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0040 DOVETAIL LANE
�l6 �o v�7?3i L ��t�v� GoT // cf D�-U >- -� 6-0 �. -//f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map v V Parcel ()0 J Application # Health Division Date Issued Conservation Division Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village cayl-it Owner Ef.4 Address Telephone 771 �l_3911 .n Permit Request SA-SEAQ� T F" 10 00011 'TO At " O ✓,9 � 01<1 c7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposedA�Total new s Zoning District Flood Plain Groundwater Overlay Project Valuation aQ&J),9d Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes j;iI4No On Old King's Highway: ❑Yes ^No Basement Type: .Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 7 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new d Half: existing new Q Number of Bedrooms: existing _Dnew. Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 21-Gas ❑ Oil ❑ Electric ❑ Other Central Air: OXyes ❑ 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:t&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 �1 '� l Telephone Number 7?y �- Address .S� ���: � ,�� License# 0:7 �l(n 7 AAAa4 e0(X_r AW OW S Home Improvement Contractor# g 7 7 Email a i e, r/ 6JWeA hU11 C08 cY%C/ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO o-r, ma& r SIGNATURE DATE i FOR OFFICIAL USE ONLY c f APPLICATION# E DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE r OWNER - t R " .a DATE OF INSPECTION: i` FOUNDATION FRAME INSULATION FIREPLACE " ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f= I GAS: ROUGH FINAL FINAL BUILDING DATE•CLOSED OUT ASSOCIATION PLAN NO. 5 r i The Commonwealth of Massachusetts Department of IndustrialAccidents 1 Congress Street,Suite 100 Boston,MA 02114 2017, www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERD'IITTING AUTHORrTy. Applicant Information -� Please Print Leth1v Name(Business/organization/Individual): Address:�L/ City/State/Zip:_ dUVP daJ',A4 Phone#: Are you an employer?Check the appropriate box; Type Of project(required): 1.M I am a employer with employees(full and/or part time).= 7. ❑New construction 2.[R I am a sole proprietor or partnership and have no employees working far me in $,temodelingany capacity.(No workers'comp.insurance required.] 3. I am ahomeowner 9. emolition ❑ doing all work myself o workers co .insurance t CN mp regnued.] 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I wM 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. o S.Q I am a general contractor and I have hired the subcontractors listed on the attached sheet. 12. Plumbing repairs or additions These sub-contractors have employees and have workers'comp,insurance.: 13.❑Roof repairs 6.❑We area corporation and if,officers have exercised their right of exemption per MGL c. 14.❑Other 152,§I(4),and we have no employees.(No workers'comp.insurance required.] *Any applicant that checks box#1 must also fin 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 contrctors mast 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 mast provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employee& Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address:'#I 19 L115 DA4 L [.�J City/State/Zip:_COV 11 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify r7th :pants andpenaldes ofperjury that the informationprovided above is true and correct Si a Date: Pho e.#: Official use on o not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r x.,.sue.* -a - ::: r a"'A._. " 'rtee ns' Y^- -.[« "^"`7M +aa�, "v"'�.ar'6>" u �.yy:F �•c ri..- t a S-s- �.' e + _. '# ra�F" '3 a - r :r„ -`n-Z- 'S�.ak #y { _ AT 3 -� - �-^- -.,,,.-. r s. 'rYar�,rr+. �. �p.. ;e.'w:'fi� - t a a +k*�..6. �•L%ce-a, . L a'3,r .v ta. ��=a+: -� �8 �-. ,-a { 's- ;..- � �" -< ��, �'t«�+^"-fin •�'�to ,.'i �.t, .5�yc.. `1'�« s x+r NMI s. '.- ty{- °m -r r,s-: v..,. r�. `.�,•.. a {� .r.. 'T,��xy� "„ S Y4 r�-` �'`t 'a -: ,�,, ��++r '� ..c >�5,s *- :e�e„ .c». ry�,y5'.�t"''s3�' ^+. "'•3C� '�, �'i•. - s�.W"ar- ..�„., u. _ ' � 'S 'w � ^sac+.- "" �1 $"'tom-"�'+�%� ,� ,:,aM x'{:...� __.�," ""+LNa�� ..'��at,^:w. Y�P*`^''�a � x�-..m'�.,.f� ..s.`,�&h. -'A•-r +,.. - ;. *'.., ro"ax,. W .',kx M i ;'.:tyys.' -�"', 'r+'l may„ ' " V/ae W011.1ooetaealtlt o/���a uac�rr elf m License or registration valid for individul use only Office of Consumer Affairs&Business Regulation before the expiration date. If found return t6i OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation egi$tration :i49.773 Type '. 10 Park Plaza-Suite 5.17A xpiration:—/2U16 Individual s Boston,MA 02116 JEFF Y WRAGG � E } r JEFFREY WRAGG x 54 EILEEN STREET � rtL ,' x YARMOUTHPORT,MA 02675T ' Undersecretary r t va' withou signature 7 in "wttir r3� ' M,, .ra. o '*•�''z� �+�- °'�,'�`�a> �n�,4�s �i� � ,s. �,aW±:. _'s ate« � "::�ws�:�"�+c' 'f4'"'���'��s `.'x- +" '" � �, w.z Ra-� � _ ,•'���u�}�, .� �a .�, sic 3.Y �� a w ,� «��r���$ �s��'r` �� ,,,n �' �� Y +yam# c cS �v,�w�`" .� I�a 4-"'.zy31�� � �Mi, s?F,Y �� �• Q,41 �� x ���"".h�.� 'nn^ b"`_ „34��"�".. £,fc�"' '.,+.x,. - tom' Rm* a-r . 'OC".ra' '» ' .` �,'a x t✓"xa z..:;'+''tr�''y Massachusetts Department of Public Safety ^ Board of Building Regulations and Standards R .��Y License:CS-075746s - t f yl" yW 1" #lita fyc .A Construction Supervisor � rNh JEFFREY L WRAGG A=.. 54 EILEEN ST. - r " q� YARMOUTH PORT MA 0�67 y . �r'<«. E° Expiration f. ` s commissioner 0912012017 r , a+ '�'fi* 'r�`' --a- ';x �+'.,.,^' �" ' -`"`�. ._, -sue... "5 - P_ Et ca5"4 M�0, — .JM�'^. ,�.a,��t r��57%ml of L--C :a,+L$1K�R.2 Y.NtdcrAt uF l.+e ': ' '', .' a „ v,.:y.,, +5 ,� s, 5 n. � «r��»� ^"# � .sr- .�f + a:.. a 0-1 f ,a #'';k�yY :. 2 "��' : `- �' '%^ �- �"+'-'fit�� -fi `: "�'��.�'��a ',R�� tea."Y.. �-� - � :^q.��"d. - -•'t� '� SS �.ov }. , �,. .NR.. � tts- �J`,�`' �'E,^`ie, s'- --'` ry s t W m Lu. O N " cc: Q � : m O • s C I ` � V". N r , , t i I , 1 r , , i r : i i i I I I �. .. .. .. ', {ter .':. .... .. .. ...... .... ... .. r � s TULOPSE D PAP ILA 0-co : r 40 Dovetail Lane 675 Sq. Ft. Family room 2x6 framing with pressure treated sills R19 Kraft faced insulation Sheetrock walls Suspended ceiling Smokes / CO#detectors where,required Air exchange fan exhausted to exterior Egress: 1. Stairs.....2. Bulkhead Existing Hopper: 32" x 12" (2) Flooring: Laminate Box out duct work achieving maximum headroom Heat supplied by Town of Barnstable Regulatory Services 4 Ri1TiCT�1[C�+g * .. � g Thomas F.Geffer,DiredDr BuRding WvWon Tom Perry,)IMMing Commissioner 200 Main St=4 Hyannis,MA 02601 W Wtown.barnstable ma.us Office: 508-862-4038 Fay: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder R/`P�°�i'�G€/� as Owner of the subiect property hereby authorize /eF_F 1/ ,46& to act on my behalf in all matters xelative to work authorized by this bugding permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before Fence is installed and all final inspections are performed and accepted. �\ Signature of Owner 40f plicant ���orfl �PPE� GEie 2 Print Name Pant Name Iff Date , Q:F0R&M-0W SRPERMMSI0NPP00L-S 6012 _ ............................... 