Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0021 SPRING BROOK LANE
� � A ' Town of BarnstableRECEIPT ` EARN 200 Main Street, Hyannis MA 02601 508-862-4038 16sq. Application for Building Permit Application No: TB-17-3658 Date Recieved: 10/21/2017 Job Location: 21 SPRING BROOK LANE,CQTVIT. Permit For: Building- Alteration INTERIOR Work Only.-Residential Contractor's Name: State Lic. No: Address: Applicant Phone: (508) 360-0832 (Home)Qwner's Name: LITTLE,MIGLENA Phone: (508)566-1967 (Home)Owner's Address: 21 SPRING BROOK LANE, CQTUIT,MA 02635 Work Description: Finish upstairs room for home office CD S 0 fj L Total Value Of Work To Be Performed: $500.00_ -- Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation,insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' 'Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a'representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Miglena Little 10/21/2017 (508)360-0832 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : . $500.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $35.00 10/21/2017 $35.00 Paypal Paypal .................................................................................. Total Permit Fee Paid: $35.00 45 ` THIS IS 11( T A PER IT � 4%, m TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Q_-MA;�,j Map Parcel OP I �� TI W OF pp ����STABLE A lication Health Division !;' :" ? ( !0: Date Issued Conservation Division Application Fee Planning Dept. s Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project'Street A dress (�I 1"��it-Yr' 31-azz A) Village i�> 9 Owner.' ��(/Gj N �j�7% Address 54-n4 F Telephone .Permit Request ��'��"�` fiy/N1�OL✓ /S CoN� r�&Oyp_ Square feet: 1 st floor: existing proposed 2nd floor: existing - proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 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 ❑ No On Old King's Highway: ❑Yes. ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ 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: ❑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 Telephone Number ,Address I Sari NG X Gti License# Home Improvement Contractor# Email yYl/ 2 yi v(�i�� -�_c!:5dw Workers Compensation # ALL CONS RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO zl °SIGNATUR \ DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL e PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ri I DATE CLOSED OUT ASSOCIATION PLAN NO. The Comnramvealth q fMawadr=et& 600 Washzrrg m'ifreet Bastotq,HA 02HIT.. IffMEmasmgmlaia , Wcwke& CumpeusaficnIBsm-axce ffihvit Bugdei-s/Ctmtx-aeba -s)Elwfri� hers_ AMUCant TMfarmat of -Please Prlxd rare you an employer?.Checkthe appropriate bow Type of project(reg3iXed)- L❑ I am a emploper wih 4. ❑I ant a general confmcbx and I • emglrsgees(fuM anifor paw-time).* lrage Ifi-edSie sulr-camas 6. El New comsttuotiou 2111 am a sale pmpaetar orparbmr- fisted Ontbte atbmhad sheet p- ❑Ran deHng ship and have,no employees . Thew sdb-caafractars have Fx ❑Demo,16-on. , wad-lug forme im any capacity employees andbace wogs' 9. El Building addifioa [No Wadom:�'camp.insmar,r-e camp.iMSnMnCM j 5. We are a corporatiam and its 16-❑El�ical repairs cr a nus officeas have esen ed 3�Iamabomao�er doing allwork 11-015umbiagrepaisormd&fiams my-self[No worbaecs'vamp- IiE#of ememption per M(ff- M❑Roofrepaim L imwmancereg;led-j i c-M§1{4)�andwelaveaan eaployem LNG WQAM& 13-❑,,o&er cow-in�MTire&I �,�atpapp�Hsatcbects'Sozrla�stelsafiIlo�thesec�oabcTax�g�es•a�adcea'm¢ap�•m++�,,,pnycgi�aob . I araers saltr�ris�daeu`i i�g t � wa�csnd�ea3 xea�sieleeoahve�samstMffM*anem2Mdamtmd1rW6n sac'fi AMM=UbM$xst clnecicfia,bmc must aft=.ddiS�a1 slxeel sfio�gthen oEthe sit-cam-M=d sl�etrhe oraatfhnse hs� • ea�loy�.7ff3�eso5-cmmt�d�sv�e�s���stFxavide-tl�s '�m.P-g�5�� • I am all empLayw t7iatis pratnrIirtg ycarrkets'compemdian utsruartca or Y amprfa Wan HOTMS is:6ce pa&cp amd jOh srte €nfMmatfnn. ISSaumCb Compauyl'. 2=: .P RCY 4 or Self-ins.Iic. aDaie_ Jab Mfe tl ddresm CitgJS Attach a cuff of the warkers'cbmpensa$Qapacy declaration gage(showing the poficp giber and expiration date). Failare to secure coverage as tequiredunder Sew 25A of MGL m L5-7 ca a lmd to(fie imrpositiaa of ctiutmai pemlti,es of a fine up to$L 50D-OO atWor ono-yearimprisonment,as veil as civil pemal9P in the farm of a STUP'%URX ORDER acid a fine t o€up,to$250DQ a clap agaiust ffie violafur- Be ad;dsed gid a copy of th s sbiement=yba ferried to flue f]ffice of 1mvesEFgalioms ofthe DIA,for fi=mxnw covemp venom. Ida JrazfIy er&Apainsand � thatffie i for madmp.ram&d ahm h and correct Pig 5b -360. 02fdat am anry. Da lure ware in ffds 4mr m4 to be cattrp&ted by city arfmrn OfficrQt City or Town: Lxsaarg Aafority(cork one): L Boar d of r.leg Department 3.C Hylruwn awk 4L Electrical hmpeefor S.Phmabing fuspedtor C.C"her Contact Person: Phona;9- - - 6 1 1 11 i t 1 1 1 1 i t �.m a.. _( inn ••►w u u .• .- •'.l•er■. .onu s■ .,.■o. „� i. . .+uu 'at Y•Y.1.1 U 1■ i. \:a•pI .■a -.)I • ■ win INDIAN . ■ y.as . .� .a■n r■ : �.0 u n ■u: ..■ n.aw na. .•1..wrn■■ rrl .• .n u■ u ■n r "_r- a■nl n -u -•• •t n•t ' • n •u ra..r n■ _u/ n u nn_ is- - n :.:+ur.••.. • _ • r: �• .+nn ••r u ■■" ri • \ . ■r- • :n u• u■_ r.■ n rw■n. _ia.•Nrn n■ n •i■� -•r- iiBINIVALWIMu /• n: gnu ■ .. :•.. it •...� �. _ •. I ■• 1•1 .-'II a• n II ■[.11 ta1 r" .■.:a ■n r■IL :.[■ ••l• �Y/ i1 r r).1 .I n • ran.%111 • ■." •al_' . :t.■�,r ■■ ra.l. r• .rw.7. 71 .■ ■...1■Itd1...r' •t■ ■ .r■•■ •1 - ..n •'.■. \n . 1 /••- I.n� 1■aw" ■ •.n t. J •■n■ U .■1 ■t/ .l.UMILIVI.1/i ■■rt -I. ..I ■. .r/:11 , ■ .■ ^[■t/ /•■.rU • 1��n i• ■. • .a■ ra.lr .•r 1L'. .•n1r . . rnr- ns - •- _ ■ ,/ _ ■ �f a •- tl t n 1 . I' ■ ILYrI�V. a n r■.Y. 1 Y •1• a n _ 11 7■ ..ain■ . . ' . ■ ■ •✓ ■ " ■ I . - .. . .a 1 r, -ar ■ -• .�.. r 1 ■ll ■ . .r- .' al nr ■. Ii - ■ • ■■t.an- I / � ■.n■w .:.:. 1n.{ n" •■l,,tl■t1••�1l, ■• .[, • Iw .■ l,r. l.. Y u. ■. C■r n . .0 r•t ■.r 1\t l, .rill,■n.n► • \1■1 •'•I■. tnit _r►ra r• r■.n rl,au.. at is .:u 1r ■.• ■rr, at +.r/Ilr, n l,- r•■P .r■u .nn.•■1 ■ • r: I i r1" a r1 i .•n- �■- ••►��• ■'1 •1•• t• ••■a Yl,a.at/■ •■I■ ■ •1• t. ■1 ia1 r t■•..:a r • .■ ►■nu _.n t.n1► .e n r. r, -n■ •.m ■um a a _ n1 ar• r. •pIP-■■t w .l nt■Its. r t a u rw nl, Il, a• rnu .• •n:+ a.n u n n a■ •- nan.r • ..1 n� .1 ■• �/na r/ a rn •■,r ►nnu.�■w.I m n n .0 rJn• • •r _ •• ra m rt .■ t u. u i■e_ 1 u. • \an■Illr\ n n- �ra_I m r,n . ■nt p_ . -nn.r. a ■- ■ r l,• ■ nJ u- J.1■■r•.•n n iI" •rnnmolmn r:In• �/•�I�a ■ • u- /rr.■ ■n�■ • • t .. a r■rn �. n •.r■n ••r war •■.n�a Y •)■ r• 1 . I r:I ■. �r■.1 n1 raI ■■ ■Itn!.r L[�/ • . - I■VU r■ 617trl,.