ruL�.ti.,c to V-Dr Lut on�4 by L c �_ir_�5 pe..n. ri applic do for. 5% rya ui n� per Dzte pi!� t t 2JI.z1a if is appI h ' for e. r?_rtplease complete the Hozoeovmt s License E--mption Fo.-,= on .t-liP mver.se side. Q:FC)F�5:oVrNL•A,P1iT�hf ZSS)D1d . I — F{y —I :_'::COMMONWEALTH OF MASSACHUSETf:S e a a -a��- a :a ' •a'a :SHEET METALWORKERS AS A_BU,SINESS ISSUES THE ABOVE LICENSE TO. ER'IC T WHITELEY W .VERNON WHITELEY PLBG AND VILL`AGE LANDING �4 P0, BOX .:1266 W:.,;CHATH.AM MA 0266.9-000 L 1`6.0 12/22/14 2926.29 a , --=— -------------------------=—; COMMONWEALTH OF MASSA'CHUSETTS:.°.. SHEET METALWORKERS AS A MASTER ISSUES THE ABo RESTRICTED VE LICENSE ERIC T WHITELEY m .PO BOX 248 .WEST CHATHAM MA 02669-0.248 2967 02/28/14 119423 Fold,Then Detach Along All Pe donations J ISEdT,Tsm i i f'J I ��t'niBEn(��77hQ�x�"JyG�� .Q72SJf �M1 T7 c fin' W CHATiH'M,MAC tip" s-k F• k v a t A2669 .I� s x y V:;. �'-.�. ` 1 r:I--C-��t,Y�t: r.•�_i i E .Cl i' �.:1r ' The Commonwealth of Massachusetts Department of Industrial Accidents - Office of Investigations A.-s 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please-Print Legibly. Name (Business/Organization/Individual): gin/ . Ve o n + HfAA ,n Address: �S� T.o....". City/State/Zip: Wes- C,H A a 1 m Phone#: L o$) 9 9 ` /l ° ° Are you an employer? Check the appropriate box: Type of project(required): 1j�j I am'a employer with q— . 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. 0 Demolition working for me in an it employees and have workers' y capacity.p y- � 9. � Building addition [No workers' comp. insurance comp-insurance.= required.] req ] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LQ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs , insurance required-]' c. 152, §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. 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 state whether or not those entities have employees_ 1f 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: [JJ f-t J,,t s 7 ns A n Policy#or Self-ins.Lic.#: W CC c-—Z t 1 - a o o 3 O ) ;L Expiration Date: /o i o/3 Job Site Address: y a o Us City/State/Zip: bM a 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'eivil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viola/tor. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insuranooGverage verification. I do hereby certify under p a e o perjury that the information provided above is true and correct Sip-nature Phone#: ` g 9 - i 1 0 o Official rise only. Do not write in this area,to be ^ »epleted by city or town official Citv or Town: ermit/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#: Client#:48736 VERNWHI ' ACORD., CERTIFICATE OF LIABILITY INSURANCE DATE(Mh1fDDlYYYY)1o/ov2o12 THIS CERTIFICATE IS IS SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO R U PON TH ECERTIFICATE 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: Karen A.Walther, CISR Rogers & Gray Ins. ,JC o,Ext:508-760-4630 'C'No; 877 816/2156 434 Route 134 E-MAIL South Dennis, MA 02660-1601 ADOREss: kwalther@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC 4 508 398-7980 INSURER A:Arbella Mutual Insurance Compan 17000 INSURED Wausau Underwriters Ins.Com an W. Vernon Whiteley Plumbing &Heating INSURER B: p