1 1 i i e s + 1 r ; 4 " I : v : f j � i : : T0,:,,I nc U p V ®®® ®® z " FRONT ELEVATION o SCALE. 1/4' 1'-D' - _ - LLI w t N O .. y 7K .Z W_LLI a o a� Q ( ILL I :3 ® LLE EEL]FLU u; o � I I L---J - L---J - SMOKE b5T5CYGIR� �t�VI�WED SUEET1 _ REAR ELEVATION BARNSTABLE UILDINGDEPT. DAi.E g - SGALE: 1/4" I'-D" - - .IOB 1221 DRAWN BY.. KW - - - DATE. - 11/20/12 F IRE Ut!'Att I M=NI �nT.. I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING RIGHT ELEVATION94 . .SCALE: VA' a I'-O'• w" .. W w 3 ' K p . Vic, Z w#03 w p E f ® 0.O� w u H 'SHEET - A2 LEFT ELEVATION JOB, I221 DRAWN BY. KW SCALE: 1/4' V-O° • W-21n' 16r_3. br_y. 5r_6.. 4._0. I-B go —DECK - A T F— DBL,DR J r L 1y/ \ P0140ER Rhl r---� i 2$ bob I DINING U�+9/4'zd6 9R4'—. I d0 MASTER - S 5rmP RP1 In m a gy ' D 52 22 04K AY 1,W/ RL qJT B I DLAUNDRY - (3)AW251n �t WTS /1r w - -- D 22. 0-0 ' ry - v V■ + FAMILY RM ————— '-lo In• a-3 vY �,Ib 4z4x.26 TS [i+'1 ------------ 26° WIOz45 ST l ABOVE FLVSN i -4x4x.26 TS LIN fi m ASTER RATED Q } C BATH LIVING RM. _ C -.To oac TILE 24 TZ 5 ml E LLI Off LLI CARAG I B 3 W V5'462] ° Q---- ---- � - o I I - LLl V I I rxs'oW 000R - - SWEET - FIRST FLOOR PLAN JOB: 1221 24'-0' DRAWN BY: KW ' SCALE, I/4" I'-O" ' DATE. 11/20/12 0-4 M1 20 OLO�ET i - Z 24 KNEE OFFICE o Us 22 ftQl . BED RM #2 ® sB - GRPET 2F 2fi 4 13'-5 In' 9'-b. ^$I w 2MI0-2 IY3SI n. fi 2R 2 � - - - •. USN�eOVE- D! - GRPET BATH fit ® - > • LINENKNEE KALL G 2A OPEN TO m W - C* W N � 3 O J CLOJj 0. 24'-O' IL'-0' SWEET 55 0 SECOND FLOOR .PLAN SCALE: 1/4" . 1'-0'- JOBS 1221 - . DATE: II/20/12 ___ ____________________ _________- . .. .. 2-2x10 GIRDER - - - • .. - . i[b P.T.POST 10. BOND POST ANCHOR 25 BIG FOOTTUB' PIER G - 2e''BIG FOOT'FOOTING TTP moo .. I I '..YROP TOp I VZ :' 'S•• . N..r - e•.r 9•coNCRETE I4Au - I -I 1•I�1 V �L - - WxIG CONTINUOUS FOOTING 07 " --I � A a � - FULL BASEMENT � • - I ',l - Tij � �. � - O• 4:_y.. l-D. r` r f.� W pJ 0. CONCRETE PAD - I I I 'L 9'>(1M CONCRETE (2 ca RE13AR TOP 1 TTP. b ' FT ROT° xl0 CONTINUOUS F NG . AT.OWR %.I I 2'TO NN c I STUD IGNI I - .. W .3 I - 4 o I I .GARAGE I r; ,..I NOTE- I W�Q 4'W ixcwwF� I 6/8°ANCHOR BOLTS b tu z - I EMBEDDED 7° - _ —J +. BkS'-9•CONCRETE HALL I `,I SPACED 36°O.C. Q 16k10•CONTINUOUS FOOTING I 12' FROM CORNERS a-J— 0-' . WASHERS B"z3".1/4° OL i ''I OUNDATION PLA b w SCALE I/4° I'-0' � L ------ AT ODOR— J 4'-1' 4'-3' 5B'-O' I JOB: 1221' I I DRAWN BY, KW - Y I I DATE: II/20/12 - - _ .- - RIGID NIND'NASN BARRIER REQUIRED �y■ AT EXTERIOR EDGE OFFOR WAL v -. RIDGE VENT TOP PLATE • - 2X12 RIDGE W SIMMPPSON 1FASTENERS AT ALL- - - - - RAFTER/TW PLATE . JUNCTIONS TTP. xB9 i 16 BLOCKING 4'- -ID IN FIRST TWO JOIST AND RAFTER ' T SHINGLES - BATS FROPI GABLE WALL - I CD%PLTNOOD. .3� ' ' 12... 10 RAFTER 0 16'OC - AU D L Nye. - O . 12 'HURRICANE CLIP' - ■_■ ✓ - FASTENERS AT ALL - 2 X 10 RAFTER 0-16-OC W I^ .. RAFTER/TOP PLATE n . JUNCTONS TYP.EIGHT - - 'HURRICANE CLIP' ® n .. .FASCIA H TO mATCH HOUSE - PA9TENERS AT ALL 2xB9 1 IL O.G. .. - 2x6'a 1 I6'OG RAFTER/TW PLATE - 5 _ JUENTIWI9 TTP. - •. �-SOFFIT VENT - - � � VENTED DRIP EDGE .w R-13 VLSULATION V`■ 4 MASTER C }+ O GARAGE BATH szw -2 X 6 STUDS•16-OC MASTER BED q - - - - - WHITE CEPAR SHINGLES OVER w 0. 1/2'COX PLTWND 4-CONCRETE.SLAB. IV . (3)1 S/4•x S i/2'LVL GIRT . � .BY'0'THICK - 2'X 6'•PRE99URE TREATED SILL 4. _ - _ y' .R-19 INWLAT1 - OVER BILL SEAL - - - 2'X 6'PRESSURE TREAT SILL . IL914X R10 E FOOTING - OVER SILL SEAL - BASEMENT U •, - - 1/2• DNCRET SLAB GONG WAi.a T'c'«B' Z •. VAPOR (2)a6 REB.ARTW I BOT.TTP. . W CROSS SECTION A SCALE: 114". = 11_p" .-.,- - m 3 , 0 POURID CONCRETE.DOTING N . tu CROSS ISECTION . B . tu Q o o# u SCALE:.114" _:1_'011 ~O - W F SWEET NOTE. NOTE. - - CONTRACTOR TO REFER TO TWFCMRAC X B-AND CHECKLIST FOR ADDITIONAL HIGH WIND TECHNIQUES' ' - ATTACHED TO DRAWINGS 'JOB. In1 i DRAWN BY, KW I. DATE. 11/20/72 ~ - '.RIDGE VENi�� - 12 - - - RIG 1D'WIND WA9N BARRIER REQUIRED 91/Y- O 12 TE .. . - AT EXRIOR EDGE OF EXTERIOR WA d^•\Y .. OP ) ' PLATE •" 91YIP90N H2.6 a FLUBH HIM • - FA9TFNEA4 AT.ALL - . .. - RAFTER/TOPPLATE ICANE CLIP' .. JUNLTION6 TTP. R/ AT ALL r R/TOP PLATE - _ • 212— _ER IONS %P BIOCKING 4'-0'O.C. ASP)iA.LT 9NINGLF9 INFlR6TTWO JOIST fWD RAFTER C VER 1/1 GOX PLYWOOD GABLE WALL P a- CL BED HALL RM2 X 10 RAFTER P IG'An .. .. WIO x 46 STEEL I BEA. t SOFFIT VENT - R-1q INSULATION W _ ALL WINDDM TO BE ANDERSON WINDOWS• KITCHEN _ LIVING=. IW - - + �. 2x10'e P IG'a 2z10L 1 I6'OC • - � � � .. ~ P-19.INSULATI _ •••WTWTWJGGG . • -Y%6'ILL B AL TREATED SILL ` • OVER SILL SEAL BASEMENT A CON-.WALL6 T'W x B' •I W . - 4'POURED CONCRETE SLAB to . e 016 0. 4. (2)P6 REBAR TOP t SOT.TTP. _ 1PGqU%RE9D,-ONCRETE FOOTING. '60 I6.O.C.. _ k CROSS SECTION C• _ 'o`. SCALE: 114' I�_�I� w �",•�. a 2z9'9 P M, O.C:- - 'HURRICANE CLIP' - - - - - 'FASTENERS AT'ALL - N (n - . HTEEL BEAT1 JUNCCTONSTTMPPLATE _ _ - #w } C DINING C K E u - GARAGE .., ds_ iw H (L H ' w u WE P IV OG _ S/4'a 9 V2'LVL GIRT - (2)•6 REBAR TOP 4 BOT.TYP. P-191NSULATION - - - r�' 16�11%RE99.-ONLRETE.FOOTING - . BASEMENT SHEET ' C� f^7 CONTRACTOR TO REFER ../} . CROSS SECTION yJ TO WFCM 110 X.B AND / (2)M REEWR TOP 4 SOT.TYP. CHECKLIST FOR ADDITIONAL -., - HIGH WIND TECHNIQUES. .p:;..:.. . .. - SCALE:-114" = II_pl� _ wMGS ATTACHED TO DRA _ DATE: 11/20/12 ' . - - - ♦ JOINT.DESCRIPTION =T A¢ -END HDR TO CORNER - 2c6 DBL TOP PLATE ROOF FRAMING - .(E)FULL HGT.ENDS S�... ew0.o io lurte ( L C *¢ f JACK STUD _ - PIING - W WALL FRA 1[IN, NAIL TOP PLATE ] , (rMir.�e wiL[o) (rAc uuo) TO Or I OF 2 Rows OP vRTo w O W/2 6d NA L FLOOR FRAMING .. O 9'O.C. V 'STRUCTURAL PANEL EADER CONTINUOUE HEADER - io •[x. (To[xuL[o) ue - [ etax NAILED Bd COMMON a nULTIPLE OPENINGS ¢ OC.EDGE AND FIELD ei0.m ro naoe0.