■. ■\1 / ra ■t t 1• \a d■ .1• 1PIn•r /U n _a/al .al•.n- U ■�■ .. r u r•nnn • K 1 n in ■■' •■i.■ •1 .811199 r1 :■■. 1•11/!►. -'J r 1■ r■a n1 ii■ ■. •7 • • u _.n/• t • .a a 01 ru n u+ -•tin n Our- r a••.•:.nur ■_ a rau,r. ••r _ _ r u. i7 l, n r r1D rr w1 n1n■!. ••u 1 1 . sa.�t : _ -l:� .an■1 ■D ••• 1 1■■ ■.:■t■ map r■ i\_, t■ a ".r n t. ■l,Ir ■�•II 1■ if1 as r n ■•..• 1 l, a a rr■ •n N I• Y.■nl,�■ .I 1■.It.•r - . n■. 1 •■ 7 I■ t.nn ■ten■ l • ►rl .. ri11 U .a r11 1 I• .1■►■ la .n •.YII�•. . ►\t■Ia■/r w. as a WID Wit 1■ •ten rt w •1 .ri •[I � ra■n �. t. .■111r r1" ■.■ ■■\. I ■- � �■ • I •.+.•:n m •••a \ .� n n_n. •1 1 n _.•_n r u .r. r...r .n nt .n a a.■ ■ •.• I_• .n •a:.■n. �.- �r••1 mat :/u rw r r.t.n _n. r nnn.r ■ r•Nina..r ..,d n r :ww. r ■��rti .1 i ��.Len■• Iu• ■ _� As s r �a_• ►a .s_ • • AWC Guide to Wood Construction in High Wind Areas:110 mph.Wind Zone Massachusetts Chec'kffst for Compliance(780 Cox 5301.2.1.1)1 C( Cbe k Cee 1.1 SCOPE ompum Wind Speed(3-sec,gust):.............................:.......::.:.................:._....._ ............110 mph Wind _ nd Exposure Category... .._.................:.........................:...........:....................................................:..._:._B 1.2 APPLICABIUTY Number of Stories ...............:.... ................_...... _..(Fg 2)...... stories 5 2 stories _ RoofPitch .................................... :(Fig 2)............,........:............... ......... 51212 _ Mean Roof Height ........... .................::.............._............:............(Fig 2)_............:..................................—ft _<33' BuildingWidth,W.......................:... ................._..._..........(Fig 3).....:.................._......................—ft 5801 BuildingLength,L ........................................................_.....(Fig 3)............._....... _ft s 80, Building Aspect Ratio(LNV) (Fig 4)............::....:... <_3:1 - Nominal Height of Tallest Opening2 .....:::..... ....(Fig4 s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.............. ..(Table 2)..........::... . 2.1 FOUNDATION Foundation Wells meeting requirements of 780 CMR 5404.1 Concrete...........................:................:......... .... ...... .. ...... ConcreteMasonry.................................................................................................................................... 2.2.ANCHORAGE TO FOUNDATION1'3 Y w 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an aitemative in concrete only . Bolt Spacing—general (Table 4).........::..::............ in. ......................... Bolt Spacing from endfjoint of plate (Fig 5)............_...--.-, m.5 6'—12" Bolt Embedment—concrete.........................................(Fig 5). ...................................................... in.>—7" Bolt Embedment—masonry....................: .... (Fig 5)-__-..................................... in.Z 15" PlateWasher...............................................................(Fig 5). . . . ..._....... ... ..a 3'x 3"x 3.1 FLOORS Floor framingmembers spans checked p ........:.. ......(per 780 CMR Chapter 55)............:.................:.. Maximum Floor Opening Dimension_...........:. ............(Fig 6)..:..........:.......... ft s 12'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fg 6)..:............................... _.:. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.............. (Fig T)..................... ............................. ft 5 d Maximum Cantilevered Floor Joists e Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft 5 d_ Floor Bracing at Endwalls.......................I......................:..(Fig 9)......................,.................... ................ Floor Sheathing Type ..:.::.:..::...... .... ....(per 780 CMR 55 Chapter p )....... Floor Sheathing Thickness........._.......................................(per 780 CMR Chapter 55).:........::.:........ in. . Floor Sheathing Fastening...... °°(Table 2).._d nails at in edge J in field 4.1 WALLS Wall Height .. Loadbearing walls ..................(Fig 10 and Table 5)................ ft 510, Non-Loadbearing walls.. .....(Fig 10 and Table 5)............:... ._ft s,20' Wall Stud Spacing ......................... ......................(Fig 10 and Table 5)..._...._........._in.524"o.c. Wall Story Offsets ..........._............. (Figs 7&8).......................................... ft'_-5 d _ 4.2 EXTERIOR WALLS3 ' Wood Studs Loadbearing walls (Table 67 _ft• in. _ -Non-Loadbearing walls:................................:..............(fable 5) ...2x - ft in. Gable End Wall Bracing , Full Height Endwall Studs.........................................(Fig.10)............. ......_...::..................................... :.: WSP Attic Floor Length......................:.......................(Fig 1 i)._:........:.:.......... _ft>W/3 Gypsum Ceiling Length(if WSP not used).....................(Fig 11)...................I........ - ft z 0,9W _ r 2 x4 Continuous Lateral°Brace @,6 ft.o.c...(Fig 11):.................:. ...... Bauble Top Plate - Splice Length ........................................................(Fig 13 and Table 6)..............°.....__........... _.._ft €, Splice Connection(no.of 16d common nails)..............(Table 6)................................__..........._........ AWC Guide to Wood Construction in High Mind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance gso cmR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of encinalled 16d common nails)..............{Table 7)......................... ............................ Non-Loadbearing Wall Connections Lateral(no.of endnalied 16d common nails).._...........(Table 8).............._._............................_._... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ................._...............................:...(Table 9)................................ ft_in.s 11' SillPlate Spans ..................................................(Table 9).............._................_ft_in.511' Full Height Studs (no.of studs)...............................(Table 9)......................................................... _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..............................:._ft_in.51Z _ SillPlate Spans...........................................................(Table 9).................................. It in.51Z Full Height Studs(no.of studs)............_......................(Table 9)................................................._.... Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................. _............................................ _5 618' _ SheathingType................