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0092 PHINNEY'S LANE
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(r�. ,.•,,,_._ Y.A.. � ..}:. ... —�.: k.e �t E"A-�D fl :} r -SiL.�.'.��is`,e$'", .�1�=:�5``Ad��...:�.a`....Sr..�..rY _ SC�.� ..Ss.�.•t �. ���. �&'£.,r�.,��a�,�,. .,.. .,Zss�r,s.,.�#1�.��,..,., .LJ� � �..�:..�.,. �,, r ,.,,.�;c�� ��._.cia�...:•�t�cz�i:L�..,..,..��t�..,;`.�;�..a�:,n�. .,,t�n�s:...�.,4...3a� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 _ Parcel _ 0 Application # C> 0 0 Q Health Division Date Issued 1124 Conservation Division Application Fee Planning Dept. _ - Permit Fee Date Definitive Plan Approved by Planning Board } Historic - OKH _ _ Preservation / Hyannis r Project Street Address o< Fv-�1 n Yl•tm s Lah t Village Owner w1"\� _ _Address q .TelephoneC3 Permit Request rnrR minkmNe6 �A(1aa(y Ito.' ,V-�e S. F-CL my)el iS 3(Tb_an Lod`Q)inS Q Ja1 b� � s S;� 9,9 KQ Square feet: 1 st floor: existing proposed 2nd floor: existing_ _proposed _Total new Zoning District Flood Plain Groundwater Overlay Project Valuation o 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 i new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other_ - Central Air: ❑Yes ❑ No Fireplaces: Existing _New Existing wow coal stove: ❑ s ❑ No Detached garage: ❑ existing ❑ new size--Pool: ❑ existing ❑ new size _ Barn: ❑ xisting ,0 net size_ AtTached garage: ❑ existing ❑ new size Shed: ❑ existing ❑ new size _ Other: 5 w 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 C01W ik1 ox-J kin �reela iqd Telephone Number Address P0 BCx R9 License # I ® -lq 4 l Home Improvement Contractor# Worker's Compensation # t&_LA6_1 q13 V P (A-1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PR JECT WILL BE TAKEN TO r SIGNATURE DATE r s FOR OFFICIAL USE ONLY i . APPLICATION# ;DATE ISSUED., MAP/PARCEL NO. A 'Y Y 1 . ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION FRAME F• INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: s ROUGH—, FINAL k f { FINAL BUILDING,. c . DATE CLOSED OUT ASSOCIATION PLAN NO. I , Town of Baku-stable . + R.egulatory Services I�i Y_4 RI.•TAFttF, �� 1it`r ri�� Thntnns F.f;eiler,Director �,6o .Vry g ��Iti Builds r r, ISIpI1 . Tom Perry, Building Cum-in ssiunar "GO Main S!m t, Hyai:iis,t iA 02601 wWtiv.#oivn.taae`tisi�rhle.ir:�.ns Property Owner INI-CISt } Complete afid Sigf:i, ;This Section I -(Jsji t.�r.�_1-3u _7C�c r. as VEiTS r,_: vt ire !?i7)Er_. pxGpe_ri- -- , to act catr-iny b '.iair, s.ta c aliftc-ts. rc laicivc Cu work ati;.h riy.vd 1:,I} (l-lis I)wl 1it: c ur?i� piiea.. :4i} tSO LIc?r: . G� a - d �Ao Ilt 7 7:t Nalnit'. f TfA'raperty Ourner. is applyinb,forperrnit picam- complete IP3e Hoineo�ners E�ice:nse Exemption Fonn on the rever�r side_. LO Life's Good Nano LG Electronics,Inc. (Korea Exchange:06657.KS) is one of the globally leading companies and technology innovator for electronics,information and communication products.LG Electronics currently employs more than 91.000 people worldwide in 117 companies.In fiscal year 2011 a a turnover of 48,97 billion USD has been achieved. LG is one of the world's largest manufacturers of' mobile phones,flat screen TVs,air conditioners, , washing machines and refrigerators.As a future- oriented company,LG relies on the technology of renewable energies'and:is expanding it The t , entire range of high quality solar products are being manufactured in LG's leading production site Korea. c US C E Pv�C�YMCLE UL I f $ at t LG's High Efficient Cell Technology Reliable Warranties ® _ Driven by LG's own N-Type technology,LG's high- LG stands by its products with the strength of'a _e efficiency modules will provide customers with high Un rwar,antw global corporation;and sterling warranty policies. cFuT chno,"Y economic benefits. Together with a 10 year product warranty a 25 year linear performance warranty is offered. 100%EL Test Completed Positive Power Tolerance All LG modules are tested at various stages of the LG provides rigorous quality testing to solar modules production by Electroluminescence inspection.The m ° to assure customers of the stated power outputs Ecr N EL inspection detects cracks unseen b the naked Pesifioe of all modules,-with a positive nominal tolerance Power Tolerance eye' starting at 0%. ®}6sr�q Light and Robust' p p Convenient Installation With a weight of just 16.8 kg,LG modules are ¢ v.i. LG modules are carefully-designed to_help installers',. proven to demonstrate outstanding durability benefit from quick and easy installations throughout Light&A.b.0 against external pressure u to 5400 Pa. `°—M—t � I I 9 P P. naa„ahon carrying,grounding,and connecting stages of A modules. NUMO 00 I WNWI 0o 1 ORMI o® Q Mechanical Properties' 0 Electrical Properties(STC-2 Cells 6 x 10 { 300 W '295 W 290 W- 285 W 280 W ... ._ Cellvendor LG _..............-. :._... i ...... .. . .._.... ...................... .-...............-... .. Maximum power Pmax(\AO 300 295 290 285 280 Cell type Monocrystalline ...... .....-. ...... .. ....... ..... . ... ....... .. _,.._... ....... ...................................._.. ...--.... MPP voltageVmpp(V) 320 319 31.8 316 31.5 Cell dimensions s 156 x 156 mmz ., ...._........ ....:. ..... ... ......... _.... Cell busbar 3 MPP current Impp(A)' 9.42 9.30 9.19 9.09 8.97` I. F 11 ront cover Glass Open circuitvoltage Voc(V) 395 e 393 39.2 390 38.9 _...... Dimensions(L x W x H) 1640 x 1000 x 35�,(mm) Short circuit current Isc(A) 10.0 9.91 980 968 9.56 ........ ................................................. ...._- ......... ....... . ....... Static load 5400 Pa(snow) Module efficiency(%) 18.3 180 17.7 17.4 171 _ _._...._.. Pa(wind) Operating temperature(°C) 40-+90 Weight 16.8+0.5 kg ........................... ........... ......... . ... Maximum system voltage(V) 1000 Connector type MC4 connector IP 67 ............... ...................... _._.... ._.. ...._...._..__ ... . ._..-.._.._yp- ._._"_ Maximum series fuse rating(A) 15 Junction box IP 67 with 3 bypass diodes ........................ ..... .......... -.. .._........_........ ___.___..._._._._._........._..........._....__........_...._....._...._._.._...._._..._....__...._......................_... Power tolerance(%) 0-+3 length of ca I.bles 2 x 1000 min Frame Anodized aluminum STC(Standard Test Conditions):Irradiance 1000 W/m?,module temperature 25'C,AM 1.5. Application Class:A(according to IEC 61730),Safety Class:II ' The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. ®Certifications and Warranty Certifications . IEC 61215,IEC 61730-1/-2, ®Electrical Properties(NOCT3) ISO 14001,ISO 9001, __,...__...._.___.._...__ 300 W 295 W 290 W 285 W 280 W OHSAS 18001, UL 1703 Maximum power(Pmpp) 220 216 213 210 206 ....... ..._..... ...-...-.._. .... _._. ........ ........ .. ...._.. ......... i Product warranty._.._..._...._._.__ _._.10 years MPP voltage(Vmpp) 29.3 29.2 29.1 28.9 28.8 ......... ----._..-._. Output warranty of Pmax (Measurement tolerance a 3%) 25 years linear warranty MPP current(Impp) 751 742 7.33 7.25 715 "tst year:97%,end-25th year:-0,7%/a,25th year:80,2% Open circuit voltage(Voc) 36.5 36.3 36.2 36.0. 35.9 - .. ..... ..... ........... _.. ....... ..... ..... Short circuit current(Isc) 8.08, 7.98 7.89 780 7.70 O Temperature Coefficients Efficiency reduction <4.5% (from 1000 W/mz to 200 W/mz) NOCT ' 45±2°C ......._ _...._ -._...._...... .. .._. -.......... ........ aNOCT Nominal O Pmpp -0.42%/K, ( Aerating Cell Temperature):Irradiance 800 W/m',ambient temperature 20'C, ................_..___............__........_.___.................__.._....__....._..._...__.__..__.._.._._..._......_........._..._._._.._.............._.__- wind speed 1 m/s. 10 10 Voc 0.31%/K ....................._....-............................_...................................................._...--...........:.............................................................................. Isc _ 0.03%1K ® Dimensions(mm) ° 0 Characteristic,Curves loon 5.s4.o(x view) a 10 1000 w 4.Drain holes Size of short side 28 22 9 960 - - 4.0.7.5(y view) Distance between mounting holes Long side frame 18 Short side frame U8 e00 W 4,Drain holes 7 a Junction box 6 600 w , 04.3 5 - 12x Grounding holes 4 400 W ` 08.0(Z view) T 8x Mounting holes. I 5.5 3 I, or 2 200W a'1 t v ' 1000 \R7.5 1 Cable length - - Detail x 0 5 10 15 20 25 30 35 40 Voltage(V) o rn - 4.0 ao r. 00 c 0o E c P Y - y a - Detaily e Isc 100 ... --' ------ - Voc -' - 08.0 a o Pmax 60 ---------------------------.------------------------ --------------------------- I Detail Z 0 1 ' • • r in o N • N 35 0 -40 -25 0 25 50 75 90 Temperature(°C) The distance is between the center of the mounting/grounding wholes. LO LG Electronics Deutschland GmbH Be Solar Business Group AllSu ject t c ang of this data sheet comply with DIN EN 50380. a�M Berliner Siraf�e 93 � Subject to change without notice. 40880 Ratingen,Germany Status 02/2013 Email:solar@lge.de Document.DS N1C G3 EN 201302 - Life's Good www.lg.com/uk/solar Copyright©2013 LG Electronics.All rights reserved. ��'� pM r a p , I �{ t - F I,. qg w ' A,S i k r. y t se Cotuit Solar LLC Project: System: Site Plan S08-428-8442 Walt Mayo 9.9kW DC (STC) Revision: November 25 2014 92 Phinneys Lane 33 LG 300w Modules _PO Box 89 Scale: �OTUIT SOLAR«` Cotuit MA 02635 Centerville, MA 02632 33 Enphase M250 Microinverters ! W , . __ - r Sp ifcag tm� �s �. 3 Ike tilmmua Hor��infal agar 4s I. l Il' N ' TF A0 thn m�nu�u_n bv l ili of 0 cr mU� t+FG r ikiiir at eaca mii ofd? mbC., �lVvyi P say awry Awm+e PruPey alae ttagnek rl aaa��'` Spyr: Sgrixu.)