(r...xuico) R TRIMMER ER STUDS -ROOF SHEATHING-DOOra ILIone U � .2-5/e°ANCHOR BOLTS S [rmwnvL wK[w 0..0 iwm ni0.x[ivau [ttu w/5'x5'PLATE WASHER - - I - CEILING E LI NGw¢uosrtuFATHING v.. .WALL SHEATHING ¢..e ' . - - FLOOR SHEATHING - ~0 . LU Q w .I O J (3)9 1/2¢ LVL GIRT NIOx45_ _ l STEEL FLUSFI_ b E U - s to F FIRST FLOOR FRAM I NG FFSECOND FLOOR FRAi"Il NG ' SCALE: 1/B' - I'-O° SCALE: 1/B" - I'-O" - ` ' SWEET,, JOB: 1221 i. DRAWN BY. KW 1 DATE. 11/20/12 - Duct Leakage Test Form Test Conditimis:- Custotner-Informatio n.. Name: Bayside building Date: 3/2112013 Address: 1645.Falm6uth road Bayberry square Timer City: Centerville Indoor Temperature(F): stawzi : Ma 02632 p Outdoor Temperature 0: Phone: {508)-771=10A0 _ Floor Area(ff):. 2125. Email: System Airflow(cfm): 1600 Cooling Size(tons): 4 $uiTdinjZAddress• (if differeat from aboye Heating Size(btu): .100,000 . Primary Location of Supply D Street: 40 Dove tail lane Basement uctwork:. . City/state: Cotuit Ma Q2635 Primary Location of Return Ductwork: Basement Comments-, System located in basement on two zones#1 First floor and #2 Second floor, Second floor supplied and returned by risers n interior and exterior walls.All joints seams and connectinns sealed with 1580 Venture mastik tape UI#18 I b-gx All trunk work and flexible ducts in unconditioned area's insulated with r-8 foil faced insulation;all others insulated with r-G foil faced insulation.System tested alter rough install 4vith equipment attached with Minneapolis duct blaster. Total Z eaka e Test Depress Press Outside Lealta-ce Test Depress Mess . 'Pest Pressure: (Pa) Test Pressure: a) Baseline Duct Pressure(optional): (Pa7 Duct lilbw Ming tau Press Flow Duct Flow Rina Fail Press Flow Press: a Installed a) cfm). .:: Press. a Installed a) cfm 25 s 113 Fan Model/SN: Results: Outside Leakage(cfin): Fan Model/SN: Outside Leakage as System Airflow-_ eesuItS: Outside Leakage as Total Leakage(cfra): 113 Floor Area: Total Leakage as System Airflow: Total Leakage as% 3 5. Eric Whiteley Floor Area: 1N.VERNON edc@wvwhiteley rn SNC .. .... . 281rllage Landing PLUMBING HEATING P4.Box 1266 W.Chatham.MA 02669 AIR CONDITIONING SINCE 7952 T508.945.1100 F'508.445.5549 www.wvwhiteley.com COMix�Onwealth of.Massachusetts. 14/�� ®Sheet Metal®®MPermit duo Date:. p� '7 1� .- X��R��S.6 E lI 14 Permit# �So Estimated Job Cost: $ : 1 FEB`w'1 12013 $ $' �, nd O Permit Fee- Plans Submitted: YES ; NO '� -' Plans Reviewed: YES NO TOWN,OF BARNSTABLE n Business License# 1(0() .Applicant License# 7�� Business Infonation Properly Owner/Job Location Information: Name: - V rn Otiq LoI-)I ( Name: P) , Street: D V) �: p, � t1 l )� Street:" 4 Lfi�*,&/ /� r L. Cityfrow,11: (�..�I�C Ct ti'1 City/Town Telephone: ���- 9W �Q� Telephone- n' Photo I_D_ required/Copy of Photo I.D_attached YES NO :- Staff I aifiel J-1 /M-1-unrestricted�license , J-2/M-2`-restri6ted to dwellings,3-stories or.less and commercial up to 10,000sq. ft./2-stories or less Residentiah,1-2 famil Multi-famil C Y y- ondo/'Townhouses Other Commercial- O$ce. Retail-. .; F.'.`,Industrial Educational Institutional Other Square.Footage: under 10,000 sq_ft. Y over 10,000 sq. ft. Number of S10 es: X2 � Sheet metal work to be completed:- New Work: Renovation: ' HVAC V/ Metal Watershed Roofing. , Kitchen Exhaust System Metal Chirriney/Vents: " Air Balancing rlel) 1 Provide detailed description of work to be done:)Oa� Qae 1�I " INSURANCE COVERAGE: I have a current liabiliN 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 bjchecking the appropriate boy'below: . A liability insurance policy Other type of indemnity"0.^` Bond 0 OWNER'S INSURANCE WAIVER: I am aware that the licensee does nothave ttie insurance coverage required by Chapter 112 of the Massachusetts General Laws,andjthat my signature on this permit application waives this requirement. Check One Only Owner �. Agent Signature of Owner or Owner's 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 metalwork and installations performed under the permit issued forthis 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 Coins icnts _. Final Inspection - - - Date - = -— - - - - - Comments - - Type.of License: . 6 , ti Y ElMaster Title �. ❑ Master-Restricted4 ` ; `^ �{_ City/Town a' . ❑JourneyPerson Signature of Licensee Permit# 0?9 '7 EjJoumey`person-Restricted . : 'License Number: Fee Check atr.mass.aov/dpI Inspector Signature of Permit Approval + f'. COMMONWEALTH OF MASSACHUSETTS ' ~ F 1 SH'EET;METALWORKERS AS A BUSINESSJ, 3 :•F ISSUES THE ABOVE LICENSE TO i ERiC:° T WHITELEY W 1/ERNDN WHITELEY PLBG AND 28 V:ILLAGE LANDINGd�. PO BOX 126E 6 W CH:AT:HAM MA 02669 000 12/22/14 292629 ------------___-------- -COMMONWEALTH OF MASSACHUSETTS : SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: E R I C T WHITELEY P-0-.B O-X -248, W.EST _CHATHAM:. _MA. 02669-0.2-48 2967. . O'2/28/14 119423 , r Fo!d.Then Detech'Along All Perorations ,- �4CMLISEaTTS • t_ 1T $I �\ r —`:=t-P�+;J#41 Y l�P�r-{ -.=��7-F.I p2�1 „.��'1 �'�t� + ' I �1 �� • f� 9 NMI j ERIG'T�� 118�J j Mgl�llS�� C tr 26 9p11H {M M l -� c .' I ��e.�,� •{''T�^4 Y� !v 1.�.�C s la The Commonwealth of Massachusetts Department of Industrial Accidents Office:of Investigations 600 Washington Street '',Boston,MA 02111 , www massgov/dia , Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly NaMe- (Business/Orga*ation/Individual): t— Address: �,�k V,IIR` l,A���nti �o' g:oX La�.L tl City/State/Zip: W's) C+A A A 1 A m Phone#: e$� y y; Jl o 0 Are you an employer? Check the appropriate box: Type of project.(required): 1. am a employer with '�9 4 I . I am'a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2_❑ I am a"sole proprietor or partner listed on the attached sheet. 7. ❑Remodeling , ship and have no employees These sub-contractors have g. Demolition employees ees and have workers' working for me in any capacity: P .Y 9. [] Building addition -[No workers' comp..insurance comp.insurance.{ ; required.] 5.,� We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 Q-] Plumbing repairs or additions myself o workers' com right of exemption per MGL Y � P- � `12:❑ Roof repairs insurance required.]' c. 152; §1(4),•and we have no remployees. [No workers' 13.❑ Other 4 ` comp: insurance'required.] ,*Any applicant that checks box 4.1 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. xContractors 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- lam an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information.Insurance Company Name: Lk)'`�u S co . Policy#or:Self--ins.Lic.