_...........................(note 4).......................I...... Edge Nail Spacing.........................................(fable 10 or note 4 if less).......................... in. FieldNall Spacing..........................................(Table 10)................................................. in. _ Shear all (no.,of 16d common nails)(Table 10)_......................I... ...................... Percent Full-Height Sheathing.................._...Jabie10)....................................................._/o _- 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)........._.......__. Maximum Building Dimension,L Nominal Height of Tallest Openine.......... ..................................................................5 6'8" _ SheathingType........................................_..(note 4)...................................................... Edge Nall Spacing................... .................(Table 11 or note 4 If less)........................ in. —_ Feld Nail Spacing...............:..........................(Table 11)......................................._........ in. _ Shear Connection(no.of 16d common nails)(Table 11)........................................................ _ Percent Full-Height Sheathing.......................(Table 11)........._....... ................................. 5%Additional Sheathing for Wail with Opening>6'8"(Design Concepts)..................... — Wall Cladding Ratedfor Wind Speed?.................:................................ ..........:.. .................._...........I....... ... 5.1 ROOFS Roof framing member spans checked?..............._......(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft 5 smaller of 2'or L/3. Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift.................................................(Table 12)............................................U= pif Lateral .. able 12 .........................L= pif .....(Table 12).......................... — Shear......................................... ..................S= Of _ Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T= pif _ Gable.Rake Outlooker............................. .......... (Figure 20)............ _ft s smaller of 2'or L 2 _ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................ ....(Table 14).............._............................ — Lateral(no.of 16d common nalis)...(fable 14)...............................+...:.:L= Ib. _ Roof Sheathing Type......._..........................................(per 780 CMR Chapters 58 and 59 RoofSheathing Thickness..............................................................:....._......_........... in.a 7/16'WSP _ Roof Sheathing Fastening..........................................(Table 2)........._..,..............._............... _..._.... Notes: — — 1. This checkiist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 530121.1 Item 1.If the checklist Is met in its entirety then the fbOowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17. e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2.in,nominal thickness.pressure treated#2-grade. Ff'vad Corrsfi,aa6dtt£rr f{ �fr k1rnd fr'arrs_110 m.F Fr f3{rud 4q a Massachusetts Checklist for CampHa ice cma chf iz-,aDifj:i)r 4. a. From Tables 113 and 11 and lacafion of vrail sheering and gu dmg Asped_f mm,determine Peraz=a7t FuMelght Sheaf mg and Irla�Spacing re fs . b. Wmd Sbruck al Panels shad be minb=ffiidrne m of 711 r and be bs &d as fotlom L Panels shall be installed Wr 9reng1h ors pm9ml fn studs. I All horknfsl joints shall occur aver and be marled in framing uL- Dn single sinfy mnsirucfinn,panah shag be afiached to botbm plates and tgp.inembtsr oFihe double —-- -___-- --- On fi.sinry n st„►5on,,ipper parmakshal1badffaed,fold bp member-of theupper double top-- --- phda and In bared joist at botfnm of pane-L Lipper ataduent of lower panel shad be made is band joU and loweraffadimerzt made tD lowest pfafs at first flonrframing. v. Hr)riznrrlal marl spacing at dmNa top plates,,bandlols�and_*r =shall-be a double rrlw of ad - 'Oaggered at 3 inches on menfar per frgures bellow:Vmlml•and Horimrdal NarTrng fur Panel Attiaf meat 5- Gfaing prufz fi a)Ttr w house orhDri mr t daddYfion—required ifprojecfl 1 mule ordose•to shore en (9 eralfy,s-vufh of Rfr;29 or north of Rfm-E) - � b)ver'Srrrl add-mon-not r�ut2d t.rriless fl�ere is eve rsnova5on in$�e -floor c)replammerrtiWdows—needs eneW mnsetva m icimj:;farrc�only(chap 93) - FL Wood Frame CorisfNcgon Manual(1►i►1=Chq for 110 MPH,Exposure B may be cib nedfrnm a Arnadmh V�►aod C�uncxl (ANC)v�e1�s v ' - � 1 'iL6SSdrS431$ > • t • � ii it �• �- Q v - VC c k Ll II L [ I am If I[ tr ,� [ [ C L IL [i - ; • IR nrri�., Pd d''ii �_II ' - F [ IDSFLst7tatsavtT� i >uIL �; l► i • t it ri. - r. i [ it M1 .it ' �PF�r3_ J- - •' �� `lam - �: n�"-"a��tyaR'�n=c5?fiC&t't� y Sea DaW on R�nd Page - - VerScal and Hniimnial hear .g l]etaD - - • V for Panel Aifacf�rt ' ��I and1-for2-�rrf3[Nailing k*Panel Affsrhrttarit _ Town of Barnstable Regulatory Services } Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must ' >Coinplete and Sign This Section If Using A Builder L I ,as Owner'of the subject property hereby authorize to act on to behalf,: in all matters relative to work authorized by this building permit application for, (Address of Job) * are the responsibility of the a licant Pools Pool fences and alarm p ty pp are not to be filled or utilized before fence is installed and all final . inspections.are performed and.accepted. Sig of owner #` - Signature of Applicant Y Print Name Print Name Date -„ , . . • .. -. -; r. - Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services = dF Richard V.Scab, Director link Building Division =""'�'• Paul Roma,Building Commissioner WASEL 03 `�'� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 509-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print �I)ATE: / - t JOB LOCATION: Z/v �oZG number street vil e ""HOMEOWNER": name home phone //# work phone# CURRENT MAILING:.ADDRESS: , �V city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum'irispection procedures and requirements and that he/she will comply with said procedures and re Si fH&6ovvner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. ' N TOEIN OF BARNSTABI.E u o Ito FES ! a AMl0: 33 � J � � n .� Z 5 o 5 0 �w In sn.t scan- 6.-0.' 8._T.. g•11^ Z . w Li 0 mao �s W N r: _ — BATH ` V VN 1 — -- = b e ao _. —.. . = Z 0_ LIN .f� 4 W ' — — ;ICI a tr i '6 FINE LINE m 2b 2b =6 ..... _..., - b4xsr 9. ARCHITECTURAL ON DESIGN —.