¢ 33 solar modules-lag bolted into rafters every 4ft. Roof consists of 2x10 rafters 16" on center-with a 10'8" span. Maximum. allowable gN 'SAAo� ti}. �� E: e horizontal -span is 15'1". � ❑ �Y L".{ � 1.' �' 511.E"i 5trEi7Q1h �» Project: System: 9.9kW DC (STC) Site Plan Cotuit Solar LLC Walt Mayo 33 LG 300w Modules �� e� 508-428-8442 Revision: January 9,2015 92 Phinneys Lane 33 Enphase M250 Microinverters PO Box 89 Scale: C0 TUIT SOLAR«` Cotuit MA 02635 Centerville, MA 02632 I �s :h�tgc wa :yt 9 l�caa r3 iS@t ' cY v: Boa oinstruction supe3"i;v!'e - - i CS407947 , JOBN VREELAND 48 QUASEMT ROAD Masbpee MA 0209 F 04/25/2018 ���?rY��ss=r3�mrf ke - t{/ ` C Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home ImprovementContractor Registration } Registration: 146276 Type: Supplement Card COTUIT SOLAR Expiration: 4/8/2015 JOHN VREELAND 3800 FALMO.UTH RD. MARSTONS MI,L'LS, MA 02648 Update Address and return card.Mark,reaso; scA sa 2onn osm Address Renewal 0 Employment C.//ac �i•azia�rra�rcrlerr�/�•o/rC/'l�rrs.Jac�r%:ems Office of Consumer Affairs&Business Regulation , License or registration valid for individul use only W before the expiration date. If found return to: ME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration.-.146276 Type: 10 Park Plaza=Suite 5170 Y Expimhon 4/812Q F5 :Supplement Card Boston,MA 02116 COTUIT SOLAR (/M J- j - JOHN VREELAND'•: P.O.BOX 89 ��--- COTUIT,MA 02635 Undersecretary Ir Not valid without signa ure ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION l Map Parcel Application # f D Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee • Date Definitive Plan Approved by Planning Board 312.7-1/2- Historic - OKH _ Preservation/ Hyannis Project Street Address �►? Pht nneer'S lane. Village Cno4eilm i I tt Owner wales 1. . Maa4o SIC. Address SaIYW_ Telephone Nt*) 2 , 4642 Permit Request t n 6y'x- re.nnoyafho4v5 no clean F2 ►rN `W 1 F71-tn l . bell-Ap 8 c'e.ca�*_jc,+ -AT I�. rnwe. 6 a,►a 4a baSe o en t : A rn►s h �asemen+- �pa y i�) o Square f stdfloor: exist�h g proposed 2nd floor: existing proposed Total new Zoning District RES Flood Plain nO Groundwater Overlay Project Valuation 1 50k Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family R( Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: O Yes ❑ No Basement Type: 3 Full Crawl ❑Walkout ❑ Other 3`Z 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 ❑ COther � ° ; Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: L;. es ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing �0 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 B&D WSTa'M BU I LDE,QS . )A.W-. Telephone Number f.FI,L I'A-Q94- 1357 Address P.O • BOX Z I License# CS'7 b 3 32 b�l• $IPrR�.1�S P11'} 02(ob� Home Improvement Contractor# I to 2.15e Worker's Compensation # n a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE T N REM ED g2DM 'burnP5MR 5 8 0-F Nf PWPAII�i� SIGNATURE DATE :x FOR OFFICIAL USE ONLY J . . APPLICATION# DATE ISSUED I M MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' 4 r FOUNDATION J&rob k S �4 1rL FRAME 5 INSULATION FIREPLACE 2 ELECTRICAL: ROUGH FINAL- ^ PLUMBING: ROUGH FINAL GAS: ROUGH pp FINAL . FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO. S A SUBCONTRACTOR gLIST.. . EXCAVATION Earth& Stone Contact:Michael Takach = ' Phone:"(508)776-7003 w FOUNDATION FORM WORK :. 2. ; P&S Concrete Contact:Patrick Orcutt Phone: (508)477-5642 FOUNDATION FLATWORK Richard Powell Phone:-(508)477=1113 Id CONCRETE CUT WORK 4 Cape Cod Concrete Cutters' ' Contact: Evan Filion 4 w Phone: (508)295-1900' oo k FRAME & INTERIOR FINISH Y Brylindsen Carpentry Contact:-Jesse Brylindsen Phone'(774)836-8799 F '•s y, E w. �„.. r PLUMBING Dan.s Plumbing&Heatin ` Contact:Dan Asquino M.y -Phone:.(508)224-7400 HVAC Haglof Heating&Cooling , F Contact:.Phil Haglof Phone: (508)888-8368 INSULATION ;. MAP Insulation a. , Contact:David Murphy - Phone:-,(508)888--3599 } g,. Ya. . .." r BLUEBOARD &PLASTER DeCharles Plastering s ' Contact:.Toirf DeChar`les :ti F s Phone::(508).430 2316 Y y E .' PAINT Stewart P.amting Contact': Sheldon Siewart ` Phone: (508);362-8023 f '� C • r c Torn of Barnstable .t Regulator'Services Thome F.Geiler,Director 65 Building Division Tom Perry,Bui!dincr Commissioner 200 NI-in S_.-.t,";z ,�A 02501- ' �ti-�t-w.tow-n.baras��aoIe.ma.Ls O_=ce: 508-862-0"8 ax: 508-790-6s30 Property 0%mer Must Complete and.Sign This Section If lisinC.' A Builder � !_ V`'Q�- _� { cs o-=�F O ?' .]jeM OHO' ., 4 t. -��:au_o aL� ['t7S'}bM �i K1P.s<S I.t7C :o act oa_;be_^`z; i ;-;�11 m:-n. _-�lz "e0 w0:ici-t:?0=�. D''ry J"ilk.,?�" -u7� ci_0'?_0� r �.:5 _- 3 2— Ph 1 t e- Ty1 V (_ ,.ss o=lob) If Prop ert 0c;ner is applying for permit please 'complete the Homeowners License Exemption Form on the re., side. r - - ♦ NEw STORPG CLOSET cW.Hi.BB�I2 LIBRARY/INTERNET '- 1I I I I arc+ I I 1 I I OF'5Ei L'-<of fXISrINc celuuG RAfrERs. y 4�W.IT.as• +cLG.IT.ro . (.I II - II Iu9rALL New 2'.Ia RArtERS rE'ASOVE BOrrOM or , u .. Tar• I I I NE NG RArt=_Rs.BOX vfRr,;u BoxED eEA °fGMEifRwim BLOCKING AS NECESSARY ----- -I I2 SmC wIMNEs E.- BLUEBOARD xf $ _ ----------- jr I I I I KIM LOI K FI.CEMENT VENEER SASrER SMOOTHrN6n •.2wO— '- ^ srRAfnrvc($11 O G.ACn DrREcrroN c W AE TtiL aL�s 4CIG.IT. �`"— I I I I I EUR HORIZONTAL SERVICE OP NEw RA 51 IT -ht PULL ON.S R HALL CIOCOAT CEMENT 80A¢p.,tER BOT 0B HALL II' II II OAr r,NeSMIO NvfuffR fLASrER FOXED BEAM ey. I I GREAT ROOM I -I + >MOO S —S F FmFti. - I I I 1 C IN UI-CLOSED35, AT RA AAA—ED g II II II g co DINING ROOM Fj II II 11 " - nnrx�� I I I I I I KITCHEN Pd I I' I I (NOT IN SCOPE Of WoRp (NOT IN SCOPE OF WORK ROM PREVIOU5 PEWIT DRA'MNGS) - T C"•: YFE-eN[ REFLECTED CEILING/FRAMING PLAN "rN - BKCN.F T KOOM rl p I I i I 1 I M UBRARI• MOT IN SCO I II I 11 J"1 d' rvP"BU I.r N SEE ATTACHE - }UI BOOKCASES<t ne Gnr. I 'FROM PREVI ' I 11 '< w mnz O CON-1-pFRD DE owNER AN flGnr PARIHION a T Aunw CE fgwA c.za. z r/r srcpvE 1'I N w ME NooO PAueuuG eaw ewt ru BooKCASEs. n R15It INS�I*TgH iO nfi,b.NCE I I. _ _�- Oil MATCH fXSnNG on DIMNCa•�,�I _____ ____ NEv/ NOOO f\oOR.I l I I RJOMS�Of OMY. - =„�1 NEW LEL f.3E 3-I I SEAM. - - II I I'RESn AIR InT DIIIIIIG ROOM _ I HALL tzl NEw F5L I.3E B-IH•.B-I/n• _ NT TO Bf Vfn m 111 HAl1 COLUMu - �� GR TRDOM OOUiS�DE `II' SAND AND FHISn EXISTING HARD WOOD wRgrTtO\NTH LOf1aNNCOvfR I I I I 5Ef BASbuE ta� �M SO T— BOm 5 Df5 suR—N\tn 111 fLOOR _ I I 11 1 I MATCH IXfEPJOR w A SANDANO PiAi4n:rsnuc ngRp Vo00dI II G IR-rifO55 IN5rAUArON. Al • 1 - FLOOR I I I I I I Io • 'I I �I I nor I I I I GTAfss Did A - . I � I I � 5eA3 fodaen�nTIGM TNEss. bum gz ' KITCHEN Q RIOT IN SCOPE OP.WORK NO. REVISION DATE I I I 1 t I n i F (NOT IN SCOPE Of WORK) 00 SEE ATTACHED DRAWINGS FROM PREVIOUS PERMIT DRAWINGS) II II II Yellow Dog Farm-Mayo 02 PNlemye LAm ' - - _umerv®e hw D2Bu . SCALE: I f5—1'-0" r E:1st Floor PIE.E 16!Fbor - R.n.a.a LeSns PIAA BREAKFAST ROOM . DATE:FEBRUARY 20.2012 (NOT IN SCOPE OF WORK) 1 ST FLOOR PLAN MICHAELA JIMERWn ALA , ARCHITECTURE @ DNTERIORS mnew w K zS lNsuwnOu - I9 H—hec Lave _E>; Cmrervillo.MA.026)2 $09 P542 ®NEW 2.9V WALL OFF SET I'PROM I"OUNDAnoN F.T.SILL,—OPEN .. - mejarch@comr+..InG Y I'OAM NSL—ION.fR H ue.11 Fc.riin)R 2B. NTEROR PARTTON SEE f1AI.lfOR to CKNf55 WGYPSUM wAL. - - BOARO BOTH 5'DES. NING M(5 CEILING PLAN.. I-.2-5TRAPNG I 6'OC.EACH OVER NEW RA5ED CEILING JOI . ABOVE— - ..A."IG•Oc wa•cLOs - " - FINISHED 5FRAY•OAM N5ULATION RNA G DE G a snowza.r..L connxuaz Ew 3G-HT.PARTITION. -1/2'WOOD MOULD•NG CAP. wsu nucrta xe yurunlrw -1/2-CL05ED CELL 5FRAY PO CEILING T•ON R-3B INSULATION - CEILING JOISTS®16.O.C. . /2.G+'PSUM&_LIE EOARD W 1 COAT KEENES CEMENT VENEER III o 5M00TH FINISH ON 5TAR 5i ma ! -Gni PART ON.WOOD AA. �+a.o ! y .rto w. wx r r ar rn or PANELING TO MATCY E]r15TING ROOM SIDE OF HALF HEIGHT P --- _ xISTING EMEWOE WAIL. III �.p• ham" as®z.e.oweus.J 3r•Drr p c r[w.e n.s ;' XISfING FOUNDAr•ON V/ALL. e�p� 8n Mre M? � i �uafxzs coup •.1P STAG PIATfORM FRA Oeonp.roe¢wruar. — r coaxcrm su.o K'L __ .......• :I A•i.tG.PLWR)OD SUBFLC(i. .K��w.+i _ �^L axle. v� a�• A ND TIA . `�"`� f'Y` Txrzreo siax FR 4oR)uVf/LOAD IAAD•.6•P.r.(1YPICAL EMSE). NIZETAINING WALL SECTION 2 STAIR SECTION/ELEVATION) I 93+ 9 5 2 Exciza5E ROOM y 1 ES REBAR 21'LONG ce L INTO r ro I •. 9 B `3 Exis NNC FODNDAimx AND SEr uuont oN ae Af"F:♦ I1 -rr 1 W TnrvON SHRINx NG EPOIK GROUT - i I .—NEW fRfSn NR DUCT ' - 0 :ni.a9•� 1 L _ -rr— BCTTGM CORD OF T——T5_T 0.F.F. I I TOR%IREPLACE. t 2 - - - II [ I I STORAGPJMECH. t 1 I B . 1I n C✓T OPENING EXeTNG"l—AS NFOE55ARx 1 1TIN-1— - N� GARAGE. ® / i 1 _%IS R CLEAN OIJt (NpN SCOPE Of wDRx1 4 fOR R FOR NSTqu P—RC0 T9'.6 d'KAt55 fw.RESnA r ABOVE U DOOR FG ufw fUY OOM. D FOUNDATION DFAIN _ J6T •a. r CwifD OPfu NG , L Dscr�ARCYrE,.r. 'il tt j . ____ IT— PLAY ROOM. nNAG CONCR_T_LOOR TO TOP OP }' e`�' s`r{' 10 An 1 9 Ir coxcr+<re WALE e9' 1I 6 FOR PU.RM %j _}2i0D 5. OP Fl.00R J06T5 _I J_ _ ■ 17 1' RPP I6D fA.n DRfCNOx. 9FUJORA SiS T4'TZ }•4H'f5lun BLUE aDARD a/r45MM CDAT 1 ~ 1 r�l b / / - \ (3)2•.1T Pr 6 v. rtEENf5<EMFui vExEfR—IER SMOOM.N15n. cb y, r i T#'L NO. REVISION DATE 1 1 sl 1 AZEA}11• I 5 .IDS Sd• Paui Eln5rlxG CONCRETE FLOOR ANEW .. •c verr y\ \� I I TREADS AND )I a -%OR Ewsr NG RNLfOSifANO ,I 1 3 FXrf�IOR LGHi NG WRING. ELECTGCAL PANft - IIDP.Y ROOM; BATHROOM °MECH.RM. kLG.Hi.91-1/2 0 nff —i nANDRAL I 2 - rW O -- SYSTEM BY AZfx un aen. '. TRADEMARA• I ? - RALING.s 3l.• -•: ...:.. .. . . - .. - a `� r ` s.t nr sa Yellow Dog Farm-Mayo SQUARE NEwh i L— --- - - T J 92 PNimwya lxm FLAT -. : .... ,.. .