#:' W c_C- Z I J - a o o 3 40 ] �_ Expiration Date: /o i " o/3 Job Site Address: y A 1-1 o"u s. City/State/Zip.' A ` 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 criminat penalties of.a fine up to$1,560.00 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. Beadvised that.a copy of this statement may be forwarded to the Office of Investigations of the DIA for inSllrancolclovera. e verification. I do hereby certify under p a e o perjury that the information provided above is true and correct Signature, Date: Phone#: b g> 9.y - i l o 0 Official use only. Don ot write in this area,to be nipleted by city or town official City or Town: ermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk A.Electrical,Inspector.5.Plumbing Inspector 6. Other Contact Person: Phone#: • Client#:48736 .. 'VERNWHI..,, . - DATE(MM/DDIYYYY) ACORD,. CERTIFICATE,:OF LIABILITY, INSURANCE 10/0112012" THIS CERTIFICATE IS ISSUED AS A MATTER'OF INFORMATION ONLY AND-CONFERS NORIGHTS'UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY,cMEND, 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 hot confer'rights to the certificate holder in lieu of such endorseme6t(s). j PRODUCER CONTACT Karen`A.Walthefi CISR? Rogers &Gray Ins. a PH0.N"E 508 760-4630 FAX, 877-81612156 A/C.No•Ext:. 434 Route.134 EMAIL s: kwalther@rogersgray coin { , South Dennis, MA 02660,1601 _ INSURER(S)AFFORDINfi COVERAGE' '-^ NAIC# _ 508398-7980 INSURER A:Arbella Mutual Insurance'Compan 17000 ! INSURED INSURER13:Wausau Underwriters Ins.Compan W.Vernon Whiteley Plumbing &Heating INSURER c:Arbella Protection Co 17000, Company, Inc.'&Chatham She'etmetal,'Inc y -INSURER D P. O. Box 1266 West Chatham, MA 02669-1266 INSURER E: INSURER'F: ' i. COVERAGES CERTIFICATE NUMBER: *" REVISION,NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED JO 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. y*= i - INSR ADDC SUBR, - - POLICY EFF -POLICY EXP ,... •TYPE OF INSURANCE IIN SR IS ! POLICY NUMBER a' MM/DD/YYYY MMIDD/YYYY LIMITS A GENERAL LIABILITY 8500052832 10/01/20U 10/01/2013;EACHOCCURRENCE s1,060,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY 5300,000' CLAIMS-MADE I OCCUR - MED EXP(Any one person) $15,000 ' PERSONAL$ADV INJURY, $1,000,000 - - GENERAL AGGREGATE 52,000,000 GEN•L AGGREGATE LIMIT APPLIES PER: X I PRODUCTS•COMP/OP AGG '$2,000,000 POLICY I ^I PRO- 7 LOC - - - S AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT I1020006346 10/01/20121.0/01/2013;IEaaccmenq 51,000,000 ANY AUTO • I • - BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS. X- AUTOS I - BODILY INJURY(Per accident) $ - - X HIRED AUTOS X NON-OWNED - - PROPERTY DAMAGE - + AUTOS � I (Per accident A X UMBRELLA LIAB HI OCCUR 4600052833 10101/2Q12 10/01/2013EACH OCCURRENCE $4 000,000EXCESS LIAB CLAIMS-NIADE AGGREGATE s4,600,000 DED I X RETENTION SO B .WORKERS COMPENSATION WCCZ11260053011 10/01/2012 10101/2013'X ITWC RYTAM- OTH- AND EMPLOYERS'LIABILITY - ANYPROPRIETOR/PARTNER/EXECUTIVEY/N �E.L.EACHACCIDENT� $SOO;000 OFFICERIMEMBER EXCLUDED? N N/A (Mandatory in NH) . _ A : E.L.'DISEASE-EA EMPLOYEE s500,000 s _, If yes,describe under -- - DESCRIPTION OF OPERATIONS below a - - E.C.*DISEASE-POLICY LIMIT 5500,000 a DESCRIPTION OF OPERATIONS I-LOCATIONS I VEHICLES.(Attach ACORD 101,Additional Remarks Schedule,-if;more spzcejs required) v Plumbing, Heating, HVAC service& instal-lation. CERTIFICATE HOLDER CANCELLATION- Town of Barnstable.. $,•. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES+BE CANCELLED[BEFORE <+ THE EXPIRATI; 1,BATE I EOF;'a`NOTICE 'WILL. BE DELIVERED IN 200 Main Street •ACCORDANCE.WITH THE`POLICY-PROVISIONS. Hyannis; MA 02601 AUTHORIZED REPRESENTATIVE a, ©1 98 -2011 0 ACORD CORPORATION.All rights reserved.`. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH - cf = ViEr � Town.of Barn t s able Regulatory Se'rvzces yAitxsrti�t a . . ' 'Th'omas-F. Geiler,Director Foy BuiIdin-g Division .. . Toni Perry, uilding Commissioner 4. 200 Ma�n.Str—=t H a,n MA D260i r www.town-b arnstab Ie:ma.'us I Office: 508-862-4038 .' z. Fax. 508- 700=6230 i Property' ierMu t CO. plete and '.Sign This Se"Ct(oLl If Usiri AEurlder Ownet of tLe sub jest property g. . hem by authorize - La all matters relatrve to irk au 1�orsze4by 'bulai�b permit`applicatton for. , y (Address of Job)' R r .t.s- .4 5• - • igna_ture of Owmer Date x Print Name M; If Pro • t� � a '• .. peM Ovmeris applying forperEm please complete the Homeowners License•Exezriptron Fortn�g`rz thenre,verseside, . .�� Q:FORMS:0 WNtRPEWISE10N a ., N Town of Barnstable Building Department - 200 Main Street RARNSTLE " . * Hyannis, MA 02601 9 MASS i639. , (508) 862-4038 �fD MA'S A Certificate of Occupancy Application Number: 201207307 CO Number: -20130066 Parcel 1D: 002002114 CO Issue Date: 06/04113 Location: 40 DOVETAIL LANE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: aa Building Department Signature Date Signed TOWN OF BARNSTABLE , B u i l d i ng 201207307 r * BA WSTABU, Issue Date: 12/05/12 Permit MASS. p i639• �� Applicant: BAYSIDE BUILDING INC rFG�A Permit Number: B 20122944 Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/04/13 Location 40 DOVETAIL LANE Zoning District RF Permit Type:NEW SINGLE FAMILY HOME Map Parcel 002002114 Permit Fee$ 969.00 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 190,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 BATH CAPE/RANCH STYLE HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN 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: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT;TO OCCUPY'ANY STREET,ALLEY, R SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.,ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE ILDING CODE,MUST BE APPROVED BY THE IURISDICTIONi' STREET OR ALLEY GRADES AS WELL AS DEPTH AND'LOCATION OF PUBLIC SEWERS MAY BE: BU .'1 t- 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 r ,y _ •4s MINIMUM OF FOUR CALL INSPECTIONSEQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. .3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.