- o- BEDROOM BEDROOM _ ....: cARrBr . _ __ _ _ .. � 508.420.1296 --- ---- B WEST BAY ROAD _ P OSTERVILLE,MA 02655 KNEE Y1ALL - - • , -• ..: ''Qnn (off W. 5ECOND FLOOR PLAN a. SCALE:1/4"=V-0" ' SHEET ' r 4 JOB: 1608 . DRAWNBY: KW " DATE:' 4/10/18 ' N N , ox _ _ --- _ n — - -' - -- = -= La .� U LL_ --. - = W O_ - — = - - _ _. _._ _ - — —- �II y n J W -_ — m La mo M a FRONT ELEVATION FINE LINE SCALE:1/4^=V-O' - _. ARCHITECTURAL DESIGN _ - 508.420.1296 - _ 8 W EST BAV ROAD OSTERVILLE,MA 02655 .-_.__... .....__ .._----._ __ _._ r - __-.. --- _. _ _.. _ w - .. to O N .. N W SHEET Al REAR ELEVATION SCALE:1/4'=V-O" JOB:- 1808 DRAWN BY: KW - DATE' 4/10/18 ' • N V � N O ..nn W I n' z w o (� in z w JUW Li 0 m LLB N n w In --- m o LEFT ELEVATION RIGHT ELEVATION m m a SCALE:1/4•=T-o• SCALE:1/4•=1'-0• FINE LINE ARCHITECTURAL 13 DESIGN •. TYP.ROOF . Q 4 , 3x10's a 16'O.G. RSB F.b.1HSU0. YNRRIGANE GLW - R50 F.b.NSULI - FASTENERS AT ALL •- 5/B'PLYYIOOD SMEATNNG/ '','I.1 3x65 0 16'O.G. RAFTER/TOP PLATE ` ASPHALT SHINGLES - JUNLTIONS TYP. _ ' tx9$TRAPP b 508.420.1296 Mn GYP.BOA WND BARR�R 8 WEST BAY ROAD AT ExT=X EDGE of EXTERIORYV.LL OSTERVILLE,MA . - HALL BATH TOP PLATE 02655 13 13� BLOLKN6 4'-0'O.L. W 3x105 a 16'O.L. - 3x105 a 16'O.G. M FIRST TWO JOLT J TYP.EAVES BAYS FROM 6ABIP WALL - O C, FASCIA/1x4 SECOND MEM W BER _ I i , LO n NTINVOIF YENIMb DRIP EDbE Ufa STRAPPINb - lx0 FRIEM BD.IY/.BED MMLDN& 13R W TYP.E%TETW WALL Q 3xb EXT.s1vD5 a 3a•o.L� FOYER .,. - ,KffGHEN r � ry Q 111 b"R31 F.6.IKWL/ 1/3'PLYAJOD SIIFATNN6/ TYVEK WRAP/YLL.S.N6 M �I -0• FNP FLOOR 7 09B SUBFLOOR R5p F®93GLA55 INSUL _ ���llll J F -.(. 3x109 a 16'O.G. Zx105 a 16'OL G Q TYP.FOUNDATION WALL Pr 3x105 a 16'00. 3- P.T.ENDER O 4 3 '3x13 bIRT 4x4 P. POST P.T.$ILL ANCHORED 30'O.G. METAL POST ANCHOR 12'S0N0 1 6•xT4 CONCRETE BASEMENT : ' - 13' TI1BE'P@t TYP. a U DAMP PROOF BE GRADE W tOktb'GONiNIld1�FOOTM6 .:. 1/3'LALLY W LOWMNSi.:• 'B: 6•' i NOTE: S 1/s LONLRE E SLAB 44l� 5/6-ANCHOR BOLT5 b MIL VAPOR BARRIER - EMBEDDED T SPADED 3D'O.L. '13"FROM LOfWER9 � .........:.... .....� ... .. -. .....-., SHEE T VIASNELS 3N3S 1/4' tO _ _ A2 SECTION "A" .10B: 1608 SCALE:1/4',T-0' DRAWN BY: Rw DATE: 4110116 N tC N O a-0• T - s-o• - Q 1..1 Li o . _......_.. z > __... _.. 1..1 W 0 - •....... - Z .: - --_ LL w d m _ O a _ �g W - -� - - N f- - �.:� --- '�' 'p ........ W 00 v m M a n",n PC o 16.O.a. I ABOVE KIT EN � DINING 4 s2yba• 21 FIN E L I N E -- --- i.'wLLcarom I g - - ARCHITECTURAL ' STAIRS I ,• ----- 2° DESIGN 4 244DH2649 GARAGE - 26 OI - t •-0' _ n S]'xST - ^ 4-GONOREfE SLAB - 16 Y- [� n i Prr HTOMW2�DOORS (9)9 'LVL ABODE FIJf�11 1/4• - T T v 26 508,420.1296 8 WEST BAY ROAD - _- - OSTERVILLE,MA - ,. 02655 Q B = 26 LIVING cARFBT 4 244DH2650 . — � 32X60• - I Txa O.H.DOOR 2'-4• 4 J 14' •-6• 16'-O' .- a W n v O SfMMTML5HBSTAb • , :p O HARROYi M14LL DRAGN6 = A 1 Z Q a w 2'E' -O• 2'-w 4'O 6'-0" T-0• T-0• 6'-0• -0• 48'-0• SHEET FIRST FLOOR PLAN ecALE:114•=1'-0• Joe: 1608 DRAWN By., KW GATE: 4/1d16 N m E(TBdD NOR TO CORNHt OBL TOP PLATE + RAFTER 0 16'O.L. 7� OG i� c RILL HbT.ST1DS + ~~ Lo Lj NNL TOP PLATE { APPLY SIMPSON MSTAID CONNECTOR H2.5 0 EA.RAFTER �/ J I% YV 2 ROIYS OF 16 NAILS /I� ON THE INSIDE FACE OF HEADER 9"D.G. ! � • TO EACH JACK STUD NAILED Ed COMMON / NEADEL GONTMUOV,NEAPER TOP PLATE 'Wl. e 9'O.G.EDG E AND FELO f f, GORNEIR TO CORNER • f X . OVER MULTIPLE OPE1M65 O W 1. 1 U {y OOORTRIMHERSNOS =/� 0• W W SHEAR ALL COMPLIANCE. O RAFTER TO PLATE CONNECTION 7 W= 1196 OF EACH WALL'RUN sGALE N.T.9, 2-5/b•ANCHOR BOLTS VERTICAL SHEATHING WITH •w/9'xV PLATE W ER5 - Q ` n EAG1 NARROW.YWJ.sEGT10N -I. - NAILS 3' 2'FIELD „ I- - ..:A.. (4 PER F)tbd.NAILS PER FT BOTTOM PLATE _ L= 24%OF EACH WALL RUN DOASLE Raw U) W Il) VERTICAL SHEATHING WIT EATHINH - STA &EZ NAILING vi bd NAILS 5'EDGE/12'FIELD wo BOM PLATES - (4)1(d NAILS PER FT BOTTOM PLATE ! , / 2xb VOL TOP PLATE '„ Z IM y m m (L FINE LINE STRWTUWIL PANEL / NAILED w OOMMON ? i r% ARCHITECTURAL ONARROYV YVALL BRACING AT GARAGE DOOR Mro GMFEiD ...../ f D`E SSI GN 508.420.1296 8 WEST BAY ROAD • VERTKA+L - OSTERVILLE,MA 5TRU TURAL PANELS fT 02655 STA&SER DOUBLE ROW BREAK ON SECOND FLOOR lr l _,r! ALTO DOTI,PLATES JOIST / ' • f 216 DBL TOP PLATE '• .f J ; r !; _ SECOND FLOOR LJ N a ,r 1 RIM J05T LA\Y}(• 3 VERTKA,L r !( r vHZT1CAL s !P t 0/ ,Y O 5TRXTURAL PANEL J J ! 1 r STRIIGTURAL PANEL - NMLEJ ed COMMON !f /I! f 'NAILED IM COMMON e5.O.G.EDGE /r - .AND]GMEDF G lI✓ T� AND12'M FIELD , f: 1 fi f.r J frO � _LE_ a N 5TA .ER—LING f f r/ s. /" STAGGER NAILING W INTO BOX AND 5" l.i� 1f fj / INTO Box AND SILL C'.'p�;�+' � w _ , � { u - SHEET AG � n .I '1 OFULL HEIGHT SHEATHING-SINGLE FLOOR OFULL HEIGHT SHEATHING-MULTI FLOOR SCALE:N.T.S. SCALE:NT.9. JOB: 1608 ORAWN BY: NW DATE: 4/tOH6' �F�HEe Town of Barnstable Building Department 200 Main Street OrEOMn+° Hyannis, MA 02601 Tel. (508) 862-4038 .,., i Certificate Of Occupancy Permit Number: B-16-1192 CO Issue Date: 11/1/201.6 Parcel ID: 002-002-102 Zoning Classification: RF Location: 21 SPRING BROOK LANE, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY Permit Type: Residential - Single Family Comments: ; ....... Date; Building Official �06, . Jt�U ,I e:a.oT laZ S,�t f'Ail}vCrS; NC; 30>; IMA IIL�IJ�AT ! I' - 023 1l�;CF. tl 'iCATI(,1N-_PER 1ECC: 3.03.1.1 BA:"r iNSUL;a"flC�t�t Exterior�ti a11tt5; TyPti:-- Cj t viantlfi`a:turi.-r: �_._ R-value: 2•l Extr�rior walls {o;.}fir): interior WaIIS,/Stairweli- _- •l_y�E_' I �dSei"lt''Yt Ceeiiii�.'fi.g- - ryP t il,r t,u r: 'I-It Ceilir, �- Type: �= x" ZE: ( �t'•l J.O A . -._,___Ma nuf ac.,,urer; )! ? i'_j e3 - - _ LOSE) J r Exteriix waII's: ;Type: Settled Thickn�fa led t1}iG4 ,r���;' __, Sett1l?C I� \I'iUe __... �.OI�EfajiC'Area - _ It}ct lleu Clensit• E.ot Cetllnr UfaL Uter: 614,Ev0 5e t .c i hick �Ss: /S _ - _ 5etrlec ,< �` in`tall'a+hic4r e,s: S C i.erac .glue tllLas; t _ Tyra S!'ttled 7 h.i Cn� J _ _r;9a tl`aciu Er: .. - t1e!Yk va UV.C:f�a e 3 JP l(je: Nunnh Cr o1 rls f Ur MAP tr1.5 ;R r�xiry; Bit ME F'roducty ': ,,, n Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 21 Spring Brook Lane Rating Date: 10/27/2016 Rating Number: 28963 Cotuit ,MA 02635 Registry ID: 464266577 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 15.5 $445 28% General Information Cooling 0 $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 3.4 $200 13%. Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.1 $922 59% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features Total 35.9 $1567 100% Heating: Fuel-fired air distribution,Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.39 EF, 50.0 Gal. Criteria Duct Leakage to Outside 45.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 68 cfm, 23.0 watts. 