-.:. ;. - GMaTL•Do MA M!'M CAP _ nRE9ARz<_Orvc DRurxro Exsr xc fouxoATaN _ AND SET vnT•,NOx tnRlrvRlrvG EfpxY GROUt. "'r, I:re nOrf 5CALE: I/8" 1 (3)GRANITE iREAUS AND GRANRf TITLE:6naemoM Plan.SYa"v secUen, - /�q p L,,t p 1 RRe—TO`01 OF CONCRETE. <RwtaPA¢ Relemirg NAB Sadion BA5EMENT LOOK PLAN r1V. r DATE:FEBRUARY 20.2012 A10•Y sET-'frpM FOuxDAi ON P T S u w n• MICHAEL A.ZMEMN A.I.A. )PEN CELL=.'RAv fOAM 1NSUTAT ON(R va"e a Pu w,M1)R-29. ERI_ ARCHREC[URE Q INlER10Rs rvG wA IY!Horscshan"x �+ a'1 T v rvTEWOR PA¢nirox.•.f 1 nR.RATED GYPSUM WALL � - Cm SOBIT/54264�32 `�L BOARD BOTH E.—SEE PL.W TOR inKFNE55 q GrPSUM - � - - � majmch(dcmnmaLnel IAI e- " —rs M rIj . - _ - .. - I HEADER nr.Pa• �I �„�, ..�o, . Te R T.PAI/r uO C .Hi.P9+ • .♦ LG.nr.93 1p�� s LG �{ C TOP OF FOUNDATION P&A.F.P. - -- O A 1 `�y BorraM coRD of rRD55 1oe-.15 ov A.I.I. - _ Py efc m . �.A n cIEA c i - - _� -- 41 ------------------------ ----- -- --- _-- — --- ---- — � I n v j nvTC I 1ti —DI FLOOR TO OT CONC."LVALL 6�'. I w T /2'TO D.M OFAORASTS rcr= i� CIG.ni.91-I?� OS m uECTPJCAL C, 18 _ - TciwcA. I w i� R �/C�� HOER Hr.M 2 HEADER T . ... ,� w VM .663/ SELL ttr3N'/S O RAN ' NORIN - NG ORAYVL SPACE 1 GENERAL CONDMON5 FOP,OEMOLmON r 9 A PROVIDE OTrvE JEMOLrt�ON Or INTFRroP?A£ni1GN5 AN CBUID NG COMPONENTS y'Du'Du 00� IL I�N - s DESW'NATED ED T09E 'I B. REMOVE HOLLOW iiEM50R ITEMS wn.;n C(tUlO COJASE. " _ - RBNOVE aM'A&1NDONE n R RING SYSTEMS ORf F—TING 51AR5 AND SHELVING AS NJICAiFJ. - -D NOT-OWNER OF SOfEJ Ito W U Fof UTIUT Ei D/\ ./� ORfrA ASSOC 1EDwA5TEPLUM&NGRPESA<uKE55AU'WIMREMOVEL - - - ME CONTRACTORLSRE 1 B•21ORSURV-OF—IINGC Di NSAN.CORRELATE L■ L/ O'BA RPOM+ttrURES AEOVE vn rn THE DRAWINGS AND TO VEW--E Nr Of DEMO)r ON UQUI. D. O3 REMOVE EJnSTINGMASONRYCHIMi 1—M.BASEMENTTOROOF. _ F. nE CO FOR 15 TO'h£-CONOTIC-At rnF 5RF i0 DETERMINE wnETnEP. - " - DEMOLITION N,r.SRNPOSED FOR USE wLL NOT ENDANGER Bx GVERLOAGNG. O G. REMOVE—TIUG YAN—+Cl JFENING IN CDN.:tTE WALLAS UKC55M.+ .—.OR UNFl/wuFD C.- - rnf i1E�TM NO. REVISION DATE FOR C.OF A 11 6'L'NEw EGRESS DOOP_ - ME CON FP.ALTOR IS ro PERFORM mmouT o,O?PW rN W METHODS,WHICH UO NOT - - - - ENDMGERAOY.CENT SPACES NOi r0 BE REMODE10. . - - n. THE CON(—TOR 6 TO FEPYORM D—1—N OERAT10N TO FRFENr DUST AND - POLLUrurt nAZARpS. ' THE CONTRACTOR 15 TO PROVIM REMOVAL AND IEGAL D--OF ALL MArEGALS iN DAnce vain.15TATE AND Loci ww5 rnE coNrRACToe 5 RrsPONsla.t roR - - ,Yellow Dog farm-Mayo - - - REPORTIFW TO—OWNER AND nKARDOU5 wA5r£MATERIMS rHAT MAr BE ENCOUNTERED {Yello leya lane a DURING DEMGITION-CONSiRUCTON. _ ft— u wA.Eis—o15 uroCIIIIm As o�auiun wlm is.res ro Mnrcn Fnsnrw.—ENT - SCALE: 1/8'=1'-0° NOTE—TIING REM5 TO BE REMOVED mo SALvnGEO FOR—r—TION. TRLE:Eesamem OemoBGen ft. • - DATE:MARCH 21.2012 - l AIICHAEL A.AMERSON A.L& . - ARCHITECTURE A INTERIORS . - - 10 Hmee9la.Len. CenlmiRc,MA.02632 - - - 508 T154264 _ - mejuchGcamceRl.ncL AIL ' 'I7 IG zo L 2¢4.0 - - {3-_�oKxrn �. i +eYl7fint mallh(;�p: ol) ='— I oee.nocz j - -a 13 Is r -' '.� .'•- EX i ��m _ and a ivL G'Si_—h — N _ Z452 I b�2�=Z FdIC; _11 tea a ctii�TlnL i I 10 �: _ II. Q .I �� 4 Ir,eTallr�.�ver, qua+erc�c�•S t ^xIm In _:arr`l �llh .w�Zx4 4-'T" . pqv Fr rpRp I ;AG R b=514n Ile, K. 5 t cKV I , ?1-511 9 Co G 3 V��1-44D GL244G n e zO tn _� ... .13K �Et7�ZOofP N n �. 5 1 10 Lo J �tl e ti le to II _�► _ In �- - p� _ _ - F104 2{32 F�4 , Gotl 4A DE[1; DcLMC � c�ose�s 1 = a, scuffle in,ntmdn 11 16�r�-- II ner�sinne are fo b� 3oI X 2Z�1 4,, - -. u 4'-4'' 4-1'1� 3�G; '�-lo° 3,lo" 4�'4° i 4- _ - ' Ile • trKam. Dk ......1.r. :. .o.m.., ^•ice..p'' r. DE5I.n ...,......n.... �E 1E 5 SST. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28 • Centerville, MA 02632-3117 1926 508=790-2375 x1 • FAX: 508-790-2385 Michael J.Winn,Chief Martin O'L.MacNeely,Fire Prevention Officer Byron L.Eldridge,Deputy Chief Michael G.Grossman,Fire Prevention Officer October 28, 2013 TO: Tom Perry, Building Commissioner Building Department Town of.Barnstable 200 Main Street Hyannis, MA. 02601 In accordance with MGL 148, Section 28A, the Centerville-Osterville- Marstons Mills Fire/Rescue Department brings to.your attention the following potential violation(s) of 780 CMR: Massachusetts.State Building.Code for your review and/or interpretation of same. NAME/BUSINESS: Residence ADDRESS: C92IPhinney's Lane; Centerville. OBSERVANCE: During a fire alarm inspection.on October 25, 2013, 1 observed (2) rooms.set up as bedrooms in the basement. One room is labeled on the plans.as an exercise room and lacks emergency egress or a smoke detector. The other room is labeled on the plans as play room and has (4) built in bunk beds. L ( I Can Michael Gross 04Q re Prevention Prevention Officer C.O.M.M. Fire bistrict - cCC:-Jeff-Lauzon, Building-Inspector "Commitment to Our Community" R Z �t-�-�9��, `S C�+O���� , ���v � LLB. ryh. _k ., .�,_ .: •�� � �r ' �� 4.1. S 2`� % _ t 'Y r .:. �� ,., TOWN OF 1?ARMI T LE ► 2 Mi 15 May. 10. 2012 9:47AM No. 8013 P. 1 Commonwealth of Massachusetts ok SIL�I Z SheetMetal Permit. Ma�Parcel Date: Z© / Permit it Estimated Job Cost:$ Permit Fee: 4� Plans Submitted: 'YES NO Plans Reviewed: M NO Business License# Y3. Applicant License# /�a Business,information: Property Owner/Job Location Information: Name: An cc4 H VA C T(,JC.- Name:_(AA IT M A YD Street: Street: 9D7 City/Town: 60nd u3 r C ry it h 1A city/Town rn J!t7ke:YrItela Telephone: SO?r y2 L d Y 741 9 7" /3 S Photo T.D.required/Copy of Photo I.D.attached S NO Staff Xattial ,I-1 -I�unrestricted license d-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less Residential: 1-2 family Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional Other Square Footage'; under 10,000 sq. ft. over 10,000 sq. ft. Number of Stor. ; - �t Sheet metalwork t be completed: New Work: Renovation:NVAC Metal Watershed Roofmg Kitchen Exhaust System +. Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: �A// .tj c) de /-Vi �- Ia QAj oq 0 3 May. 10. 2012 9:47AM No. 8013 -P. 2 NSURANCE COVERAGE; have a current Ilabill#v insurance policy or Its equivalent which meets the requirements of M.O.L.Ch.112 Yes❑ No❑ f you have checked ,indicate the a of coverage by checking the appropriate box below: k liability Insurance policy, Other type of Indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: I am aware that the licensee does ant have the Insurance coverage required by Chapter 112 of the lass achusetts General Laws,and that my slgriature on this permit application waives this requirement. Check One Orgy Owner ❑ Agent ❑ Signature of Owner or Owner's Agent y checking this boxl],I hereby certify that all of the details and Information I have submitted(or entered)regarding thla application are true and 'curate to the best of my knowledge and that all sheet metal work and Installations performed under the permit Issued for this application wilt be compitance 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 krogresq YnSgections Date Comments ' al ecticM Date Co Mjgezts Type of nse: Master a ❑Master-Restricted V"'( aTown' ❑Joumeyperson mit# Signature of Licensee ❑Joumeyperson-Restricted License Number: Check at wppp �oy1di3 j Pector signature of Permit Approval - No..May. 10. 2012. 9:48AM 8013. P A'— Town. of Barnstable I Regulatory Services Thomas P.Geiler,Director '' Building DfviWon Tom Perry,Buildim9 dommissioner 200 Mafia Sheet Hyannis,MA 02601 www.totvn.barnstablo.ma.ua Office; 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section rf Use .A,.Builder ,as Ownet of the subject ro � 1 P pa*tY hereby authouze A C� H VA C _T1V C_ to act on my behalf, itt all matters zdattve to W6*authotized by this building pettniL 90-? a""', s �p N (Ad ese of Job) **Pool fences and alarm' are the responsibili of the applicant..I ant. Fools are not to be filled•befate fence is installed and pools are not to be ufiIized until all final.inspections are performed and accepted. 2t.6CI f Oavuet o- pw►n9er Woll ee d hvAc . igna of Applicant 1 o c fi e ) �" �er �e�( hv�1 Print Narac ` �S `` Paint Name Da Q:F0RMS.,oWNARPFJWSSI0NP001.4 Page 1 Residential Heat Loss and Heat Gain Calculation 5/10/2012 In accordance with ACCA Manual J Report Prepared By: Balanced HVAC Inc For: 92 Phinneys lane South Dennis Ma, Ma Design Conditions: Boston Indoor: Outdoor: Summer temperature: 70 Summer temperature: 90 Winter temperature: 75 Winter temperature: 0 Relative humidity: 50 Summer grains of moisture: 88 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 50,852 3,878 54,730 72,155 (4.5 tons ) First Floor 32,760 2,569 35,329 41,118 Great Room 24,526 2,204 26,730 31,621 Infiltration 1,259 1,284 2,543 8,263 Duct 0 0 0 1,506 People 1,200 920 2,120 0 Fireplace 0 0 0 2,719 Floor 0 0 0 0 S Wall 297 0 297 945 Window 1,216 0 1,216 1,190 W Wall 583 0 583 1,854 Window 5,184 0 5,184 2,678 Door 195 0 195 621 Door(2) 195 0 195 621 E Wall 496 0 496 1,575 Window 3,600 0 3,600 1,860 Glassdoor 4,320 0 4,320 2,479 Glassdoor(2) 4,320 0 4,320 2,479 Ceiling 1,661 0 1,661 2,831 stairwell foyer 1,563 62 1,625 1,973 Infiltration 61 62 123 400 Duct 0 0 0 94. Floor 0 0 0 0 Page 2 WALT MAYO 5/10/2012 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) W Wall 137 0 137 436 Window 1,080 0 1,080 558 Ceiling 285 0 285 485 closet 1,026 50 1,076 1,067 Infiltration 49 50 99 320 Duct 0 0 0 51 Floor 0 0 0 0 W Wall 40 0 40 126 Window 864 0 864 446 Ceiling 73 0 73 124 library 3,262 149 3,411 3,624 Infiltration 146 149 295 960 Duct 0 0 0 173 Floor 0 0 0 0 W Wall 176 0 176 558 Window 2,592 0 2,592 1,339 Ceiling 348 0 348 594 bedroom 2,383 104 2,487 2,833 Infiltration 102 104 206 666 Duct 0 0 0 135 Floor 0 0 0 0 E Wall 191 0 191 607 Window 1,800 0 1,800 930 Ceiling 290 0 290 495 FINISHED BASEMENT/SUNROOM 18,093 1,309 19,402 31,037 SUNROOM 9,307 746 10,053 15,562 Infiltration 731 746 1,477 4,798 Floor 0 0 0 1,966 E Wall 98 0 98 312 Window 41320 . 