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). POST THIS CA" .S THAT IS VISIBLE FROM THE STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 J5k, J,4 Blots k 3 l8" -13 3 ` a 2 2 �►� wZ �lS 2 /N oil :5'l7-43 eeVF 4 3 1 Heating Inspection Approvals Engineering Dept r Fire Dept 2 \ Board of Hea th TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0L _ Parcel .b Z Application # Health Division z Date Issued Z- �— Conservation Division Application Fee _ t 6 Planning Dept. 1AA1 ,1 ( (��l'(� �04) -`s Permit Fee (4:-� Date Definitive Plan Approved by Planning Board LA _ Historic - OKH Preservation/ Hyannis Project Street Address oV4-a t t �•V1 Village_ Cow_ Owner_ 6L'00/ Address )�nx Telephone — 101yo Permit Request -� r3ar Square feet: 1 St floor: existing_proposed 2nd floor: existing>_proposed 05--Total new ZJ Zoning District Flood Plain_ C Groundwater Overlay Project Valuation Construction Typewcl Lot Size T�,�S(Q Grandfathered: ❑Yes ANo If yes, attach supporting documentation. Dwelling Type: Single Family i Two Family ❑ MUlti-Family(# units) Age of Existing Structure �1 Historic House: ❑Yes No On Old Kin 's Highway: ❑Yes N 0 � 9 Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) I LA Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new 'Z _ Half:'existing new___ Number of Bedrooms: _ existing 4 new Total Room Count (not including baths): existing __new First Floor Room Count Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑Other _ Central Air: SO Yes ❑ No Fireplaces: Existing__`New _ Existing wood/coal stove: ❑Yes ;A No Detached garage: ❑ existing. ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing, .$new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes SkNo If yes, site plan review # Current Use _ aCur �a� Proposed Use 'APPLICANT INFORMATION (BUILDER OR HOMEOWNER) --- Name ✓► ovz Telephone Number 77 1—w qC.���ll Address // License # Home Improvement Contractor# _ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULT G FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 11L �1:� V ' FOR OFFICIAL USE ONLY r APPLICATION# MAP/PARCEL NO. ADDRESS VILLAGE s OWNER - } k DATE OF INSPECTION: ---FOUNDATION, sO�3�zz�B� �rn FRAME 2. lls 3 y Q3rzow'-Je- ' INSULATION 8195 oK 3 Isec3 ` FIREPLACE F ELECTRICAL: ROUGH FINAL s. . w PLUMBING: ROUGH FINAL - -OAS:. ,:; ,ROUGH-.;. : - FINAL ,r ,•:,;FINAL BUI�LDING< �I r p DATE CLOSED OUT ASSOCIATION PLAN NO..:; ~' I Department of Industrial Accidents p Office of Investigations i 600 Washington Street Boston,MA 02111 5y6" wmv mnass gQv/dia Workers' Compensation Insurance Affidavit: ]builders/Contra.ctors/Etectricians/P'Inmbers Applicant Information Please Print Legibly Name (Business/organization/individual): 6 Address: Q ° City/State/Zip:C -WOM VILLF 101E 0 3_�?, Phone ; `?7 t •� Are you an employer?Check the appropriate bow: Type of project(required): 1.❑ I am a employer with 4. EY I' am a general contractor and I 6. �ew 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 8• ❑ Demolition Remodeling ship and have no employees These sub-contractors have 8. ❑ 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 am a homeowner doing all work; right of exemption per MGL ILF1 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 Phis affidavit indicating they are doing all work and then hire outside contract6rs 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 arr employer that is providing workers compensation insurance far my employees. below is the policy and job site information. , Insurance Company Name: Policy#or Self-ins.Lie.#:_ 0rf gAie) `p. Expiration Date: Job Site Address:�v Oylt l/ bi City/State/Zip: O t 446 35 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Faiiure to secure coverage as required under Section 25A of MGL c. 152 can lead to the irnposition•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 fbnv carded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereby c r the arras and perraldes of perjury that the information provided above is true&ad correct. Si afore: Corti Date: Cli Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or To-Am- Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. Clty/Tovirn Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6. Other. Contact Person: Phone#: Client#: 15273 2BAYSIDEBU DATE(MM/DD/YYYY) ACOIRD,M CERTIFICATE OF LIABILITY INSURANCE TE(MMDDfr 05/16/2012 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: Dowling&O'Neil n/CON o Ext:508 775-1620 FAX AIC,No: 5087781218 Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Acadia Insurance INSURED INSURER B: Bayside Building,Inc.and INSURER C Bayside Design&Remodeling,Inc. INSURER D PO Box 95 INSURER E: - Centerville,MA 02632 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DDIYYYY MMIDDIYYYY A GENERAL LIABILITY CPA007340920 1/01/2012 01/01/2013 EACH OCCURRENCE: $1 OOOOOO X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Eaoccurrence : $250000 CLAIMS-MADE F—ROCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 X OCP GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER:, PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOG $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per;person) $ ALL OWNED SCHEDULED BODILY INJURY(Peraccident) $. AUTOS AUTOS NON-OWNED. .: PROPERTY.DAMAGE $. . HIRED AUTOS AUTOS Per accident - $ UMBRELLA LIAB .... OCCUR EACH OCCURRENCE..:: .: $ EXCESS LIAB CLAIMS-MADE AGGREGATE $. DED RETENTION$ .... .... .. $ A WORKERS COMPENSATION ' WCA007340621 1/01/2612 0110:1/20.1. X TORY LIMITS ER OTH- AND EMPLOYERS'LIABILrrY ANY PROPRIETORIPARTNERIEXECUTIVE Y 1 N E.L.EACH ACCIDENT $500 O00 OFFICER/MEMBER EXCLUDED? � N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 000,000 . If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000: DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms;conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable, Building THE EXPIRATION DATE THEREOF, NOTICE ;WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA'02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S96172/M96171 LS1 ... Subcontractor's Insurance 2012 •ur`. ',e` s=;"�` G w��191 "-POIIIC,R;i•","�aW�'j , rx z GL.P.olicy GL Poli Y ,�. Y lot i� s Effectroe DaWINE-ation Effec iue Date;; Ex iration Sub Contractors _..e _��� . All Cape Garage Door I508-398-2757. 06/01/04 10/07/12 06/01/04 06/01/12 . Baxter Nye Engineering&Surveying 508-771-7622 08/11/05. 05/29/12 `08/20/04 08/20/12 Campbell,William 508-790-3517 08/26/04 08/26/12 07/1.3/04_ 07/9.3/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 08/16/12 Cape Concrete Forms_ : 508-922-1910 06/05/07 09/29/12 12/07/07 06/08/13 Carpet Barn Inc 508-548-144.3 01/01/06. 05/01/13 01/01105 01101/1.3,. Chaves, Robert 508-362-9929 08/13/04 08/13/.12 12/17104 12/17/12 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 02/06/13 Co 's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/014 10/01/12 Davids Building&Remodel 508-428-3214 01/01/07 01/01/18 06/14/04. 06/14/13 Hill Construction 508-888-8.154 04/29/07 04/29/12: . . 08/14/04. 08/14/12 Jeffrey Lauder 508-22.1-1046 12/09/06 04/05/12. DBA;-N/A Kitchen Appliance Mart 508-771-2221 08/12/04' 08/12/12 01/01/05 08/12/12 MAP Insulation. 