2009 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes 2012 International Energy Conservation Code Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-40.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 517 Clg: 517 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 296 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. .d u"-v'axs®4A:YnPF�s2a3p.SZY6•yyeAii„Wepl[vpy 00 a a a- to ;L. Home Energy Rating Certificate Property TOWN U B� jr),n ALE . Bayside Builders Rating Type: Confirmed Certified Energy Rater:, Andrew_Popielarski 21 Spring Brook Lane Ratain Date.: 10/27/2016 Rating Number: 28963 w Fb �' 7 1 l�rl � Cotuit , MA 02635 ` Registry ID: 464266577 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 = V1S1)N' " Efficient Home Comparison: 43% Better Heating 15.5 $445 28% General information Cooling 0 $0 0% Conditioned Area 1356 sq. ft. House Type Single-family detached Hot Water 3.4 $200 13% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Lights/Appliances 17.1 $922 59% Bedrooms 3 Photovoltaics -0.0 $ 0 -0% Service Charges $0 0% Total 35.9 $1567 100% Mechanical Systems Features Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating:. Heat pump, Electric, 3.39 EF, 50.0 Gal. Criteria Duct Leakage to Outside 45.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 68 cfm, 23.0 watts. 2009 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes 2012 International Energy_Conservation Code Building Shell Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-40.0 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 517 Clg:517 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass - Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 100.00 Range/Oven Fuel Electric Sagamore Beach, Ma. Percent Garage Lighting. 100.00 7 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator(kWh/yr). 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh`/yr) 296 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings: O 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. f,r:gO c l;V�l1L�T�JtJ(� C_'i.t�r IEtG;:Tt�JI'�--.PAR ihCC~ 303.1.1 r BATT INSULATION Ext'erior'%,�'aalis: iviaRU1, tUrt:r• Exter _H-Value '♦' T YPe.�s� �c Interior Wails./ Type: _ Bayern. eht eriir E'... C7yFJt _CQyt� Va `fat Ceilin S> Type: Type: BI.tJ\JP•: iNSr tRC;t SS lJR C.Et!ULOcE} EXteribr wal! TVFie: - �y rrtUC3Ct r�r; Settled TSic<rjes<; - install ed thickne r3 f.E.-Ar.ea,.. --�._._•__,�instalie,!c,'cr}�; r - . _�. tag r` ' Urr -L Jp C-M Q_ (:1 IUraC y 5Ctrl�d J htttic less: JS _ - rnstaJJ + t _ Se�rIEG, ` �I�re' �. Vera l; e � G — a: r?risj-4. E1ttIed Thi knc�s,C ' �- Installed,_ cvra den il. h gs Ut t h�tCrTj:;�i4S w .�. : 1 BY: ' ^ _ "�or ,V(r'i(?tnS a J.?d `iri ling P o— frith ( h �[ r r duc hF_F_04'D,oq6 LC— TOWN,OX;BARNSTABLE BUILDING;�ERMIT APPLICATION Map- Parcel oo2• , oZ Application# lq� Health Division Date Issued Conservation Division \� Application Fees Planning Dept. Permit.Fee / / • 00 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis J5�M Aa C- 55-rJ Project Stre t Address Z/ � vunz Village ) Owner r 22(f Address Telephone Jw- Permit Request a I'�l AfqW ar/ Square feet: 1 st flog;; existing proposed 2nd floor: existing proposed Total new ZoningDistrict Flood Flood Plain Groundwater Overlay Y Project Valuation �, Construction Type Lot Size /��� Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family M Two Family ❑ Multi-Family(# units) Age of Existing Structure J Historic House: ❑Yes U No On Old King's Highway: ❑Yes a o Basement Type: ❑ Full LiCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new C2 Half: existing ®LNG n new M �' Number of Bedrooms: existing new rO Ay1 Total Room Count (not including baths): existing new W�First Flo r Room Count Heat Type and Fuel: %Gas ❑ Oil ❑ Electric ❑ Other &ARfV5rx#84 Central Air: 4Yes ❑ 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: ❑ existing 3/new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes M No If yes, site plan review# Current Use Proposed Use )r ) 6_,S'J2&a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ,5N- 7 /l- Address /�� ,CXU( /� License# (5J2kr,11JA , �"/ ���� Home Improvement Contractor# Email /CSC ktLlrV U1 h ' Worker's Compensation # UkF60 H—ft:1D ALL CONSTRUCTION DEBRIS RESULTINWFROM THIS PROJECT WILL BE TAKEN TO �'!��'�j�� 17�� SIGNATURE DATE o�c�' r 1 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER . DATE OF INSPECTION: FOUNDATION FRAME J� (I)NSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. -1 Own 'of Barnstable, , y °^ egul.ator Sep.-flees tram ' Thomas Fe C•eil.er,Director Buflding DIVIsi.OU Tom Perry, Building Commissioner 200 Main S e.Bt Hyan-his,Mk 02601 war-v.town.b arnstable.m.a.us Office: 508-862-4038 Fax: 508--790-6230 Property Ov mei Must Complete and Sicyn This Section If Using ABuil&r n �1 ds Ovmer of the subject property hereby authorize to act on my behalf, ll in all matters relative to.work authorized byt building permit application for: . c chess of-job) Si gna o er ADate -2 Print Name Q:FOFr��S:O1�,�nEP�I;P�A4I55I0t�I r epartinent a,flisdustrial Accidents OJT. afl���e 600 Mashing Fars Street Boston,.lam 02111 c�•M Tin& zss.8 ov/dia Workers" Cempewat on Insurance AI'ldaidt: Bufld rs[Gong actctys/FIeetrgci.ans/IIumbers EpHcan-t h' rmatzon Please Film LLglbiy NaMC(Business/Organizat onadi-vidual): =- XPY'Wz-ejb1 S z F Address: . '' pity/State/Zip: l i`VMbF 104- Jam' X�Z: Phone#t. `? Are you an employed?Check the•Appraprfate bap- Type of project(required): 1.❑ I amp a employer with 4. EI am a general contractor and I 6. New construction . employees(fau aad/orpart tile). have hired the sub-contractors 2.❑ I am a sdla proprietor or partner- listed on the attached sheet.t ❑Remodeling ship andhave. o employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. g, ❑Building addition [No workers' comp,insurance 5. ❑ W8 are a corporation and its 1eq�ed,] ofncers have exercised Their id El ElectIIcal repairs or additions 3.❑ I ain 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:❑Roof repairs insurance required]i employees.-[No workers' 13.❑ Other comp.insurancerequired] *Any applicant That ehecl;s box#1 must also fll out the section.below showing their workers'compensafion policyinfn=ation: • Homeot�mers v ho,submit fIus affidavit indicating they are doing all work and then hire outside rontiactdrs must submit a new afbdavif indicating such. $Contractors that c7recktlris box mrist attached an additional sheet showing the name of the sub contia6tors and their workers'comp.policy infom�tion .I"inn gm enigirryer that is pra-plang i ark-ers,emyspens n trisr€t ante for my �rdayees Belo3v is tF�egoliey Ecrrd�aF�site vr�,�arrrt�io� ; Lance Company Name: Policy#or Self-ins.Lic.