0 4,320 2,479 N Wall 68 0 68 216 Window 1,380 0 1,380 2,479 S Wall 68 0 68 216 Window 2,280 0 2,280 2,479 Ceiling 362 0 362 617 KITCHEN 2,280 104 2,384 3,427 Infiltration 102 104 206 666 Miscellaneous 1,200 0 1,200 0 Page 3 WALT MAYO 5/10/2012 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Floor 0 0 0 1,638 S Wall 28 0 28 90 Glassdoor 950 0 950 1,033 PLAYROOM 2,103 207 2,310 5,078 Infiltration 203 207 410 1,333 Floor 0 0 0 900 S Wall BelowGr 0 0 0 256 Window 760 0 760 826 Glassdoor 1,140 0 1,140 1,240 W Wall BelowGr 0 0 0 465 E Wall BelowGr 0 0 0 58 HALL 761 41 802 1,492 Infiltration 41 41 82 267 Floor 0 0 0 389 E Wall BelowGr 0 0 0 423 Window 720 0 720 413 EXERCISE/BOILER 3,642 211 3,853 5,478 Infiltration 207 211 418 1,359 Miscellaneous 1,500 0 1,500 0 Miscellaneous (2) 1,200 0 1,200 0 Floor 0 0 0 1,037 E Wall BelowGr 0 0 0 446 W Wall BelowGr 0 0 0 446 N Wall BelowGr 0 0 0 328 Window 345 0 345 620 Door 195 0 195 621 Door(2) 195 0 195 621 Whole House 50,852 3,878 54,730 72,156 (4.5 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. . S •. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map " 1 Parcel Applicationt ` Health Division 1 Date Issued l Conservation Division Application Fee Planning Dept. Permit Fee A �t 33,92 Date Definitive Plan Approved by Planning Board (5iG�jlZ1I�L pa Historic - OKH _ Preservation/ Hyannis d� Project Street Address L.43A1 Village CENJECY/LLE Owner__Io RLIEi— MfiYV Address Telephone SO-8 Z Permit Request )Rj� HZ 7z�rxi t)M -dUE L6 NO C6� 7-000-1-PA) % 7J Z �9 „x /7 2 V2 �d .S/ll / 6rr- Faw&7i gal' -T6 z�z;�:--n5/Dc-- ',Pgz k,-w ) . Square feet: 1 st floor: existing 33� proposed 392 2nd floor: existing n proposed a Total new 56 ►'- Zoning District RE5 Flood Plain Groundwater Overlay Project Valuation $ 85•X Construction Type /,vat 1 mm-c- 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 N Total Room Count (not including baths): existing new First Floor Room Count r.� 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 1 (BUILDER OR HOMEOWNER) Name + 524 C)5-,2DM 34))&061S, /mac- Telephone Number '77-4- W4— /3S7 Address )P &x ?-J License # C:5 2&332 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN ITOle Vl/9 SIGNATURE DATE 7 �Z 4 FOR OFFICIAL USE ONLY APPLICATION# r' DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE ' { OWNER :. s DATE OF INSPECTION: FOUNDATION &0 1olZ34,& I' FRAME ., INSULATION D 21-7)12 Gf FIREPLACE y ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL ,. I , FINAL BUILDING ® d LSD DATE CLOSED OUT ASSOCIATION PLAN NO. SUBCONTRACTOR.LIST EXCAVATION Earth& Stone Contact:Michael Takach Phone: (508)776-7003 FOUNDATION FORM WORK P&S Concrete Contact:Patrick Orcutt Phone: (508)477-5642 FOUNDATION FLATWORIi Richard Powell +. Phone. (508)477-1113 ) " CONCRETE CUT WORK - Cape Cod Concrete Cutters Contact:Evan Filion Phone: (508)295-1900 FRAME &INTERIOR FINISH Brylindsen Carpentry Contact: Jesse Brylindsen Phone: (774)836-8799 PLUMBING Dan's Plumbing&Heating - Contact:Dan Asqumo Phone:.(508)224-7400 HVAC Haglof Heating&-Cooling Contact:.Plul Haglof : • : Phone: (508)888=8368 # INSULATION MAP Insulation Contact:David Murphy Phone .(508) 888-3599 BLUEBOARD&PLASTER DeCharles Plastering Contact::Tom DeCharles Phone:.(508)430-2316. . F. PAINT Stewart Paintingbb " Contact: Sheldon Stewart Phone:(508)362-8023 Torn of Barnstable ( , Rea-ulatory- Services 1 horn,s F.Ge;?er;Director Y-As 53s o Building Di-vision �'Mi• -TOPS Pe::--,BL'd,:ng,CoWmissloner . MA 01-601 viwwaoyr oa—nrt ble.mz.us Property O,�i_ner Alust Complete and Sign This Section If Using A Builder :..._.o Z e. c (Adktess of job) If Pro-DertV Oa-ner is applying for permit please complete the Homeov ers License Exemption Fo_ on the re rs,e side_ , lialse Ca*,,WQ Triple 1=314?' xAgll VER4A-LAMO 2.0 3100 SP DesignslRooARBOS fjispaii-INocantii viers lO.,12i�oce Thurs0y.Decarn4e!06,2012 8C OALOT,Dcsi$ Roaort-us 38-De-Do OCS Gild,1926 File Nanto: Mij I!trnersonyelkwi Deg ;Job Name: Yellow Ong RaFm r.-escripton,WLTERNATE R[OGE DESIGN -02 PV.innop Lane spacifivr '�:je r-4dem City,_Ftate,Zip;Oerjtprvi,1,1.-. R/,.A. Desicner: Michaal jimmofson OUSternor " Mi0ii4eiJimmerson CortTolny: Shepley Alood Produmb,Inc. C-ccle r*.-,pertR:, ESR-1040 i rs c: T 77 71 % X, V V; Total Horizontal Przdwi Lmrath-26-DC-M Reaction Summary(Down/Uplift) (1-b!;) Mooring Lima Deed Snow 11fifbd Root Uve DO. 3-VT 2:W3 10 3.31 5*Y 0 131,3.12" 2.003/0 $:$15 j 0 LivL- Dead Sfk*w Wind Ronf Lim OCS Load Summary Tag llpscripki2p Laqq Uos Raf. Start End 1 MCA 90% 100% IN% 12696 1 Standard Load Unf.,Area (It:0V,2) L 00-00-00 E6-00-00 15 30 Controls_Su rnmairy value %Afloviable Duoatlop Cacc Lountion Discloswe PCs Mqrnr-m 33.362 fi-lbs 47.6%. 1 a O;A 4 1 i-00-00 Ct)riipk�. .nr%m uld z,_,::Vra-Zy 1,v'Irj)U.RIV-S". Eno Shear 4,B5 lbs 25.5,4 100% 4 C,1_09_t6 qkrp.-jt.7.%?rw.dL.vw of saitat.-Ifty fcr -Pohl Lcrsd Del. Laaq,(Q:T�bw) 4-6.1% Wa 4 MMMIAf I..::p MM 017-,0,Apr her_1.m;d Live Load Del. LUl 6.47S'11 37.5% WO 5 113-00-013 Ceartn fulax Defl. 0.703 76.6% nha 4 13-00-00 pf opon eriew:mv 6 raviods. Span i Depth 17 nfia Wa QU-094U In -L(hslio:i or 5101SE eigmoGml wood piWmle meet to In w,ri �- . nde Allow Allow wari-at incEllalloi Gum Rn nprAcal: Bearing Suppoft Dirri.jL.K'VA value Supper Mem bet Material ijuNicr)-=dea.To octairs Guite _pf t "M plzasc cool BC post 3-1-V'x_34"" E.319.Vas n.',q 5= .2% Un Bpecir-led .'r. i - ,8D1)2M 63 befoxv inAS.I.-Ifiar, 131 plist 3-1s2"x 3-1.11.2" 5,5U,ll'W We 57.61t, Un.-,peciffiFA BCCALOP.rK FR14W. Cautiolms 30,'SE 6LL1[,ALV4- M arnl;-of is not fully stippanw]atpcst 811 A cwnlle::10( is tiequired At.this bearing. 'W-Sfq,Vr:R&I.Rlf.lk. For mof members weith sbpo f1t4 ri11 or Mssg final design—oust ensuro ghat ponding insria!ailizy VE.,:;5A-6(FIAN'C:O,V_=R."Nt-.TUCK ant Will ncf-1 UCCUr. For mof members withOpe (1t2Y12 ar Ces5 final design pphustaxount for Rahn-on-Snow *uicharge load. ry Notes Des igri rn outs Ojode rn.11 nii ii v r�V 190 1)Tct a 1lead,defile:,.;inn r f lie K,a. Design 111.eats Code 1-,0 niMUM fU240)'Live lcatl defection,Criteria. Design moots orbflrar,'(I")NUmn mij.. rntatol load deflectiuncriteirla. 0'.. S74 Calculif on,_5 Assumerporribur N fully loter illy braned. Design tmsed on Uri',Sevvi:�R Con-Jiticn. F6stencv M 9nLfact_11re,_,r: TwSsLok 1.11,m) Pa go 1 6F 2 e�aecascade Triple 1.314" x 18" VERSA-L—AMO 2.0 3100 SR DesignskRolofkR805 Dry I 1 span No c,;ntilevers 10112 slope T ui day cecenter C6,2312 BC CAI+Cq Design Repor-U-13 OS,J3 Ua G S Build.1926 - Re fJ;111e; L1 JiI^ mvarscn Yellmv Dug Job Nwne: Yellw lJog hafni JesrriWien:ALT ERNE E RIDGE-DESIGN Accir>~9g; 9E.PhiinnEY`t Lone SroCifer: Joe tulacJera 'Ay. Stare,Zip:Centerville,tblx Designer.., Mi-.?iael Yitiimerrson oust•3111e; folichael Jim"I'arsc i L'Uml:unl; Sheple+j'htDcd,aroduas; inc. Cade repar:,s: E SR-1.04,6 isc: ,Connaection Diagram Disclosure l �� :...- :'prnlr-.,iess and accutwi of iip4''rrius' tJI6 r31y on o ( I �• 4is+f n itn��1 a,eu en a eu11 31111y t^,r l * � ,p'7rtuailar ap ir h i ^ulpat here bfia4d rail auiidirf� `6 4TR f;'.I"JR9t- 4, � p-mp•rlien mild ynylysie!neUt,de. �• a ' tt t y In r�Il�t un ui Q ;E.erla,�te�r9y ttb:d AC�?R pnaducs rn. Lt?_ifs 9:7}it�ana9 n'tt ,v ,g�M.AF,;. eurnerc if stalle-kai cjl:a an]appical.In buildi;ig cu es..To:Utaln Ira 5ilwica Guirj. Q�!• " ur Lek_'jr trot. p 2&3s-c-!! a mi„imum=2' C=1L° i�:1Q'23z<p d8 wfine Ins 4110"'11. b minimum=d" d=24" yy ; e minimum-1' 7 CC c.ALIcIfe..ec=�fvleR.::J,.3 4 F'UGI5T� BC RIM BL'r+hl tt' h:il?-c•' k'l TtuasLok soil-ews may be i,ndalled frcrn c-yc iiWe Ut x.�t110ple ply'a'ERO" .-LAR1 bums. B'JISE Gt.'IJtil;! It.1F'?E F k fdtmfi All T russL7k s-a aws max be installed f(anl one side,a mu- �: -Lam beans. �Y�TEb1�.:ERSA-!ANC;, yFR:, F'Ihl Member has no side lc8ds. F'US .VERSA-'r'I►,k Ccnnc k; sare::FW1TS 05 V-=R5r'-5TRANL* vEk- s'UDR. Waleril Am M h js.c Casra:ir'.`lacd - proc!uca L.L..I . Y Page 2 of 2 l eoi�o � Single 5-114"x 18" VERSA-LAM®2.0 3100 SR QesignalRocitARB04 G,ry I ^ span I No^a rilevars I M 2 nape Thursday,Decem6e,•33.2C-12 Bf,:.'CALW Dcmign Rope t-US Da-013-0111 0108 Build c 920 File!Vans: NI J immerson Wilco;Deg Jcb Name: vellcnt-Doc Farm Cescri;�'an:NEVI:RlO'GE Addresk S2 Ph,inn"ys Lane Bpuxl7ler: Joe Madero City,State,Zp:Center-Aile '<,,M Degigner: fi+lichaul Jimmerson Cu tr mar. IIX. ilael Jimnlemon Cernparm Shepley A lcod Fr'ndua .Inc, Code repots: 1=51R=1C40 hllisc: --- so 61 Total WriLontal Product Length 86.ODLOD Reaction Summary(Down I Uplift) (itrs) 8"ring �,►vp -- Dead- 91MDw Wind RootL1VB BO,3-1Z - 2,00210 • 3.31510 B 1.3-11c^' 2.003 f 0 3.31510 Lice Dead, Snow Wind RorelF Livc OCS Load:Surnitlaly Tag Ooscriptiibn Load Type _Pmf Start End 109% 90'?lo_ 1U(15S 160% t25R, _ 1 0naam Load Unf.Ar+ee(Ibdfi^2 j 6 DO-OC-OG' 26-00-00 .15 30 Gti-C6.00 Controls Summary Vallio %AII(Avable Duration Case: Location Disclosure Pw.Mcni-ent 2.5.312"0 ft-:Ibs 4?,a"a• 100% L 13-00-5131 Ocript npit rust End Sheer 4,5815 l!bs 25.5% IC?A c 31-09-08 Le vsrm0 hV anyarr..%fia r:.UM reN.11 Total Load deft, L�3flis 0.�OV 45.94b n.s r 'lnpLt es^���rcx cr x tyW�l�:c far Live lWa�7eF. L:r�41 'O.t7f�'r 3f:5°}�' rr�� 5 13-00-:70 Marti +iar?ypl� �si.n.0u_ulImv. see. Io1ax Doh. .iaP 7G:5^E n!A 4 13-DC-OG 9n building,rn>. rc,l r _ ^ro^.erilas nd Ki.gko s m who_s. n r'Depth 17 rd nra 0 0C-00-DG Irs sfalion f PoIr crgire-wed r•^u^. Lro-jilcta Tint ke in a-rDTdz.we► ill. %Allow %AH W! YL•rent Irv% Patiar G ide zitd a yI49bla Bearing Supports D113.(L x VA VaIuc Support. Me mh9r Material cull +n_vodrs.To obr ;ri Insl tll9llar''3ude ,yrt ars�t 12 -1 BO Post 3-1.2 x 2-1.2� 5,31 c lbs n s 5 .9% Ul r.soeciled. , ease wllll 9t:or. ST Post '34, 'x 247' 5,318 lbs nro 0.9% UnspccinC 1 bC CALM,BC FRk&-".