INSURER c:Arbella Protection Co 117000 Company, Inc. &Chatham Sheetmetal, Inc INSURER D P. O. BOX 1266 West Chatham, MA 02669-1266 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 CONTRACTOR 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 AODLISUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IINSR I.WVD! POLICY NUMBER (MM/DD/YYYY) (MM/DDlYYYY LIMITS A GENERAL LIABILITY i 18500052832 10/01/2012I10/01/2013:EACH OCCURRENCE IS1,000,000 XICOMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED i PREMISES(Ea occurrence) 15300,000 CLAIMS-MADE a OCCUR I j - I MED EXP(Any one person) 'I s 15,000 PERSONAL&ADV INJURY S1,000,000 G_NERALAGGREGATE - I s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X RODUCTS-COMP/OP A.GG S 2,000,000 POLICY - j= n LOC AUTOMOBILE LIABILITY I 1020006346 10/01/2012 10101/2013 COMBINED SINGLE LIMIT(Ea accident) I s1,000,000 ANY AUTO I I I BODILY INJURY(Per person) I S ALL OWNED X .SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS HIRED AUTOS X NON-OWNED I - I PROPERTY DAMAGE I AUTOS Per accident) I" A XI UMBRELLA LIAB j OCCUR I � '4600052833 10/01/2012110/01/2013 EACH OCCURRENCE j s4 000,000 EXCESS LIAB l i CLAIMS-MADE j AGGREGATE I s4,000,000 i DED I XI RETENTION SO I S WC OTH- WORKERS COMPENSATION I T B I ( WCCZ11260053011 10101/2012 10/01/2013 X ITORY STAwuTU- =R AND EMPLOYERS'LIA6ILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT I s500,000 OFFICER/MEMBER EXCLUDED? L N N/A (Mandatory in NH) I E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT (s500,000 I DESCRIPTION OF OPERATIONS/.LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing, Heating, HVAC service & installation. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH TempParcelEdit Page 1 of 1 41,11 IM ASS JA 'gy 5�,yyy � � Yi✓Ds£�, i/���� ��b�� ��t����51/ �� i�' F.p, � �9f`5.�u'/i '�$`� � iil ...� Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 119 =' Street Number: ('49 Unit: Dev.Lot 'SLOT 119 Road Name: DOVETAIL LANE T/R: r Sec. Road: Villlage: 07 Cotult Part of M/P: MAP 002 PCL 002 i ,.. .._.._._ _ ..............................._.-...... __ W_...........__ Plan Ref: PLBK 617/69-75 (APP 7-62) Date Added: Updated: U a DelAete Add Ano�t e htt„ //;ccnl7/Tntranat/Prnr�rlata/TP.mnParnalF.rlit acnx?TT)=A"Id 1/16/2008 Foundation Certification yin Barnstable, Mir Prepared For : Lot 119 N #49 Dovetail Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering. & Surveying Flood Zone C 0 FIRM Community Panel .Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC 0 Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed Engineers and Land Surveyors Book 23161 Page 59 .78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 2.1059 Page 158 Hyannis, MA 02601 Minor Modification No. 1 0 Deed Book 22249 Page 282 Phone - (508) 771-7502 Fax (508)-771-7622 Job Number 2005-214 Scale_ : 1" = 20 05-20-13 M 00 Q Z 40 20.S F LOT 118 01 Co Aj�. - ¢o• os ti�,ti 0 loll 10, s LOT 119 FT 9,939t SF 40) e�Ck �iH 0.23f ACRES �' LOT 120 Ns). 9 F P • „moo LO ?