#: 1,(X FDd 73 7 U��d _ Expiration Date: Job Site Address: City/State/zip: Attach.a copy of the workers' c :pensatia'n pal€t y de'clar a-tion page(sh-owm-the poll€y number and.expiration.€late). Failaie to secure coverage as required under Section 25A of MGL e. 152 can lead to the inrposi�ort of erhninalpmalties of a fine np to$1,500.00 and/or one-year nnprisomnent; as well as civil penalties in the foirn of a STOP WORD ORDER and a�a e of up to$250.00 a day.against the vlaiotor. �;advised that•a copy o f this statem� nt maybe forRTarded to the,Office of Itavestigations,ofthe DIA for insurance coverage verification. .I'do,hereby av-,iffy cr the pains and.p�eyurP.es o,f�p�e,jwy tliat fire fitfor n-ladan praidded above is true&M carree iatore: Date: — PhozUe]T. O,f,ficial'use only. Do Prot.7vriM tit this areb;to be cmi-tpl'eied by clay or r°wvi.-t 0 f CraI. City or TaRm- Perm�ILrcelrs€Y Issuan Am&w..* (dr elle cyne): 1.Board cf M-ealth 2.1-u dding Depal•tment 3. Cityffruw Clerk. 4.Blear csd Insp-ester 5.Phu-nbing lnsc-ptettemr G.offier ca°>7taa Person- Phone#: ID Home Energy Rating Certificate Rating be Certified Energy Rater Andrew Popielarski 21 Spring Brook Ln Rating Date 4/27/2016 Cotuit , MA 02635 Rating Ordered For Bayside Builders -. Estimated,Annual Energy,Cost Use MMBtu Cost Percent 5 Stars Plus Heating 29.1 $164 12% Projected Rating HERS Index: 58 Cooling 0 $0 0% Hot Water 3.7 $219 15% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 16.9 $995 70% Generallnformation Photovottaics -0.0 $-0 -0% Conditioned Area 1356 sq. ft. House Type Single-family detached Service Charges $37 3% Conditioned Volume 10959 cubic ft. Foundation Unconditioned basement Total 51.7 $1414 100% Bedrooms 3 Criteiria�" ": ., Mec *hanical System This home meets or exceeds the minimum criteria for the following: Heating z .�, , � � �,. :���� .� .5 Feat ures 2009 International Energy Conservation Code Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Heat pump, Electric, 3.10 EF, 50.0 Gal. 2012 International Energy Conservation Code Duct Leakage to Outside 50.00 CFM25. Ventilation System Exhaust Only: 71 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Budding'Sh.efl Features m Ceiling Flat R-45.1 Stab None Sealed Attic NA Exposed Floor R-30.0 7_7 Vaulted Ceiling R-32.5 Window Type U-Value: 0.290, SHGC: 0.320 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusetts Foundation Watts R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance FeatULeS Sagamore Beach MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.00 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 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 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 } Massachusetts Department of Public Safety t r' Board of Building Regulations and Standards License: CS-005645 k Construction Supervisor BRIAN T DACEY AF PO BOX 95 CENTERVILLE MA 02632 Y Expiration: Commissioner 0411912018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license: DPS Licensing information visit: WWW.MASS.GOV/DPS 50 AWC Guide to'Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 PHEASANT MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust) ................................................................. .................................................110 mph Q WindExposure Category.................................................................. ...............:........................................:.... B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q Roof Pitch ..........................................................................(Fig 2) ..................................................12<_ 12:12 Q Mean Roof Height .....................................................................(Fig 2)...................................................16 ft <_33' Q Building Width,W...............................................................(Fig 3)....................................................24 ft <_80' Q Building Length, L ..............................................................(Fig 3)...................................................48 ft 580' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)....................................................2.0 <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)..................................................6'-8" s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................ ................. Q ConcreteMasonry ................................................................... ................................................................ N/A' 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .................................. ........(Table 4)................................................... 28 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in. <_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in. >7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer...............................................................(Fig 5)................................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft<_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 <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)..................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)...........:..............3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)............8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft :5 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c. Q Wall Story Offsets ..(Figs 7&8 .............._ft <_d N/A r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length...............................................(Fig 11).......:,..................................... ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. (Fig 11).............................. .............................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection (no. of 16d common nails) .............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Tables 7)......................................................I......2 Q Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)...............................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in. <_ 11' Q Sill Plate Spans ........................................................(Table 9).......... ...............................3 ft 0 in. <_ 11' Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_ 12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in. <_12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz .........................................................................6'-8"<_6'8" Q Sheathing Type.