= .AT; ALLJOISTC.SC RIM L'f?ARrI,;, POCc C:a41t1oi1S BOME G1.UL:fd -' v,4'.ELF :'^VAIN: fiember is not fully supported at pt+: EQ. ;4 connector is. required a this beafir0. Jf atE lO.VEFlaP,-Lq4 kI-16% :%•RiM ' blembar is nc1 full)stlri0011ed at pr?1 21. A cony ed ur is reoulred Oi this bruirii gig. FLUSH►.VERSA-MINW, For roof members with slope 0,4ti112 of less t.inal desi-en must ansure thai Fondflig lnSMbllit:..' 1.TR5A-37RAIIIfn VER.jg4-C-TiJM art. will not cccu!. h9dbrarke or uour 6i,u:�d�.4'=0- For rrof mare ers Nvith WOP-a(1.202 or less finei design must account for, Raln--311-SIirmv surchafue toed. Dotes - Design kmaets G ld- mhAtraim 80 Total lord deflection cri�'Grla' Y. � Goslw rnee:s Gone minin;mum(Lr440 Live lord deflection critena. a Design k4�ac b'ari)itrm c1")1vlaximurll trtsQ load deleciion critrira. Calculations essurne mejNNber ins flu!Ij latefawy Ixaced. Gesign!based on Dq Ser.Ice Cond!Jon. IS,�SGTU flO TO, Forge 1 of-1 Enloe * Single 1-314'r x 9.112rr VERSA-LAM0 2.0 31001 SR DealanslRooARB03 R'Y 11 siaar. No an ilavars I Gil 613pe a;nurgaey,De,--mGer 06.2012 BC CALM Desgn ReDcrt-US 1C-Q;-QC OCS Build 1926 File Name: M Jimme:sort Yellcw DGg Jab NZe: Yellow Do0 r arm Desclipti'on:4 - ,Address: G2 Phinnays Lane Specifier: Joe Madon) Llt/,Slate,Z,p'Centerville M& Dwipner: Michael Jimmerscr ;:uslorer. Nil-,heel Jiirnrnsmon Lcm;pery: F mdNacG:.Inc. Lode repvLt. E=SR-1G40 1o11sc: . 12 r .e a r.• r_ t i y_ 4t T, i dr w ®�_M a� y 7 P t .��n u y i q_ v 14T a' Taal Na�R�IFradr,cYLerath=c�:��o -- Lim-r Dead Saw Wind R4paf Liw OG3 Load Summary Tag_OeacrIpSm Ref. Start end 1049E 90% IM 16a;-6 125% 1 Standard Load Unf.Am(IbA"2) L. 00-00-00 03-04-00 15 30 2: Unr..Area(Itdft-12) L OMO-00 0$,04.00 10 2,5 10-G�GQ GOIA IS Summary Va.Ima %Allowable Duration Casa LDcation 01sclosure Pc•$.Monjenr 2.51 ft-Its -10.69- 115?h 1 01-0&00 :f•~.rlpk7tcn;,Cr,;;nO a-r..i.iray of imul ratt?oi End Shear 460163 13.21.1k 115`}v by arms-sfi:..-.nu'd ray ar: Total Load DiO,. U6.815,0.005"; ?.6°N nra ic, Lire Load DSO. Li%, 77 fl.0C3') 2.4% nela 2. 31=08-a0 pae var fac .-.izn. 1PIa tern_�xrJ Max Det1. GMT* 0.5%. WE )1=J0-?10 3nbutttlingr,�.r Fc--Prepdr inn =.-,errs F.,d z-ilalvs s Rpet'ur:rz. Span:��SNltt ?:6 n:a Il?2 Q DO-DO=DG Ir:ai5:'dafion�;f Poll-. nryirae r i�vd or rrIStr.nr.:.t he in::_�uairr�ee rri±h im1mv Alloy c a-,jit Irsis,i'mior,GLi4e k rd a,.pk abia Bearing Supports Dien.(L x VI) VAlue support (Amber 0.laterial .>iiliin_-ode!..Tn atr--fi Lrslellation:.fade -r.1.k qu",i::ns,uWs:e c*11 6G fast 3 1d.7"x I,a7c P5s nlo. 15.�:6 Vr,3�pcined 41fi.iF!.2 7$p nttara ir�sl8ltetion.. B1 P—mt 3 1,r',2"x 1-314" 1,3721bs nfs 2G.£eit, Unspecitle l 3-C CALKS,BC FRh1t°ft AJS `ALL.O, -,.eC t Ali� ARD Cautioi1S Gomm-G_UL Y%v*,,%1WF-Le 'KAMIMG For rmf members with slcpa(114);12 of less f nal.desig;n must ensure thai.pondi.ng 3YSTEM3,VERSALAMV 1tkSw-RP4 will riot caw. ?LUST: ERA Rlitt!^ For mY members-with slcpi,(1.2Y 12 or less fiMal design must aaom.-A for Rain 911-snaw. 4'ER3A-5 T RAN lam,VERaA,b i' .,�P arc sunchiu a load:. :rsd:rn;ar►:��r 30i3> ;;4&:ode.,%vo r 9 ?eWuae L.f.D Notes L)esign,meets Code r-i inirnt im(Ul BO;,lc%al load de l ev.-ion criteria. Design meets Code vninilm.-im(UV O)Live Icad dUflycti4ro crit(;rlal. Design meets artltrary(1")tJ vimum total(Gat 1z0ection w.iteria. Cal�tUaGons sm5w-.ie member is fully Wit rally braeet;. Design based on Dry Seivice Corrditinn. 4't1F M >t" Page 1 ci 1 i 8orsc�aar_.nd9 Double ' -314" x 9-1/2"'VERSA=LAM@ 2.0 3100 SR Designs%RoAR802 Dry 1 span Ne cantilevers t'!"2 slcpe Thursday. Dacemtier C6,2012 SC GA Cc Design Report-US CID-CO-CO l7C'S BUIG1 1E23 F-He Narne: f:,l Jimmerson_Yellow Colt .Job Name; Yellol Dr/..J Fermi >e3 ,iptir..n::? EAcIdt k". 02 Phinneys LrNae spr✓,?tier: Jco(,lacera C6ty; Mate•71r;%SlIter:---1 to1r. DeMgner M aei Ji.Xmerson Custornw,: Nlichd-.1 Jimme(sw, Company: She-olft Wood;Irrducts,pnc. Code reports; E-$R-I':I O Mi;�4: .• r e .Y 7 1 W Y .V J! � � r b �S M 4 i tir ,� � Y V V. Q'...� •�• � v ;._. 4P $' ♦ e.--�;�' s. ;: :k .'r t t r � v s y- i .y v -m ® v -i ,,Os-k A' k . C EG, 3.1.'2' Tolel liarizrntal Product Length=1:r00-0O -• -_.._. ——- Llve O"d $now Wind Roar Lind 0<:S Load Summery Tel Dowlptlon Load Typo Rai, Start End 100% QD% 115% 1611% 126K 1 Standard Load Un1'-Area(IW�2) L OC-OC-OD 10-00-00 is 30 49-CO.04 2 Unf-fires ttNTM) L O&OC-00 10-00-00 10 25 oa-Cu".0D Controls Summary 1lal¢o A.Allowable Divration Case Loebtion Disclosure Pos.fvlerrr2nt 8,10 a fk=105 :519.5% 115% 1 0;-OC-0C1 and accurauy yr inpil.rnu31 EnJ Sr,ea.r 2,7,881bs 35.4% '115% 1 01-01-00 to wrifind byar•nnr.wl-lo v••uVj'et?_n Total Load Deft. R 43 i '4265'") 41_'QS nla 1 0,-00-00 :'Wp i as eeineri m::4 su;;gbW.jfor Live Liar; Deli, 636 0.1'a''1 37.T, na: 2 05-OC-0c z�'rlr u4�r ap,,h ...r_n +J�';ul he a t+aee . r 6�.iding audm s lr�i eel%t Maxl?ei7, 0.255, 2Fi.5°r. tits 1 O QC-OC` ,-orerlirs a:nd an:rly}i3 me-W"s. Span 'r;eFrh 72.1 ;;ra nia C OC-OC••OrJ' lmizl;atian s BOIS_ergiraefev'o-ml trw-.}i be is accorcleice',ar:G Allow Allow 'uTr.rt Irlslall3lt0h UUM Fild Frpltat!.C, Bearing Sups Dirn,fL x.w} Value ;support NIL-inber Material roil ;�_r,eyries.T.vtYF.an Ingtahaton Unspecified 1,Ecitied ask.quwso3 rs.eieF.sa call 130 Post 3412"X 3-1;2" 3,ei;� 1 b s We, 36.7% P ;?0,:'12s2 u78E eetvr.utetallaGor. ` t411 cgt 3-'112' x 3-1,2 5.559 Ihs nrs 3Z.7% 'UnsovCiflFtl EC CALO .3C FRAiVi-5R i AJS.'•'. /. ;�I.LJDIJ TZ fC RIM FV.sltl ,1 P.CI ru, S+allUQin9 _ E015E ,RAMlN^ For roof�—nemters%vith slcpe 04).12 or less final design must anevw that pono ng irmabil S,Y.,+E i,Gr ,�,E, r.Lg41?9. ERS -Rq's4 will riot=L't FLUS�J,VERSA.KIMV For roar r,i,emters%vith slape(I Q);1E or less final design must accovt fw, Ral11-011-SLIM, E�sE+- !�''ti" � 'tk t�T '-av'r• surcharge EO:+d• SrsderarRe of 3ab�: ar�:atl �'+'cori Pradu:l2 L.�.G. Notes _ Design meets Chide nnitlirnuni Cil W,Total IaeJ deflecton criteria. Qes10r mee!:s lade minimum(L440;Live load CefleCtIon crkeris, ' Design r—:ee s artjitratl it"j tala7timutn Cater logic deft ion criteria.- Ceilculatirmna assume mert:oer is fully latlwolfy hraced. Design,based on Cary SF^lice Ccndi:ion. (=0stener Van-ufacturoc TrussLok itm;" 67AUNTUM -*'• 'may C. P Page 1 0 2 �--�'� Otiae Cascade DoLible l-314" x 9-1/2" VERSA-LAMS?2.0 3100 SP DosignstRoof1R802 Dry I 1 span I No cantileveli s ;DO Slope Thursday,Daccmi oer C7,20 i 2 EC CAr_C*Design Report-Us- C-9-00-03 OCS Euild-19.26 =i'e Name: IM Jimar.erso _Yellow D3q .bob Nar <e: `roller:1--lol Harm Besvil"Jon: a Ar dr!E-9; 92 Phinneys Lane SpecRiar; Jou I'aljaera Cit,r,Stare,ZIP'Centerville, MA Desigrier. Vi hael Jimmer_on Cust�mFr: fitichael Jimmersan vompany: Shople f:1,106 ?ri4'Jllci5, Inc. Code fopotts: ESR-104.0 M.ISc; Conyoctlon DlaMnl _ Disclosure ,r•- ft r. p:If+rist aruns xiov d*, rely use i o„taul as a I^:an-.e skirr k fnr L •, • - ' 3r psrUwls.r appllratt i 1trpt�t(M7 bM rd 01: .ulidlrr� ad"ccev,.cd d;vgn L— a p.opemea and ar�alpais w1h d5, $1 JE1 t1i3Al v pwclu�a r1tA ba in ac+7?r�c rn with X'0,36-5i wr ei,.I�era115a-.n n' ani,p lir -1r building oo'3E TO gl�iir Ir5 Ilrni^,i�JI C ' .. or 55;(;13eoUOns,r rAx a rn nimu.-I=2" C $-1,J2• r, E• �b 0:zit l)7dtt t*Pr rr�r I.�ii��,�. b riv nimun, =d" d=24" 81 CA C*NC hL j0tS 19 R.RIILI GOAPDW,3CIU, AJII rtLa`si ak So;ev.a mey tse 6nstallctil Ifem one sir.'s of'nt Iiil;ie ply'UE bestrtlS. 8 6Int:kUlwAtATP,31MP E rPMING Aril i mmic-Luk I;;fuvis ma.:W installed frcm one side of muhpiy Vein-L.nt beams. V_RSA-F,IM IMembe'Inas no side Icids. ��✓ YI't.YM. K�� Ibc'•, Connezlu,r,afe:FIATSU IS ER,3--STRAi4DR.',.�Ci�3h STL�L s Eve har'enakr.of G'_ise Casc�da;!�U.0 Pmdi,rs L.L.C. Page 2 o,;2 BdleeCamedr -_ Triple 'i-314" x 7-114" VER$_A..-LAM@ 2.Q 31a0 SP• Desig.nslRaoflR1301 Dry 3 apans 1 Nc aantrleve7s X12 slope -d�urs+day,7ea3mt:or 06, 2_011. BBC CALCI Dci -ilgn Roan-US O�•O(Noc OOS Build 1926 Re Name:. tut himmers•cn_Yellaz Dog Job Name: t'elloty Dog afrn Deecr:uti rn:2 Address; 91 Fi1it11~ey'S at,-3 Siaeciftic— ine Madera City, State. Zip:Cenier*lls,NIA Cssignot: 1101chaei Jlmmersnfi Customer: Ilrticlliel Jimmerson Cc•;rrpsr4y: Shepley y:+cod Prvvticts,Inc. Code repots: SR-1C40 hAisc: 12 - 1 •] r I C' v r 4. -R__�{'.�- I •' w._S? Y W 'V e_� ._9' a- 'W.. 'C T i• �• Q c t r r '^-w '�-yin lw.-. r .h°'++n.*t^sue-.•ww...a... .a.a. t._ sfi •,x x.•'{ram ly s,;.„f - -' `l9'"vT�'in'', Via.-:=...?n'S �.. n 3..i W:.f'w L.i._....-�.•---�- ` f JJ cQ 75 Ir JJ l' -J5 JJ es-95 80, 162.Ali)' E3.3'1 T�:rJ r`I9r¢Or11Al ProdUd LergM R :'B•��15 Dead snow wind Roof Live --OCS Load Summary Tag Oysyri&n LOAD Type RpF. Start ;End 100i6b 90% 1759E 160% 125% 1 Standard Load Unf. Area(lb,'fiA2) _ 00-OC-Do og-40-15 15 30 49 00 0Q 2 Unt Arsa(WV2) L00-00-Do 49-09-15 25 08 Cr0 00 Controls Summary Value %AllawaLre Ourefion Case Location Disclosure Pos.roly.-L ent 562 ft lbs 3.SIS .115% 1 D1-05-10 erd ecc{uacyof u•rpul mural Rep.rulanitan; =r @13 ff-il3s a.3% 1,5%. 4 Q$-G3-9 to eilrr9S lay errtmd mio Y,vh Yty-n End Sh-ar 41S 1as 5% .11s 54� 1 OC-1C-12 AAPL0 sa svt-*li y for Shear 817''JS 9.8 , 14.5 07'-0?-1C+ paoicul9r spilceti:o. b:,!se pg ll A nrho isTotal Load Defl. U15'20{0.002'i 1.2% ltff 1 01-0?-0° ile. d Aay4s Live,I_asc Defl. p-21 40-4 0002 1.1SS r:'a 6 01-07-07 iiMellator,r hc�G�bergir,ec�ed'�,_u_` Total Neg. Uefi. U-153.355 0.1% 1 i£ 1 03-OS-0a r-or;uc%rnwt wi iwordanue..ilh, Max Del. .nG2" 0.2%, nrw 1 01-0?-05 ctin—w Insiallffitor,Mille aitd c:.•p6U3Ula b tjUL10 cu es.Th obie,in Insulls(on v4.idc- .opal.r f+ep?lr 5 ttr_�' ria Q OC�IIC�OC D �'�lfl'i.