� Off• N tiss_.E9, M N N J v I CERTIFY THAT TO THE BEST.OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN N COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED 1N TOWN OF ZH OF tiJ o BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO y1 q`Sd'q � . PREIMETER MONUMENTS.SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A Z SHANE M. SPECIAL FLOOD HAZARD AREA: g m o BRENNER N o THIS PLAN IS NOT T RECORDED NOR IS,IT TO BE USED TO ESTABLISH PROPERTY LINES. U No.45917 e t III N REGISTER OFESSIO LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING / DATE L Ln 0 0 o o • 0� °TOW :OF BAR ST BOLE 29I3 MAY 2 4 PM 3> 53 :f DIVISION GENVIeL MM. 1. LOCUS PROPERTY IS SFI O AS.- ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDVREAR = 10' 3. UTILITY WORMATIOW AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. C01MN1NITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE NAP DEFINES THIS AREA AS ZONE C. AREA OF MONINAL FLOODING. 5. DIVIRONMENTAL NOTES. SITE IS NOT WIiINN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL 000 ` JN v IN-56.12 SITE IS NOT W" AN AREA OF E!STWTED HABRAT OF RARE o NV OUT-56. WI.DLI E PER NHESP NAP OCTOBER 1, 2006 'ESTIMATED Q HABRATS OF RARE WILDLIFE' FOR USE WTIH THE MA WERANOS Z S PROTECTION ACT REGULATIONS (310 CMR 10).' SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP QQ\ S JMAP OCTOBER 1. 2006 ICERWIED VERNAL SITE NOT WITMN A PRIORITY HABITAT PER NFE55P MAP• OCTOBER N' v 1, Zoos 'PRIORITY H18ITAT5 OF RARE SPECIES' FOR SPECIES UNDER THE MAS'SACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) c SITE IS WRM A STATE APPROVED ZONE N GROUND WATER S s RECMAIM PROTECTION AREA c EXIST S NV- 56-85 � \ s ICORURUCTION NOTES. X \ CL c S 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6 25 07, SHILL WHY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE; AND UTILITY NOTES ON SHEET C-5 FROM 63.0 x c X -�\��� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT ME4DOWS, DATED 6/25/07, SHALL NNEBY APPLY TO THIS SITE PLAN. gF�wouT �6� S 8' 3` 3. SEWER BUILDING CONNECTIONS. - AIIN. COVER SHUT. BE 3 FT. �cp 63.0 cam. .60 �\��s - - SET CLEANOUTS AND MANNTAM CLEIIRMICE FROM OTHER UTILITIES 61.90 CURB \`• �► SA�c s AS REQUIRED BY BARNSTABLE DPW. r S - MNNNMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. 63. x STOP c .�• o C , ` p . 61. � �.� - �• CY \\ � 190 is9 I V 61.90 49 61. CV PROPS INV WON Meadows Subdlvislon PWAX (1) 6' DIA. x6' DEEP 6X.75 6 . - 57.98 63. 61 S COtuIt-Barnstable I�assachusEtts LEACHING BASIN W/ 1- %60 STONE . O o `�,\ ty \ SURROUNQING (OR ALTERNATE 63• 2a. 'R`+Q�i� O \ \ / PfiEPARED FOR v EQUIVALENT\VOLUME OF 289 CF) � i X OACHA '� DowNP«TS Q0T LEACHING � 61.75 S CHIT EQUITABLE HOUSING, LLC VEGETATED 12 1.9oX ,9 �' c \ s P. O. Box 95 DEEP RAIN GARDEN (125 o �' �' ?� '\ c \ � , �' Centeno% NA 09639 F. STORAGE) -S• / O I � \ G, 1.0 , F S itt�E BOfiwM-60.0 60.0 LOT 119 61. �N Site Plan 9,939f SF 1.9ox S � c SMH 1s Lot 119 49 Dovetail Lane 0.23f ACRES �� /�y \ INV oU 58.39 S 6&0 0 c 4 BAXTER NYE ENGINEERING & SURVEYING VEGETATED 12' c w Regisbenod Ptvfessional 1.75 DEEP RAIN ` � S \ S7 Flgineers and Land Surveyors ZH OF M C.F. 25 SGARDENTORAGE) S c 78 North Street,3rd Floor,Hyannis,MA 02601 ��' Ass�cy � 11 MTTHEW G • TOP-s 6 i so.o r Phone-(5M)771-75M Fax-(508)771-7622 ` o - v CNI 20 0 20 40 o N 4 183 C T SCALE IN FEET s UNAI Ea SCALE- 1" = 20' DATE. 04-24-13 REV. DATE REMARKS LOT-119 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214