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q Field Nail Spacing .........................................(Table 10).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing........................(Table 10).......................................................71% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................6%8"<_6'8" Q Sheathing Type....................................:........(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q Field Nail Spacing .........................................(Table 11).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11).......................................................24% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design.Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?......................................................... Q... ................................................................ AWC Guide to'Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<-smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................. U=236 plf Q Lateral............................................. able 12 .................. - 176 plf Shear..............................................(Table 12).................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft<-smaller of 2' 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) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >-7/16"WSP Q Roof Sheathing Fastening.....................................:.....(Table 2)............................................................8d Q THE PHEASANT MODEL-COTUIT MEADOWS MEETS THE CHECKLIST IN ITS ENTIRETY,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 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 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 to member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHEN NiHi3 EDGE FiEM ON NiG WE Ed NAU 11 11 11 1 ll 11 11 1 it 11 11 1 11 11 11 11 It 11 11 11 1 - N 1•I 1 11 Il 6 i 11 1 L - 1 IICC 11 11 N 1 II Y 11 IF, 1 - O II I- i� Ir a 1 t � 11 11 „ It {t Q 11 It I a y I I Q II i! W 1 11 11 II Tl 11 tl L NAILSPAONG PAN d b v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CM 5301.2.1.1)1 a �za i L ' ' OD + FAMING MEMBER$ B L EDGE 94TERMEDUIT£ � 1 � •e i 2 i I ` i'.l�l- _ L . 1 , STAGGERED 3"MK ML PATTERN PANEL PAWL EDGE s DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment TempParcelEdit Page 1 of 1 t€fE �, CO— AN (Y rr Y k nz ME Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 102 .. ................. Street Number: 21 Unit: Dev Lot: :LOT 102 Road Name: SPRING BROOK LANE Sec. Road: T/R: . Villlage: 107 - COtult I Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: �Update�" Delete �AddA�other httn•//i q-,nl?./Tntrnnet/Prond,q.ta/TemnPa.rcel Fdi t.a.,qnx?TT)=Add 1/16/2008 N (y) (D V} N O Ln to rram�• LL O - V J h OD 0 w � i F- ..1 w . i..r ULd L o j O W cr h 11 1 1HIM LL 1 A � EI®EAM JII g 1 �11 I m W M=� �� � -o SMOKE DETECTORS REVIEWED FRONT ELEVATION 4* /.�/ F I N E L I N E 5GALE:1/4"=1'-O" /lam/ —I6 ARCHITECTURAL E BUILDIN DEPT. DATE D E S I G N FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERNG 508.420.1296 MITTI - � S WEESTST BAY AY ROAD .. - OSTERVILLE,MA 02655 . - _ 8v/CD W lNGLl LLA �n *10 r°wN of eq 16 � o � z � � O � � w = v a w SHEET Al REAR ELEVATION 5GALE: 1/4"=V-0" - - JOB:. 1608. DRAWN BY: KW DATE: - 4/10/16 N UN O Ln w.�.n IA Uf V J n OD LinO 0 W L�1 U W Q o 17 El o in o mw o m IL LEFT ELEVATION RIGHT ELEVATION oo M 5GALE: 1/4"_V-0" 5GALE: 1/4"=T—O" FINE LINE ARCHITECTURAL 12 DESIGN TYP.ROOF Q 4 .. 2xi0's®16"O.G. - : R36 F.G.)N5UD. "HURRICANE CLIP" R30 F.G.INSUL-/ - 5/5"PLYWOOD SHEATHING/ - 2X55 0 16"O.G. - FASTENERS AT ALL - ASPHALT SHINGLES - RAFTER/TOP PLATE - - - ix3 STRAPPI G JUNCTIONS TYP. - 508.420.1296 GYP"BO RIGID WIND WASH BARRIER REQUIRED 8 WEST BAY ROAD AT EXTERIOR EDGE OF EXTERIOR WALL OSTERVILLE,MA HALL BATH TOP PLATE 02655 12 .. 127 - BLOCKING 4'-0"O.G. TYP.EAVES - 2x1OS.0 16"O.G. 2x10'S®16"O.G. IN FIRST Trio JOIST _ W . tx8 FASCIA/tx4 SECOND MEMBER I I - BAYS FROM GABLE AlALL W O CONTINUOUS VENTING DRIP EDGE 1x8 FRIEZE BD.ri/BED MOULDING 13R I 1 STRAPPING v y 1 q�.T I I 1/2/2"GYP.BOARD TYP.EXTERIOR WALL _ FOYER j j KITCHEN W - Q . .2X6 EXT.STUDS®24"O.G./ 6"R21 F.G.IN5UL./ iTYVEK WRAF//INC. HNGLE5 FINISH FLOOR z 3/4"OSB SUBFLOOR - - - - R30 FIBERGLASS IN5UL. 2x105®16"O.G. 2x10'5®16"O.G. PT 2x105®16"O.G. 2-2x10 GIRDER O TYP.FOUNDATION WALL 4'-2" 3-2x12 GIRT '':+ 4x4 P.T.P05T P.T.SILL ANCHORED 25"O.G. i _ U W GALV.METAL POST ANCHOR !' -„ 12""SONO TUBE"PIER TYP. . DAMP CONCRETE s 13R BASEMENT t;DAMP PROOF BELOri GRADE q„T 10"x16"CONTINUOUS FOOTING - ;�1. 1/2"LALLY COLUMNS r NOTE: - 3 1/2"CONCRETE SLAB 5/5"ANCHOR BOLTS 6 MIL VAPOR BARRIER EMBEDDED Y' 1 '-0 SPACED 25"O.G. 12"FROM CORNERS - ....•,.,,:..._. _, ..- - ,..... ,.....:....,,...,, ... ,. SHEET WASHERS 3"x5"x1/4" O N _ p ^/.J A SECTION "A" JOB: 1608 51-ALE:1/4"=V-O" DRAWN BY: KW DATE: 4/10/16 N f� V N Lo z ° L V J h Z n 00° Qw L H Z w U LL 4 M V m ry Q ° = ry X X N x U IN M O BATH m W .. i1 VIN L J I o o I L 0 i, - O 244DH2&50 KITG EN DINING FINE L I N E 24 RAF n 32"X�" — I VINYL I GARPE7 PULL DOWN — T I n STAIRS ARCHITECTURAL - - - - - 26 g DESIGN 4 244DH2849 GARAGE 28 rtl tl1 DN ry 32"XST' 4"GONGRETE 5LA13 1 6 ~�. (3)9 1/4"LVL ABOVE PLUSH PITCH TOWARD DOORS Q Q ' — 508.420.1296 8 WEST BAY ROAD - - OSTERVILLE,MA 02655 4 BEDROOM _ 6 . LIVING CARPET Ali _ 2— - 4 N CARPET 4 244DH28,50 fV 32N60" w P .. 7x9'O.H.DOOR _ U.ti C r' cV 26 4 - 4 o SEE DETAIL SHEET A6 NARROW WALL BRACING m I m m m W U A ry ry ry nn T1 W 2'-6" 4'-0-- 6'-0" - Y-0° - �'-0 6'_0" ... SHEET FIRST FLOOR PLAN SCALE:1/4" JOB: 1608 DRAWN BY: KW . - DATE: 4/10/16 N v N O V _J h 54'-0" Z LU O U d IM N N N '7 V � BATH hl VINYLLn IIIw t m O E .. LIN (n HIM q z COm zb 26 267 FINE LINE ARCHITECTURAL DN. 254a- TMP 4 D E S I G N 64"x5l" N BEDROOM '' , BEDROOM . - CARPET CARPET .. - 508.420.1296 8 E j WEST BAY ROAD OSTERVILLE,MA 02655 14,_4" - - KNEE MALL .KNEE WALL � W J W o ffQ^^ ryo zoo g 0 z � a w 5EGONP FLOOR PLAN 5CALE: 1/4"=1'-0" SHEET JOB: - 1608 DRAWN BY: KW DATE: 4/10/16 N Ld U � N zo 4.. 48'-0" OD I� gJ O . ~ .V Z I-------------------------- Ld - V ---�- m ? r o I 2-2x10 GIRDER-- I I I � I 4x4 P.T.P05T I - - I 6ALV.METAL P05T ANCHOR I N 1a'"50NO TUBE".PIER TYP. OD tj I Q (In O VJ Lo co w BULKHEAD I ?. I - I x p .y DOOR YV/ 151,EXT.i, I I `7" I I ofI Iasi i I � Q. - - - -I - - - - - - I I F- - - - - - - - - - - - - - -1 F- - - - - - - - - - - -- - - - - - - -,- - - - - - - - - - R FINE LINE Ab ARCHITECTURAL . I 8"x 46"CONCRETE MALL I. I I 16"x10".GONTINUOU5 FOOTING TYP. I I O - O I D E S I G..N ' ® BASEMENT CONCRETE SLA5 VAPOR BARRIER I I I I I I I I I I 508.420.1296 GARAGE I I I 8 WEST BAY ROAD 4"CONCRETE 5LA5 - SPLIT OSTERVILLE,MA -. PITGH TOWARD DOOR I P7 GIRT p7/7 I I 02655 _- Y// - Y ry I?