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/12 Northern Sealcoating '5087398-9474 10/01/07. 10/01/12 04/01/07 04/01/13 Pastore Excavation Inca 06/05/08 06/05/12: 10/12/08 12/12/12 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08. 02/03/13 1 CSi-005645. TTR � n� r 3 lJ' r� 4�c dceli= i owe?rce, .�,t% j c r a: less tlt �R ;O. Q cubic ifs eta gy9lit�J,,c►t ep tlo,- d qpa m. at!`ure: p'.,pas�Ps ,a c rr nE e4l ign pf tl a RV ch`�s fft 95 ��at�L'ulding Coefas ause For reuor`"c i',Usto th�li�R : . Far DRS Veensa�g":infornation srti enntw fr8 ss:6ovfiRP _. i ' �otIME rod, Town of Barnstable,, -�� + °� Regulatory Se�rv�ices t $ ss. Thomas F.Geiler,Director �AlFfl �A, Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wnv.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuild-er as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: . (Address of Job) Sig tur f 0-wngr Date Print Name Q YORMS:OWNERPERMIS SIGN REScheck Software Version 4.4.1 -Compliance Certificate Project Title: THE OSPREY MODEL Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 - Construction Site: Owner/Agent: Designer/Contractor COTUIT MEADOWS C BAYSIDE BUILDING,INC. • . trade-off Compliance:4.0%Better Than Code Maximum UA:321 Your UA:308. The%Better or Worse Than Code index reflects how dose 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 • • UA .. Assembly Area or R-Value R-Value or Door Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 864 38.0 0.0 26 Ceiling 2:Cathedral Ceiling(no attic) : 611 30'.0 : : 0.0 21 TOTAL WALLS:Wood Frame,24"o.c. 2291 21.0 0.0. 110. TOTAL WINDOWS:Wood Frame:Double Pane with.Low:E 226 : 0.310 70: : Door 1:Solid .._ :: 42 0.280 12 Door 2:Glass 63 0.31.0: : : 20 Floor 1:All-Wood Joist/Truss:Over.Unconditioned:Space 1475 :30.0 :0.0. 49. 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 list d i go REScheck Inspection Checklist. Name-Title I ature Date Project Title:THE OSPREY MODEL Report date: 11/20/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.rck Page 1 of 4 REScheck Software Version 4.4.1 - Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or.Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral.Ceiling(no attic),R-30.0 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:0.310 For Windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0:310.. Comments: Floors: :: . 0 Floor 1: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: 0. 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 bardermaterial,suitable film or solid material: : Air barrier and sealing.eAsts 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. ❑ 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)thefollowing 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. Project Title:THE OSPREY MODEL Report date: 1.1I20/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY:rck Page 2 of 4 (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 behintl piping and wiring. (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 R76. Duct Construction and Testing: ❑ Building framing:cavities are not used as supply ducts. F1 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 systerns.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 con nection.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 (1)Postconstruction leakage to outdoors test:Less than or equal to 1 f8:0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2).Postconstruction total leakage test.(includirig air handler enclosure):Less than or equal to 177.0 cfm(12 cfm per 100 ft2 of ff 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 88.5 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 withoutair handler installed:Less than or equal to 59.0 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 the1nternational Residential Code: ❑ 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: Lj 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: .: Lj HVAC.piping:conveying fluids above.105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 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. Project Title:THE OSPREY MODEL Report date: 11/20/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREy.rck Page 3 of 4 Where pumps operate within solar-and/or waste-heat-recovery systems. 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>1�5 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 V). 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 required labels. NOTES TO FIELD:(Building Department Use Only) .. Project Title:THE OSPREY MODEL Report date: 1.1/20/12 Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY:rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00. . Floor/Foundation 36.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.31 0.31 Door 0.31 0.31 . �. CoolingHeating & Heating System: Cooling System: - - Water Heater: Name: Date: Comments: Ter 1pParcelEdit Page 1 of 1 s s, 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 Mappa'rcel: 002 002 114 I Street Number: 40 ( Unit Dev Lot: :LOT 114 _._...__ Road Name: DOVETAIL LANE T/R l7 Sec. Road: T/R: l' Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) M� Date Added: Updated: ._.... tJpdate� Delete Add An�other�< http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 A WCGuid.e to Wood Construcdon in High WindAreas: 110nWh.Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' OSPREY MODEL COTUIT MEADOWS Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)........ ............;........................ ............ ..........................................................110 mph Wind Exposure Category..:., LI ................................... ......................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)....... 2 stories s 2 stories RoofPitch .............................. ...........................(Fig:2)............................ .......I..................12:5 12:12 Mean Roof Height.......................... ............. ...................:..........(Fig 2)..... ......... ........ ...........`... 18 ft :5 33' LI Building Width,W.................. ..........................................(Fig,3)............................. .........7.7... 44ft :5 80' Building Length, L................!................................. .(Fig 3).............................................��.;64 ft :5 60' El Building Aspect Ratio(L/W)........................... : .................