�l.1 r'11Q1^.. 'Ir«c GYII '1G llovu 'k.plow 0,01Y 2;- lns;rfcw-�rnsullsifolt.. Beafing Supports Dim.(L x M Value _ Support Member Material eC;,;AG ,X r—Pf-. '-=R.*.AJ5'' BG Poe" 3-'1:2"x 5-1.1M 1,0?4 lbs ria '!.f, t Unspe:ified ?Ll 1I.i,37 BC RIt,1 D D' ecl3!-; 51 pas: 3-1.2'x:5-1:4' 2:814lbs ria 91� Unspecified POir, GU'L AVIN SIMPLE=RI NiNU 3 1f £"STzt;t [KaFtLA?�41f� VERSA.-RIM PeSE v : 4 : 3 8$ Pcs: 3-1.2"x 544' 1:074 Ibs r:s; ?..S'A ^Jnst~e:fipcl .HR^_9 TRANDR,VEISA.STL+12 ere 1r lr mirk -s Guisr Cry kde POad CaUtlOn9 L.L:-. For rcmpf inembers with skpe i;ii4j;IE:or lan. final design mwit unsufe th-J, Pone'inr insta.l:i'.it, will not muf. Fur roof rnamb-cs%vIlls slope(fa2)r12 or less Final design rltust.Dccount for Rail,-or-Snow skir, larg? load. Design muc-bs Cobs.I-AIWIvium Total load dOIDctivii cri-C.ia. Design mac-Is Ccda minimurn(O +240)Llveto r`deiecticn criteria. Design i i rel arbitra,iy(�") Maximum,=c•fGl'Dad dulo;Aon crlterla. `' Sr�tifrttlplk �' 0 alclNlaticns assumo member i3'tUll_r I,-Aer'iN brace!. Di6signi3 ..arjicE Condlt:.on. ORION ��. Fa4'eroarWlainuuatkw..r: 1'ruzaLok(4m) (Page 1 of;?, Triple 1-3/4" x 7-1/4" VERS-A-LAMO 2,0 3100 SP DesignsMoo ARBOI Dry 3 spans 1440 cantileveis 10112 slope Thursday. 40.enemtei Ob.,2012 a CALVE Design R-2port-US 0-0.3-00 JCS BUM 1.023 File N sme: M Jimmof suq Yolleve Dog .Mb Name; Yellow D(xj Fumr- D&,kc(iPtien:Z Add-futit: D2 Phinnews Lane Specifier. Jae 141adira *..Nivz State.Zip::fi'mwville,rWA Dwi�lner: Mi-tiael Annirnarson cp';stomur:' Mlicha-ul jimmefs3r. Company: simpley INOW Pfcclucts,Inc. Code reports; ESR-040 Disclosure Irpt,nt;M wo L-d r or,�v isd by EAyone moh, Culpvt ts ii-Merce oFavilabi tarll:Oarsc P ca boob g UIAI tiu,.e(1H.s:Ekd anahtsla nwho.4s. ;M 1,,M&ralw,;.�l E,-11.1,=eroinswed vnoff accordwe vi"Pt MAE. =-,wd hislaVabor.,OtMe and eq)1rs.blz 1 LxjiUnp,Wes.T,,oW.F.i.i I mtR11"nn Guich, taO."I ZVE!'M etors b minimum =4' d=24' E-C-CALOQ�.,10 FRAVJM�,MS-, c-mrinimum 1 r ALLQIST1>-L OC;Jp" Cr-1-P' ,All TrussLok scmvs may 5e In.Malleci tw One side-�knwltiple ply V PS -LAM 1)ea�,-,& O(McE CO ULAN! CAMPLE.FRWAING M -e -s may.w!inkasiled from aria side of m. pl't Sys-, AD Tfussl-ok ser -%% . 0eams, lVember has no side Coatis. Gorme(,W fro: F MT&.305 tiv 1F5-4O'T'Rrk5 Cf aaisu- Pro t!,L.L..C,. z a PEQc 2 of 2 s�lesr:�co�� Triple 1-314" x 9-114"' VERSA-LAMID 2.0 3100 SR Designs1FS03 Dry 11 speln 1 No canflever3 I Gi12 slope Thussdey_ De.^embaf 06,2012 BC YAWO haeslgn Report-US 0_12 0G CICS Build 152 Filo Rlarriu: rat Jimmersor, Y'enuv1 poy Jo'b Narne: Yeiia:a Cog Farm Description:FUDOR i3EAMI(oFTCN) Adelman: 92 Phinineys bane Specifier: JcC tladefa. City,Stata. Zip, MA Degignec h1i&!9e[Jimrowson Customer; Michael„imme son Cctmpar)y: Shepley oNwd PfoCiurts,Inc. Code.reports: EGR-"104C Misc. .0 J• ,v w_ X.- y' v s r' v 8 V• t _Y� v v `• -_ ^+Twr•..w....�r." ✓.v-..•rc�r.'_P...Lv..' ,_.: +w•r'..,-�..Y!.sM..... «�- �'.#_ To.a HDdzan,2 Product UNth+14-M-0 Uvp Did—�- Snow Wind Roof Live CCS Load Summary Tag Deecrlptlan Load Type R_erf. Sbrt End h N 90�C 1 ti5i 100 129% 1 Standard Loed lint. Area(oft"2) L 40-00-00 14-05-06�40 10 01-04-00 2 Cono. Pl. (ba) L 10-00-00 1 D-OD-DD 1.100 2.646 631 Na ,ConLTols S�umma'ry Value �o,Moveable Duration Case Location Disorosure P s. L!•amF„h 12.441 ft-k* 3E.5', 10oti 1 i 3-00-f:D Curip:etvraes s id r•..t racv otlri,.u1 rnrsl Erna sih&-ar 3.445 Il; 33% 10070 1 G1-0U d 2 b-vev,'ied tr.anyone v,h�,.wot!d re y or Total Lcad Derl. L,120(0.52 7 .'d'1(-, We 3 Clr-1D-001 uuipntyaev4s ceotsaltabr'lly - L'u Lund Dell. L�$43 "1(0-19CP:j 42.7% n1a r3 G7-09-02 Particular 2. .etor. terF'sA54Q Max Defi. 0.625" 62.5% We 3 07-1 D GD ur;bjil.:.nr,co e•eaa3Ple1 dcoagn pr pe size anv 417E r15.Y0G1t�15: spin i Depl:N 16.2 nta nra 4 i:•n of 30'.5t 5n_r.,atc rhn word pP:(h.le muet be Ir so-,mlAnv;,Ait �t Allow ?b Allow currant.wolrellcin GjiM any,p lim-li Bearing Supporttis Dim.;ILxWl Value 3u oort� Meanber• (.txhanil bt ldlfpe des.io mair In�gll,rrrt uiin Ra. Post 3-tiTx3-1.r2" 1,695lbs n:'e MY4 Una cifiuc, vras%ca:eeGors;pl�e36 si! r .b OV32-0T•.8 be �o Irs.3llgli-n, S1 frost 3-'E'x 3-1)2" 3,1772 Ilan ni:l )4.5SS t nsp2ciPied Ot:C.A .C;216.K.FRA 1FR.► Caul lane A-JUiS'r O,6:r f I(d 19QAn un',GvM, 6)1fit.:JLUI 4N1TM gIMPi C FF2r411.1IMC Member,is ra ft:lly supported at post BO. A connWo.' s required at t:s beating. bY�r .r,1x, ?�kF� I_r�b? _RSA=41.4i .Member,:s rot fL,llw supported at past 131. A car:nector is required at s btearll)Q. Notes traacros* atrz�;seCa ra"e',4bv! F�rydprsc L.L.C. design meets Ct7%Je rrihimumn,L.243)Total loud c 4lectlen criteila. Oesign mEOU-CV.116 minlnium.1 L,3&')s Live.load dEfie,lion criteria,. Design meets zUbilrrsry 11"', Maximum total Igad dellect�ion cr:ueria.., CaiN:J•:latic)s assume mentt:er is f•,;Ily lateralNj braced. Design based an Dry Service yond''ition. F-asp Erlar Mlanufa Vivi er: 5a Lck t'm) q In'U� w RAM.. �•� e-1 Page 1 of 2 Triple 1414" x 9-11411 VERSA-LAMOD 2.0 3100 SP Designs%FB013 pry I wan 1 No con - tile-im; -X12 slope Thu fsda?. Deceml?ar 06.2012 IS CCALL'To Cosign Report-US Gi 04-03 OCS Bui%I 1228 =ife name: m jimmarsmr_Yellmv pop Job Name: Yellme;Dog Farm, Des-cripticn: FLOOR BEW(OPTICNI, Address: .92 Plhi)nays Lr=ne Spe6t-er. Jce Mace-r-a QIY State,Zip:C anlowillo, MA Designer: 6.1ic6jo111 JiMl."lurson, --ustome-i: Michael Jimmersors ',o m pa n y $hepley Ytiond Prcducts,!nr- pofts: E SR-I X ru M i=-c: Connection Dlauram of in"hVIUM wnew_4md by ariyare-who wnuki re4r:n) '21 'narlin0arOppliL 5;X1.00.-Ul,hb*630'. r -n ho.,'ding cud_-;s:.;:e-_-ted Cesipn alpis JR lrm;� Nor, S`,dcginattfc:d�11mcot Y,!k M.M.TORA �i ,i armdu11w wojtort�r-n"' be ,-- ;Trmt Imi;Atatior,nuklemid al. cadlin:_:, r.s;.Tc.abi;!;ii 17 till t in Guide __-0 -r-r n -.lema tall a miniv,"um=F C z: 5-IM" b minil- A*)2V-^v-7(%q fow. Unum X' d r ', -Rtl-l.cAK em;-jjMLHM= IM CAI_fx ,0. Rk ALL.!OISTM. 100.R.V IM413C EC.rf. Conne0im,01,99igan assumes paint load is tu-Iovlded. (1=of 11 le ti 4 Cie' f-JE-IDE-Jedl RUSE CLULAM-9 SUPLE F-RA&W10 I istW'i I . 4r,r-ra sai . a watrz.wro,vcma—L&rm.. pulnt loa6i,plowx wr I-- technical represemative n IV Ruca d, PLUS,'�'j,VEMSA-RIM0. Ali TrusslLok scmvs maybe ina%llud from are sitle of nluftl e ply V�W^ -Lj*,?.i beamns. V, "I �A ` 'A =P -uU All Twssl_oK scumis may be iimmlleq'l*)m ore side of m t,.,-!=W-1, C=;Zlj -S.7RAXX-,V_ 4m, ul iply ursa.-Lairwoeamos. Member has rm side loads. F1 W.ude Lt..G, Gucnec,Wis are: F1MT8005 Page 2 of 2 i �uierCwaade Double 1-3/4" x 9-112" VERSA-LAMO 2.0 3100 SP DesignsT1302 Dry y suns I No ca�jtileves%j 31 M 2 slope a±nursday,December 0E. 2012 BC ChL O Des:gn F�epci t�Ua 01-04-00 OCE Build 1926 file,flame; M J immeu r-on Yellow:Dag Job Warne: v`ello.v Dpg Farm Descri!atian:C'esigns FBC2 AddrnsS: 92 P linneys W an-3 Specifier Joe MarfE'a city.St*j: Zip:Centern611e FWA Designee: rtolichacl Jimmersor, Gt>a=otner: PA(^.'hi3elJummecon Cwn;pal y, $neoley'A�cpd FruadrJ _,Inc. Cede repo!: LSRAC40 relisc: [_c :1 •1 ` a c- vY�q+ !a.._� w _T•.b r i s i' O 7 W J a Y 'Q _Y _4 •e. ,s 130,3-112' al.2r UT Ts-et H lzontal Product LaMth= 5-11-00 Me Deed Sam Wind RceF Live_ OCS Load Sumtmary Tag DescdpOom Laid Type Fief. Gtart Er•d IOCCs 00% 115% 9WIA 125% 1 Standard Lbac Unf. Area Obdfi''2) L 00-00-00 15-11.00 40 10 C1-04-00 2 Cano.Pf;. flbe; L 47-03.00 07-06-00 1,a$5 3.530 922 Ws Cantrols Surnma y valuo h Allowable Duadlon Case La_c_Minn b1selosure - rC's. Morn nt 4214 rt Itis 30.2'k - 1WW, 3 070 G1 , CumG'eteraes$nci of inn iUC- MurnGl'tt ,20� Ilia 15.8% 1001% 4 05.04-00 b5ebri`iadb,F�roee,vt+�xnia�in,yan lunr Sheer 3391bs •.4% 9W,S 1 3 01-01-00 oL,-,;jt se,sviderice of suitability for Cont.Shear 2.S58 Ib3 4E.8% 10C/6 4 C ('a i',4 Oplift A's I It* We �'n� 9 10 00 00 u1,�ail rty WCO—scosrA .�Ir gn t)f pet'ee ana 511E.L IS voth.dr, Uplift 3:�6 IUD Wa G% 9 • °5-i 1_03 inetalIFIRNn of dr::ASH 4igi,r rat .-a-d Total Lafrd CO. U 2,t33(t?.02 ";t 14.t n1a 9 07-09-03 p(ML:de rnuat I.,e In;rr,,,-rar,;, %il-h Li�:a Load Deft. UU-6C(0.00Tj. 5.2% n a 20 07-0,3-i 6 currani:nexallskun C7aiM and ap lir;:alr, Total Ueg• DO. U-4,934''-Q.C12"t. 4.0% n1e 9 03-C2-05 bt:-IdlrSlo�,(Is,te;A)tair,trr auq i-n[=i,i;e " C7-C9-Cro .s G ( CdrUAx�efi. 2. 6 na 8pen i Deloth SA nca rn9 3 nti,.r y=40 's�0�e32-u. s n ; rr iris-tl, inn. hiv C 104 P.C.7;;AI EMD,AJS-. ,'.AIU)w %Allow Al_I JC,ISTp,r RI1.1 133A;R37 EC.. Bearing Sty ports vi!m.IL vu Value Support Membar rdab9lial RIA3EGLULAM'w 3IfdRL1!FRAMING a or.^:T=h1!@ :%CI:Srn-!hli .'•'=P.SA B ! Post 3 oT x 3-'u2" _351 Ibs n,19 4.1 a Urturciifiec. PLL:3ff'.'��R�rs ttb4o, p1 post 3-':.02'x 3-V2" 3,852 IttiS nsa 41,914, Unspecil'iec VCPSLA-STRAND*.,fEP,5Fr31•UE)i F.;,o a� B2 Post S 1;Z"x 3=�/ " 2,742 lbs ri1a 29.0% Unspecified, iorib!ks orBc;eecascwa h'rord 0 3 Post s-1! x 3 c"T 3103 Ibt n1a 3.3% UnspeCifiedr Pruduula L.L.C. Cautions uplift of-381 Iba found at span 1 -Left. Uplift of-309 Ibe found at span 3-Right. Notes Design meetE CoJe rniniolumn•fU243)-total load..deflection criteria. Du.igil meets Code minimun;;1_13E3i Live!Jati doile;:ttion crlterla, 8. Oeiign meetE arbl:raq{1 ;fljaxim um total lead deftectinn cri Jena. �� { CaioArldons assime mamt;er is fully laterally braved: cR Oegign based on Dry Sor4ice CoWltion. .=51 'aS-'ener rviantrk v tiger: NrussLck(im), ;ITN A Pege ? of 2 Doublel-3/4" x 9-112" VERSA-LAMO 2.0 3100 SP ClesignsTBO2 Dry j 3 spans j No vantilowers I QiQ slope BC CALLM Design Now'-USS Elvild 1926 File Ngii-w Mi SrrirnemorC Eltott-'Dad Job Nsrne: YPII(YV dog Fan Dusuripliort: cwaprim.r, of Addrem-- 02 Phinneys:La ric .5peodier, Joe fuladera C S-we. Zip;Center.