- POINT Y n Q :Y/ LOAD :1/ I 7 IPKT P Ti 3-2X126IRDER 3 1/2"PIA.STEEL COLUMN 36"x56"x12"CONGRETE PAD I W w DROP WALL 10" II ®DOOR L - - - - I 8 x T 9'GONG.WALL �"� lf 16"x10"CONTINUOUS FOOTING TYP. v I - - - - - - - - - - - - - - - - - `l - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q w ...NOTE:... 5/5"ANCHOR BOLTS - EMBEDDED 11, 5PAGED 25"O.G. . 12"FROM CORNERS WASHERS 3"x3"x1/4" SHEET A5 JOB: 1608 DRAWN BY: KW - DATE: 4/10/16 N IN EXTEND HDR TO CORNER 2x6 DBL TOP PLATE RAFTER 0 16"O.G. O s: Z LF) FULL HST.5TUD5Lo JACK STUD W O x- J NAIL TOP PLATE ss - APPLY 51MP50N MSTA18 CONNECTOR ° ° H2.5®EA.RAFTER J TO BTM OF HDR !}?;-° ° YV 2 ROYiB OF 16d NAIL5 s ON THE INSIDE FAGE OF HEADER °? 7 ®3"O.G. �, TO EACH JACK STUD - - IrlOD °o W O STRUCTURAL PANEL. HEADER °o TOP PLATE Q �°, Ln NAILED 5d COMMON CONTINUOUS HEADER o 0 ®3"O.G.EDGE AND FIELD CORNER TO CORNER Z y j OVER MULTIPLE OPENINGS W - ( DOOR 5 TRIMMER 5TUD - a Li - O . SHEAR MALL COMPLIANGE: O 2 RAFTER TO PLATE GONNEGTION W = ,. W= 71%OF EACH WALL RUN � 51-ALE:N.T.5. i�-1 i1 ! 2-5/6"ANCHOR BOLTS VERTICAL SHEATHING WITH ^ (fj w/5"x3"PLATE NA514ER5 I - - Sd NAILS 3"EDGE/12"FIELD r EACH NARRow waLL secrloN I I (4)16d NAILS PER FT BOTTOM PLATE 00 L= 24%OF EACH WALL RUN DOUBLE ROW Q. O VJ Lo VERTICAL SHEATHING WITH 5TASSER NAILING �Jf ` - Sd NAILS 3 EDGE/12"FIELD INTO BOTH PLATES m W 2x6 DBL"TOP PLATE II - (4)16d NAILS PER FT BOTTOM PLATE ZO Fh s �� y z . m c� a r MR,E9 VERTICAL FINE L I N E .. STRUCTURAL PANEL _ - NAILED 8d.COMMON - ; NARROW WALL BRACING AT GARAGE DOOR AND 1GiEDOD f '. tttr ARCHITECTURAL O 5GALE:N.T.S. - t"y a k f } y....�r DESIGN WN �f sar ; sy5. 508.420.1296 8 WEST BAY ROAD VERncAL _ r - OSTERVILLE,MA " DOUBLE ROW 5TRUGTURAL PANELS _ y _ "T' t 02655 - - STAGGER NAILING - BREAK ON 5EGOND FLOOR INTO BOTH PLATES "- - - RIM JO15T .. 2X6 DBL TOP PLATE f: 5" { - ffi SECOND FLOOR Q RIM J015T 3 VERTICAL y y{ VERTICAL 5TRUGTURAL PANEL f of STRUCTURAL PANEL NAILED 8d COMMON �y/"y i r !'. - NAILED 5d COMMON gg - ... ®3"O.G.EDGE I srx x - : ®3"O.G.EDGEy>�s''" v (V AND 12"IN FIELD - 1 3y rt "AND 12"IN FIELD y i --2 1 O DOUBLE ROri {j' ° 31 xy DOUBLE ROW STAGGER NAILING ijy•� r t kL STAGGER NAILING B INTO BOX AND SILL - rYi�i, 9 y - - INTO BOX AND SILL I' SHEET II II AG II II OFULL HEIGHT SHEATHING —SINGLE FLOOR FULL HEIGHT SHEATHING -MULTI FLOOR SCALE:N.T.5. O 51-ALE:N.T.5. JOB: 1608 DRAWN BY: KW DATE: 4/10116 Foundation Certification in Barnstable,. MA Prepared For : 21 S rin . Brook Lane Cotuit Meadows) Subdivision of Barnstable Assessors Map: 002 Parcel: 002-102 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J y g g y g Effective Date July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Engineers and Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page 282 Scale : 1 = 20' 07-12-2016 Job Number 2005-214 NE LQ' oo SYg L15� 06, OD 8" ,4 0 6�4y z N / 0 LOOOO� . No 14.0 N 21 FOUN0A9 0 6 nN0 0 ACE EX1S, N 1.pCAZ10N 1 21.8' .P 20.5 0 5. N � ' N J 16Z J N . N 0 m 2 � N/F KELLY A. KEANE a, cfl� DEED BK. 29752 PG. 24 oat PARCEL ID: 002-002-103 LOT 102 N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 9,885f S.F. PARCEL ID: 002-002-101 0.23f ACRES 63g"�N 59 25 S N/F MICHAEL M. HOFFMAN DEED BK. 27865 PG. 74 PARCEL ID: 002-002-104 N/F COTUIU MEADOWS HOMEOWNERS ASSOCIATION, INC. DEED BK. 23161 PG. 59 PARCEL ID: 002-002 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH .FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF ��NOFP'ZAs. BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg-158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SHANE SPECIAL FLOOD HAZARD AREA. M- MALLON THIS PLAN IS NOT TO BE RECORDED NOR IS TO BE USED TO ESTABLISH PROPERTY LINES. `` No.48687 44 ss a SLII�yG REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE 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 W '` CONCERN). OD cp SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE Q N N WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED z ' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS �_ r' PROTECTION ACT REGULATIONS (310 CMR 10)." \ SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP �44 - S �� MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." NV IN•51.5 . SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 62.7 S 1, 2006 "PRIORITY HABITATS OF RARE SPECIES FOR SPECIES S --'" x UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, �s06 4817 84.17 VEGETAATED 1 - REGULATIONS (321 CMR10) CLE SITE IS WITHIN A STATE APPROVED ZONE it GROUND WATER r_ w OUT GA (250 C.F. RECHARGE PROTECTION AREA NV. ( S AGE) 7 ! 51.51 �'s� 63.0 OP-64.0 j x x BOTTOM-63.0 _ 4.5 A�►$ 'f CURB 'L' a �73�. j7 C CONSTRUCTION NOTES: / STOP Cep a <, LOT �'✓ �` _ I. ALL GENERAL CONSTRUCTION NOTES ON SHEET C 2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED �R• `� 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. r Px 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM 52.1 \ F. THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, r =' LOT 101 �' (MIN.) \��et / DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN PROVIDE (1) 6' DIA. 65.5 5,5 ,�� \ 65.5 1 .5 3. SEWER BUILDING CONNECTIONS: SMH x 6' DEEP LEACHING x I - MIN. COVER SHALT BE 3 FT. �t4 �8 'G1 '(� Ily 0d - BASIN W/ 1 STONE R� N - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES s52.4 �r SURROUNDING (� �' �► AS REQUIRED BY BARNSTABLE DPW. "7 " ' ALTERNATE EQUIVALENT VOLUME - �� �� ` - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.tX. QU E 1 OF 286 CF) 65. q CONNECT ALL ROOF DOWNSPOUTS TO , 5.25 &61 1 m \\ LEACHING BASIN 0� 19 \ `\ fi IG ti , Cotuit Meadows Subdivision _ X��-�''�� -I Cotult•Barnstabie Massachusetts '�., \. PREPARED FOR o LOT\102 �� `, �., 9,885:6, S.F. _ COTUIT EQUITABLE HOUSING, LLC 0.23f ACRES P. 0. BOX 85 � 1 92g� �` 'o, �4Ck� VontorW11e MA 02632 e TRIE Site Plan LOT 104\\ Lot 102 ow #21 Spring Brook Lane OPEN , 65.0 w BAXTER NYE ENGINEERING & SURVEYING SPACE l Registered Professional Engineers and band Surveyors jv%OF 78 North Street, 3rd Floor,Hyannis,MA 02601 ��' MAT THEW ' Phone-(508)771-7502 Fax -(508)771-76 EDDY 0 CIVIL N 10 No.43183 20 0 20 40 Qp�'��-/STE�� 0 AL SCALE IN FEET w ' SCALE: 1* = 20' : 04-22-16 REV. DATE: REMARKS LOT402 a .. MWW MAW 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214