(Fig. 4)... . ......1.5=s 31�� .Nominal Height of Tallest Cipeningz :................................... (Fig 4)......................... ................6'.8" 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 ..::................... ......................... . N/A ................. ......... ..................*........ ... Concrete Masonry................................................... .................................... .............................................. 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt S general ...... ................... 32 in:pacing .:.:(Table 4).....................: 0 Bolt Spacing from,endijoint of plate ... ........................(Fig 5).:................I.......................12 in. 6"—12" Bolt Embedment concrete..................::;.,;.::...;::.........(Fig 5)._..............v....................... n. Z 7" N/A 5 Bolt:Embedment—masonry........... ......................... .(Fig 6-5)................I........................._7_in. 1 PlateWasher...................... ............ ........................:. ..:(Fig 5)....................... ...... x 3".X Y4 3.1 FLOORS Floor framing member spans checked .......................... .:(per.780 CMR Chapter 55)........................... Maximum Floor Opening Dimension......... .............................(Fig 6)... ............ 4" ft:5 12'.............................. ' 9 Full Height Wall S.tqd-s.a,t Floor Openings less than:2'from Exterior Wall(Fig 6)................... :............ N/A Maximum Floor.Joist-Setbacks. Supporting.Loadbearing Walls or Shearwall............ ......(Fig:7)......................... .................... ft d NIA Maximum:Cantilevered Floor Joists: Supporting Loadbearing Walls or Shearwall..*................(Fig 8)....................................... ............ ft s d N/A FloorBracing,at Endwalls.............................. ...................(Fig 9)... ......................... ................................ Floor Sheathing.Type ................ ..... ... ...........................;..(per:780 CMR Chapter 55)..:................................... :Floor Sheathing Thickness:....................... :...........(per 780:CMR Chapter 55)...........................3/4 in. Floor Sheathing Fastening..... ............ ..................... JTable 2). .........8 cl.nails at 6 in edge 12 in field 4.1 WALLS Wall,Height L,oadbearing walls..................... .........................,......(Fig 1.0 and Table 5)..........................8'-4"ft 10 Non-Loadbearing walls. :...................................... (Fig 10 and Table 5)..... .... ................18 ft :5:201 Wall Stud Spacing- ........................ ..........(Fig 10 and Table 5).....................16 in. :5 16"o.c. Wall Story.Offsets .............. ....... ..........:..................(Figs 7&8)........ .......................L.:........ ft 5 d :.N/A AWC Guide to Wood Construction in High Wind Areas: 110 nWh Wind Zone Massachusetts Checklist for Compliance (78o cMR 5301:2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....:................ ....:::.........(Table 5) ......:..............................2x6-8 ft 6 in. Non-Loadbearingwalls ....(Table 5 2x6-18 ft 0 in. ...... )............. Gable End Wall Bracing' Full Height Endwall Studs.............................:.....:.........(Fig 10)............... .................................. ......... g :..........(Fig 11).: ft>_W/3 N/A WSP Attic Floor.Len Length......................... ........... Gypsum Ceiling Length(if WSP not used)......... .......(Fig 11)............... ......... ............18 ft a 0.9W [� and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. ..(Fig 11).......................:. N/A _. or 1 x 3 ceiling furring strips @116"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ..................... ..............................(Fig 13 and Table 6)..................... ..............7.8 ft Splice Connection(no. of 16dcommon nails)..............:(Table 6)............. 6 Loadbearing Wall Connections Lateral(no,of 16d common nails)... ............................( )Tables 7 ........:....:.. 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)............. Sill Plate Spans .....:.. ..................................::.........(Table 9)............: . ......................:..3 ft 0 in, s 11' _. Full Height.Studs (no. of studs) ..........:..........:..........(Table 9) ....:.. :..................3 Ef _ Non-Load Bearing Wall Openings(record largest opening but.check all openings for,compliance to Table 9).. Header Spans..................:.::: ..............8ft0m:s:1:2' p :................:... ......:.:(Table 9)............. ......... Sill Plate Spans : ........(Table 9).. : ......._ft—in. s 12" N/A Full Height Studs(no. of studs).........................:..........(Table 9) ...... .............................................3 . . Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building,Dimension,W Nominal.H.eight of Tallest Ope,ning2 :::..................... : 61-819s 6'8" :. :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)...................:..:...:....:.....................::.59%. . 5%Additional Sheathing for Wall With Opening>6'8"(.................: . Maximum Building Dimension, L :Nominal Height of Tallest Opening z.........:....... SheathingType ...........:................... .....:..(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 31% 9 g........:..: . ........(Table 11).....:..::. ......... �. .: 5%Additional Sheathing for Wall with Opening>6'8..........................:.:....:......:............ . Wall Cladding Rated for Wind Speed?...,.......:::............................ [� AWC Guide to Wood Construction in High Wind Areas: 110 h Wind Zone g mP Massachusetts Checklist for Compliance.(7so cMm 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.............. .......(For Rafters use AWC.Span Tool,see BBRS.Website) Roof Overhang i .......(Figure 19 2/3 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 1 Uplift.......... .......................................(Table 12)........... ........ ...................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)....7.. ft s smaller.of.2'or L/2 N/A . Truss or Rafter Connections at Non'-Loadbearing Walls I Proprietary Connectors Uplift............. ......................:....:...(Table 14).............................................U= lb. N/A Lateral(no. of 16d common nails).:.;(Table 14)......... :Roof Sheathing Type... ...................... .............. (per 780 CMR Cha ters 58 and 59 Roof Sheathing Thickness..................... ....................................................................5/8 in: z 7/16"WSP Roof Sheathing Fastening......... ..................................(Table 2)............. IlThe Osprey Model MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE APPLIES: Notes: 1. This checklist shall be.me.t in its entirety, excluding ahe 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.Guider a. .Steel Straps per Figure 5: b. 20 Gage.Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 1.7 .. .. 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 b:e.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: I10 n h Wind Zone g zP Massachusetts Checklist for Compliance (7so CNm 5301.2.1:.1)1 -WHEm THIS EDGE RES 1 ON RIlJd63G USE 8d NApS AT6bc. ' II 11 1 .. 11 It I .. .. .. .. t� 11 11 N 1 t 1IL .. 11 .. .. 11 V 11 11 M 1 . 11 .; :.. IJ 1 DD6ISI.F EA(>.E HAILSPACNJG 1 t PANEL_ See D000 on Next Page Vertical and HorizontaMailirig faf Panel Attachment AWC Guide to'Wood Construction in High Wind Areas: 110 mph. Wind Zone Massachusetts Checklist for Compliance (7so cNm 5301:2.1a)1 Uaq A. jT a , , xa u { FRAMING MEMBERS , , EDGE RaERMFDIAT£ V MIN. STAGGE RED. 3 r"MMd PANWV-EDGE DOUBLE NAIL EDGE SPAPIC DETAL Detail Verti.oal and Horizontal Nailing for Panel Attachment 1HE'p Town of Barnstable BARYSTABLE. Regulatory Services 7 MASS. Building Division plFO MAC A. 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location `?e �0 l/,f 7"94-G Z,5WZ_� `Permit Number_ Owner 0°T ifs S . Builder 5 /DE One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Y . G� /ter f S/ /V & — fc a W tr- l O C- z233 Please call: 508-862-4%8 for re-inspecti rr. Inspected by Date TempParoelEdit Page 1 of 1 6; j Ile .:?"F'9��.gy,g?�3.DW 6G'.F✓��'S ., Y �i+r ~�� �if^` �A � � T} .,�'� �✓ � rk5.>'N .,rye. ,::. " 5.." T. ..w.a.i'�.'�i."�,� ✓ce F„wax.k`s:wa, { 't� S „�G' ,.��,s.�"'...xar...,",....","�4;<„ .s�. c . � .x ,.,r � .. a « _.>>., .' h,� • r...s+J�R'c�mRob�ia:SA*Sw-u.�zo-t ' Logged In As: Wednesday,January 162008 Frank Schlegel New Pa rc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 1002 1114 g Street Number: 40 Unit: Dev Lot: LOT 114 Road Name: DOVETAIL LANE T/R: Sec. Road: T/R: 17' Villlage: 07 -COtUIt Part of M/P: MAP 002 PCL 002 I ]'MAP..._......._. ._ .-_-------- _ Plan Ref: jPLBK 617/69-75 (APP 7-62)- Date Added: Updated: �lpd�ate� Delete: �Ad`dAr�'other'�` http://issgl2/Intranet/Propdata/Temi)ParcelEdit.aspx?ID=Add 1/16/2008 ` Foundation Certification ion Barnstable, MA Prepared For Lot 114 N 40 . Dovetail Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering . & Surveying Flood Zone C ® FIRM Community Panel Number No.` 025551 0021 D OWNER:. Cotuit Equitable Housing, .LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association; Inc..® Deed Engineers and Land Surveyors Book,23161 Page 59 78 North Street, 3rd .Floor Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Hyannis, MA 02601 Minor Modification No.. 1 ® Deed Book 22249 Page 282 Phone (568) 771-7502 Fax - (508)-771-7622 Joe"Number 200.5-214 Scale 1, 20' 01-03=13 Co LOT 114.12,846f &F. Is, ,o 81 s 0.29f ACRES /2 A��sh N Sao IrR, �^ ^off. � ^• o a° .00• ry4Y ¢>>3, M o 9�, HOC O�NOq� r°ry �� o oAoN o 9 0,y ss8, 8 2,3 A r. ,�R ..^. Nam• 0�M1 1s9, . Irb sj 3 _ry�L Nk %K /0Ali 2y 4, I CERTIFY THAT. TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN, f COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK. REQUIREMENTS (20'/10'/10') :AS NOTED, IN TOWN OF c���P��H OF Mgss90 BARNSTABLE ZONING BOARD OF APPEAL,No. 2005-082 (DB 21069 Pg '158) IS LOCATED IN RELATION TO SHANE .tiN PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT'LOCATED WITHIN A M. o ' SH NE M. SPECIAL FLOOD HAZARD AREA. No.45917 THIS PLAN IS NO TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. moo , oQ REGISTE 'PROFESSkAL LAND SURVEYOR BAXTER NYE ENGINEERING & SURVEYING DATE TO, 0 rjARNS TAD L� , a7. L as 'f ti t GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS.- ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION 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.EC. (AREA OF CRITICAL. ENVIRONMENTAL M __ CONCERN). � SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED Z '/ PROVIDE (1) 6' DIA. x HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS 6' DEEP LEACHING PROTECTION ACT REGULATIONS (310 CMR 10). BASIN W/ 1", STONE SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP SURROUNDING (OR / MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS.' ALTERNATE EQUIVALENT SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER h VOLUME OF 289 CF) 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES CONNECT ALL ROOF DOWNSPOUTS To UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, p LEACHING BASIN REGULATIONS (321 CMR10) ' v SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER 6 X RECHARGE PROTECTION AREA 5.5 ti`V OT 114 s '' oA - 12,8�.F. fir* , F4, .o 0.29t ES ���,� •41 so gc CONSTRUCTION NOTES: 65.0 o R�.0 ,; 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE \ ^h SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL. HEREBY APPLY TO THIS SITE PLAN. \ 2. h 66.10 ALL GRADING, DRAINAGF, AND UTILITY NOTES ON SHEET C-5 FROM � 66.0 y ,r� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, O *o• ARtow •�� s \ DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. Epp 3. SEWER BUILDING CONNECTIONS. - MIN. COVER SHALL BE 3 FT. 66.2 S 66.25 - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES o ♦��• 66.25 ; SS AS REQUIRED BY BARNSTABLE DPW. 66.0 �' c ?io, S INV.="8.81 MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. X �� � 63.0 ' S �\ �� O1ryo O� , 65.5 c �Ox 65.5 � � �C �► 65. �O�Q VEGETATED '12" 66.0 .ry^' �'' Cotult Meadows Subdivision DEEP RAINJ CURB � GARDEN 1 5 y h ^���; Cotult-Barnstable, Massachusetts STOP T STORAGE)5.0' ' j PREPARED FOR S64. \ � BOTTOM=�4.o , O - OUT COTUIT EQUITABLE HOUSING LLC R 0. Box 95 \` DEEPlAMMD RAIN 12" \\\�\ Centetivllle, MA 02632 GARDEN (125 S�B� 6,40 I� TRLE C.F. STORAGE) . Site Plan TOP=65.0 \BOTTOM-64b C ti8 S Lot 114 ~ 40 Dovetail Lane S INV.-57.53 BAXTER NYE ENGINEERING & SURVEYING c S Registered Professional Engineers and Land Surveyors c \ 78 North Street, 3rd Floor,Hyannis,MA 02601 6SS , Of Phone- (508)771-7502 Fax-(508)771-7622 c C, \ R. _ I L SMH 1`s O� 74 20 0 20 40 \ INV-oU 58.39 c S 3�t SCALE IN FEET SCALE. 1" = 20' DATE. 11-26-12 \ REV. DATE: REMARKS LOTm 114 0: 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214