-We, MA Mesignar 41,ichaol jimmer-2on Customer:ier: ruli0ael Arn-r-ounkfi C ominny. Shaplenj'.'-;.:)ccj' Produa s. Ino. race reparrs: E.SR !040 Miser Connection Dia mm Disdasure iffl)V rlL.'5t be valy 0111 mitipt.n.as Pek,w awtx illly Or p,7irlirtil-i.r.ip,:.Iir.-,iinii.00pil.Here Dsad of bvidirg il. rwTIJML Inra- d SIM -tllotiar,4., OISE ern;irwei'sd p-,On. -Ark;mom',b!t ii act aiddro.--Mul m,rertins; flat an Qzuize jjtd apl. -W. i'alle bailn'419 rpien.T��ablaiiii limtslIVII-il Gul'.0 Dr.;Mk'qwtzuvis. rwwroe call A mit-irinum=29 Mbj232-086 i--tifum,N%lallsal,'n. b Min!MUM=4' t=24' e-ninimum = V 13C,a-%L:DP,.3C MAIAERV 1 AJS Ov. ALUOIST fe EC RIM BaA.Rt7-0'.W-Ak' :t or caiine0kin design of side-luaduxi EADIS!GLULAV",SRAI'LL-r Connection elesIp assumes peint tond.o trv-lrjadpd� point loadis,pleRse consuli a technical nuprvsuntat,M o L-mvbfl of RecoWl. ST.97ViC,VE.R3A.-Lk-M'P,VERS-4-i.'N" All]Tfuwsl-ok screws mov oe inzatalled tom wie side of!-nultiple ply VE RBA-LAMj bearns. FLUECD.VERSLA.-RIM.'A, All Trusal-ok scree may bE insiallud from or.v side of -'iima'un Oearns- 'VEP-5A-37RA1,4M.Vr:H&A.-STUW-;;,-P. - -6 - lfedwwwke-,r Sol3r.r-Arvscle'vVmd. Murribur has no side food.s. I rvxuds L L— knectorn Eire: FWTSL338 Page 2 oft. 0eotm�pe Double 1-14" x 11=718" VERSA-LAMO 2.0 3100 SP DesignsTBOI Dry l 2 spas I Ro uanfile-;ars I G!l 2 sio'no Thumday.Dece, -rr ber C6.2012 13C CA;-OS Design Repor-US CC'$ BU lid 1926 pile Name: %,I J1r-,,,rr4-3rsc-q_YuI1o%v Dog Job NRr-,He; Yellew,Oog Form 0- owip'lon: 0 es In na' --60?0 1 Aodms,-: 02 Phinnerys I-Aric. Sranftr. Joe fi-ladara C4,Stave,Zip:CenterAlle, MA Designer Michael Jimmerson Cuslorner: Michael Arrirrersen .pomp-any: Shoplcylkll,,'-oc� Pro'clu,"I's. Inc. Code repxts: EPS.R-1-040 is c: v 4, 4 T 3 W v 'f V W, p-, r 41,ro r P P11..+-U21. 02 5 V2.' Total Horizcnhl Produm. Length 14-D5-09 L1vQ Goad Snow Vfind Rool Live OCS Load Summary La5_1kRxciriptiun Load]Joe F104. Start End totem, 90% 115% 1100% 128% I Stardard 1-cad Unf.Area 4!bW21 L OtOv 00 4 0 j 2 Liff.Un. flbft, L ONMOO 14-05-D8 24C, 3 Unif.k.ea(ih-ff*121 L OCLOG-100 14-0�-08 20, 0 O-C4-OC 4 Unf.A,ea f1bV2',- L 00-OL%a---- 14-05-08 20 d 0 Q1 X4,9r3, 6 Urif.Area!,iW11-521 L UG-CO-CO 14-0,'>48 5 35 6 unf.Arec. hif L 80-0LMO 14-06-08 -(.*OQ Controls Summary Vahm %Alluwable DuraSon Case Locza-lon Diriclasurc Pos,Nlameni 3:7C6 f1.-FbW-- 17 7% iev0° 2 04-04-09 Corplovieieqea aro acexisge z-,irpk.-,Mim ,": 1 -4-399 ft-lbs 20.7% 1 C-OTE-08 be verifteD cv an-me wtho ww.M ml Neg.MLM-Un - 100%, 11 End Shear 1.35,t3 Ibs 1117,9% 1 1.10% 2 U I-ML06 WOW as evi"IL.-fice of sullat4ily t;r Cwt.Shcar 2,1.14 Ibs 27 5% 10095 19 M-02,14 Paruculsi,appiwaijor, :Ailpvt tcrc-narnd oibuldina-�,cde,-,accer.W dc*k3n kjp i,�t -484 Ibs 0% 8 114-05-0." pfoparilegard anglysw mp-ftxlrr T,4W Loo 6 0-4. U-1.848 fC,.MG!-) 13k,.s A 04-10-00 Inmall9t on.of 6-!X-;E-cn-=!or-zrr-A-xorA Live Load C-aft U5%954 jGPIO21"1 6% nia 23 044C�--M r-movic--z h7,iq accior-on-n,-Ovril Total Neg,00. U-7.543,(-D.OCT"• 3.2 rM Cklwar:InstaliRtor.00:!e aml;3pr,1ir.A,!e Max Dail. 0.06.6t 13.6% Pia 8 04:-ICOO Nftkip coos.T47 1r,!K;!1l;OirN1 Gr;jidn "r. Mane C.,;l Span s'Dapzth, 10.3 - rV i rAP 0Ofa-00-co x��Air, . Allaut, 'A Allow AJSw,. g�caring Supports Mai.(L x W11 Value Support hicinber Material ALL 7-A- 1!C T-RA EOATIC--v,&CM. 130 Post 31-1,1211.x 3-11:21' 2.085 lbr, mla 2P..7% 1jj, 5 - .peC[fij f.,0I$E GLUL;k,%4"A�SiMPLE 717ZAMING 81 Pcst 3-1 17"x 3-1 1" 5,07>I b a ria 55.2% Uospo-,if od FLUOV.k*.RVS -S.ArLMA NIV.VERSAr 82 ?cat 3-1-7 x'-1,71 484 bs mia 6-a% jfSPOCfied W c 44, trademarks of ftlai6 C3scqd6 Wco � Cautions L.L.C. Uplift of-484 2ba found at span 2-Right. Notor, Casign Code minimum iM40)—iotal Iced dr-flection criteria. [)--asign meets Code' minimWurn(LGB( Live Iond deflection criteda. Ocsign 4rasels ailloitfor 8X1 W . .9 ,y �Iji r-;! 'mum"ci `1 toscl derle-:;Non crilB61a. GakWatiorz-5--fiUMB rnemburfs-,j5u!,Iy latefally ti,,,aced.. Design based-oil Dry Service Candifion. FastenerManufacturoc. TrwsLok itft-)) Page.1 of 6013C Cascads Double 1-3/4" X i 1 7/8" VERSA-LAMO 2.0 3100 SP Designs!FBOI Dry 2 up-ans I No ciantlavars i OV12 81C.0o Thurs",December 36,2012 BC(;ALC9,',!Des;ql)Report-US 01-04-01J,CC$ Build i 926 Filr-.4sr,,e: &UlmmErson YelllawlDcq Job.%'ITIQ; Yallaw Dog Faun Description,DesiqnisTBC,�' .Addrpss: 92 Phinneya Lane Specifier: Jve Haden City,-'s"'ato,DID:Gentarvilla, MiA DesiCrier: Mich-,7spl Jimme(san Cusicrier - roilic'nael jii, in,!narson Company: shur'!CY'Alood Products- Lin. (;Cd,-mparts: ESR-1040. Misc; ConitoWon Dfailrairn.. C097-:100elle all.`,3CCXP 0 illllkl r1l."M Ut!verifier by aiY4.-ilf,who voild MY or. ouit-ul 0 e4ille.Ally br parlw1a,appiwfiwi.oulpit hers bs=.d D;i::uikIis-r4 disgn pup ryes a drslysis rnelhcds. STRUCTURAL Inslaktaro of BOISE entineefed MD. produar.rival b.-t iii aca-ildarw-.0ti curer:la!&AlLti ro Guiza!and appli-4ilt pt bufld'liq cue t.T.:;blasin jnvtslle,4ii GuWs W,3tk jUei�ffiww_p et .911 C -t�11 a mirimum 2" (E00,232-078b befai MelalWtiasl. b minimum 4'" d=241 Er- aj1M. 30 MAN-5139,,A& A.�.LJC i S7*,Er—TRIM BOARD--%EC M. All Tfussl-ok zkcme vs mve be inptalleci tzim cne side of rn tiltiple hy, kLAIVI bearns. 1101i�=:GL SIMPLE F=,AMINU V , . - %k All Trussi-ok sers-or,may 6e installed fr-arri cnu sift,of multiply--,irz-, Lam beams. SYSTE f"'. ENUA.�A,'M V=MiA- 1W ha.,no side foods. PLUSC CIcIln;'ctars are: F?V17SL338 VCEREA-!;TnANDVI VE.9 3A.-StUX:vo gq CFa_ littleniarke, RvirjM Ll C. Page 2 of 2 L��THE Tp� Town of Barnstable STAB Regulatory Servic n m r , a� T Ar fD MA.S s Thomas F. Geiler, Director Building Division Tom Perry Building Commissioner 200 Main Street, Hyannis, MA 2,k6l'j Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Bed & Breakfast Affidavit I, �—\X 6 tl e bj Ck V-A o being on oath, depose and state as follows: I reside at e r ( J, I am the owner of the property located at: Map and Parcel Number: D-0 ao s O The ZBA granted me a Special Permit/Variance on Appeal No. 19? -1 I am the resident owner and operator of - - I ` -LhYl B&B Name I understand that I must file an affidavit annually with the Building Commissioner declaring myself owner/resident of the aforementioned facility. I agree to notify the Building Commissioner in the event of the sale of the aforementioned property. I agree to comply with all conditions imposed by the Board of Appeals, Board of Health and Site Plan Review. CIA 2-6 o Signature D. e p Q/bldg/formsB&BAffid oF� Town of Barnstable BARNSTABLE, : Regulatory Services y MASS. •i679 ,�� HIED 39 A Thomas F. Geiler,Director Building Division Tom Perry Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 - Fax: -50 -8 790 6230 Town of Barnstable Bed & 'Breakfast-Affidavit I,_ 17an i e l d-L lip K)O-V'J; n, being on oath;_depose.and state as follows: I reside at `q a. PA n e S 'V►? . _ Y Y) u I am the owner of the property located at: �� =� Map and Parcel Number: � [� - The ZBA granted me a Special Permit/Variance on Appeal No. Yg—� p I am the resident owner and operator B&B:Name I understand that I must file an 'affidavit annually with'the Bu lding-Co-mmissioner declaring myself owner/resident of the._aforementioned facility._ I agree to notify the Building Commissioner in the event of the-sale of the aforementioned property. I agree to comply with all conditions imposed by the Board of Appeals, Board of Health and Site Plan Review. Signature Date i �Op 1HE TaY Town of Barnstable TOWN �f BARNsrAsLE ` Regulator Services JAB 27 PM 1' 2 5 sn�tvsrna�, : y 9� MAS& ,�$ A'Fn Ana. Thomas F. Geiler,Director--•- --• Building Division �� 'lSION Tom Perry Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Bed & Breakfast Affidavit being on oath, depose and state as follows: Ireside at one 5 �� Ce I am the owner of the property located at: C� '�: Map and Parcel Number: 0 9 O (� The ZBA granted me a Special Permit/Variance on Pb o, I CI 9 q APP eal No. —17 I am the resident owner and operator of S ck', n r\ B&B Name I understand that 1 must file an affidavit annually with the Building Commissioner declaring myself owner/resident of the aforementioned facility. I agree to notify the Building Commissioner in the event of the sale of the aforementioned property. I agree to comply with all conditions imposed by the Board of Appeals, Board of Health and Site Plan Review. I Signature "Date Q/bldg/formsB&B Affid ,Ile Daniel and Lucille Nardini 92 Phinney's Lane Centerville, MA 02632 January 11, 2002 Town of Barnstable Building Commissioner 367 Main St. Hyannis, MA 02601 Dear Sir; We would like to state again that the property at 92 Phinney's Lane is our principal residence. We shall reside here while our Bed and Breakfast, Sail Inn, is in operation. Yours truly, Daniel Nardini Lucille Nardini w oFIME r Town of Barnstable Regulatory Services * snxrrsTABLE, Thomas F.Geiler,Director �p i63q• ♦0 rEv 9- 14%. Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Town of Barnstable Bed & Breakfast Affidavit being on oath, depose and state as follows: I reside at �a Q�n nney S �an I am the owner of the property located at: q 4�A nrev,S Lh. C9_V) ry Map and Parcel Number: 209 O �o The ZBA granted me a Special Permit/Variance on Appeal No. I am the resident owner and operator of Sa 1 B&B Name I understand that I must file an affidavit annually with the Building Commissioner declaring myself owner/resident of the aforementioned facility.. I agree to notify the Building Commissioner in the event of the sale of the aforementioned property. I agree to comply with all conditions imposed by the Board of Appeals, Board of Health and Site Plan Review. Signature Date Q/bldg/formsB&BAffid Daniel and Lucille Nardini 92 Phinney's Lane Centerville, MA 02632 January 11, 2001 Town of Barnstable Building Commissioner 367 Main St. Hyannis, MA 02601 Dear Sir; We would like to state again that the property at 92 Phinney's Lane is our principal residence. We shall reside here while our Bed and Breakfast, Sail Inn, is in operation. Yours truly, Daniel Nardini Lucille Nardini Z-o C)C� d �u -e XCLA, t CL o-t .. ° The Sail Inn: Rates &Policies - Centerville, Cape Cod Lodging Page 1 of 2 Sail Inn Bed & Breakfast 92 Phinney's Ln. • P.O. Box 123 • Centerville, MA 0'9it nit ` For reservations or info: (508) 771-9594 • info@sail-inn.com ,, ,p► ...or use our online form! CHECK ROOM AVAILABILITY Rates & Inn Policies t , In-Season: $169-$189/per z � July and August Off-Season September through June $129- $169/per Daily Rates. No state or local taxes apply. Check-in time 3:00 p.m.-.9:00 p.m.—Check-out time 11:00 a.m. Late arrivals welcome with advance notice. A full breakfast is served every day. Reservations require a 50% deposit by check or y � Dcredit card. Master Card,Visa, American _ ar Express are accepted. The balance is due upon arrival. No state or local taxes apply, or are ever added V to any of our room rates. . Reservations cancelled 14 days or more in advance will be refunded in full, less a Enjoy a full breakfast each day cancellation fee of$20.00 per room. country-style dining ram q [CLICK TO ENLARGE Cancellations made within 14 days of scheduled arrival will be refunded based on re-rental of the room for tl nights reserved, less the cancellation fee. . Our accommodations are not suitable for children under the age of 16. • Occupancy for each room is a maximum of two people. • Sorry,we are unable to accommodate http://sail-inn.com/rates.shtml 10/21/2008 The Sail Inn: Rates &Policies - Centerville, Cape Cod Lodging Page 2 of 2 . Use of paddleboat and rowboat are provided at no charge, based on availability. . C «9 Please Note:This is a NON-SMOKING Inn In consideration of other guests, smoking is " reserved for outside grounds. N Relax by the fireplace! Home Page Rooms/Amenities Rates/Policies Directions Inn Specials • ReservatiopAnquiry Form Website 02005 eCape/Best Read Glade Cape Cod East updated 12/16/05 byN.Welch. http://sail-inn.com/rates.shtml 10/21/2008 I ` 1 i 5 Town of Barnstable Planning Department LndB Staff Report Appeal No. 1998-17 -NardiniSpecial Permit Pursuant to Section 3-1.1 (3) (F) Conditional Uses -Bed Date: January 15, 1998 To: Z g oard o Ap a From: Approved By: ert P. Schernig, ctor Reviewed By: Art Traczyk Principal Planner Drafted By: Alan Twarog, Associate Planner Applicant: Daniel and Lucille Nardini Property Address: 92 Phinney's Lane, Centerville Assessor's Map/Parcel: Map 209, Parcel 030 Area: 2.4 acres Zoning: RD-1 Residential D-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Filed,November 13, 1997 Public Hearing, February 4, 1998. Decision Due,February 21, 1998 Background: The property that is the subject of this appeal is a 2.4 acre lot in the Village of Centerville. The site fronts onto Long Pond and is commonly addressed as 92 Phinney's Lane. The property is developed with a 3,112 sq. ft. five bedroom two story wood frame house. The first floor of the building was constructed in 1945, according to the assessor's records. The second story was added in the latter part of 1996. The site is serviced with public water and a septic system. The current owners, Daniel and Lucille Nardini, have owned the property for about 1 1/2 years. This is not reflected on the Assessor's card which hasn't been updated since 1995. The applicant is applying for a Special Permit for a three bedroom Bed and Breakfast under Section 3- 1.1(3)(F). Subsection a) requires the Bed and Breakfast be located within an existing, owner-occupied single-family residential dwelling constructed prior to 1970 containing a minimum of four bedrooms as of December 1, 1996. Although the two bedrooms upstairs weren't completed until after December 1, 1996, a building permit was issued and construction was underway prior to that time. Staff Review: The property is located within an RD-1 Residential D-1 Zoning District. A three room Bed and Breakfast is allowed by Special Permit under Section 3-1.1(3)(F) as a conditional use, subject to several conditions(see copy of this Section attached.) One of those conditions is that the premises must be owner occupied and managed, which the applicants plan on doing. . The proposal was reviewed by Site Plan Review on November 13, 1997 and was approved subject to the following conditions: • Applicant must meet Health requirements regarding floor plans of kitchen. • A 13 foot wide driveway must be maintained as per Fire Department request. • Applicant must vegetate area to the east to screen parking area from neighbor. The Zoning Ordinance requires 1.2 parking spaces for each guest bedroom (Section 4-2.7.) With three rooms, this will require 4 parking spaces. There is a 2 car garage and additional parking for 4 vehicles within the front yard but not within the required front yard set back. The parking is located approximately 154 feet from the front property line. Town of Barnstable-Planning Department-Staff Report ' Appeal No. 1998-17-Nardini Special Permit Section 3-1.1 (3)(F)Conditional Uses-Bed and Breakfast Staff Recommendation: If the Board should find to grant the relief requested, they may wish to consider the following conditions: 1. The property shall conform to and be maintained in accordance with all requirements of the Town of Barnstable Zoning Ordinance Section 3-1.1(3)(F)for Bed and Breakfasts. 2. Those rooms proposed as guest rooms shall conform to a sketch plan submitted to the Zoning Board of Appeals by the applicant. 3. This relief is granted specifically based upon the existing structure located on the site. If that structure is removed this Special Permit shall expire. ut e ta ub rooms o �th i a ho o 5. The applicant shall vegetate an area on the eastern portion of the property to screen the proposed parking area from the residence to the east. This screen of vegetation shall be not less than t6-feet in height and inclusive of evergreens. 7 1 6. Signage shall not be illuminated and shall not exceed four sq. ft. in area. 7. The locus shall comply with all Town of Barnstable Building and Health Divisions regulations, and Fire Department Requirements and shall be required to meet Title V without variance from the Board of Health. Inclusive in this condition is the following requirements of the applicant to meet Health Division requirements regarding floor plans of kitchen, and provide and maintain a 13 foot wide driveway as per the Fire Department request. Attachments: Applications Assessor Map Plan Reduction copies: Applicant/Petitioner Building Commissioner Town of Barnstable-Planning Department-Staff Report Appeal No. 1998-17-Nardini Special Permit Section 3-1.1 (3)(F)Conditional Uses-Bed and Breakfast F) Bed and Breakfast Intent: It is the intent of this section to allow Bed and Breakfast operations in larger older homes to provide an adaptive reuse for these structures and in so doing;encourage:the maintenance and enhancement of older buildings which are part of the community character. This use will also create low intensity accommodations for tourist and visitors and enhance the economic climate of the town. By requiring that the operation is owner occupied and managed, the town seeks to ensure that the use will be properly managed and well maintained. Bed'and Breakfast, subject to the following conditions: a) The Bed and Breakfast operation shall be located within an existing, owner-occupied single family residential dwelling constructed prior to 1970 containing a minimum of four bedrooms as of December 1, 1996. b) No more than three (3) bedrooms shall be rented for Bed and Breakfast to a total of six guests at any one time. For the purpose of this section, children under the age of(twelve) 12 years shall not be considered in the total number of guests. c) No cooking facilities including but not limited to stoves, microwave ovens, toaster ovens and hot plates shall be available to guests, and no meals except breakfast shall be served to guests. d) The owner of the property shall be responsible for the operation of the property and shall be resident when the Bed and Breakfast is in operation. The owner shall file an affidavit with the Building Commissioner on an annual basis in the month of January stating that the property is the principal residence of the owner and that the owner is resident all times that the Bed and Breakfast is being operated. If the affidavit is not filed, the operation shall cease forthwith and any Special Permit issued shall be considered null and void. The requirement for filing of an affidavit shall not apply to Bed and Breakfast operations legally established prior to October 1, 199.6 e) The single family residence in which the Bed and Breakfast operation is located shall be maintained so that the appearance of the building and grounds remain that of a single-family residence. f) If the property is not served by public water, the applicant shall provide evidence to the Zoning Board of Appeals that the proposed use will not have any detrimental impact on,any private water supply on-site or off-site. g) No parking shall be located in any required building yard setback, and parking areas shall be screened from adjoining residential properties by a fence or dense plantings, not less than five feet in height. Parking areas may be permitted in front of the house, not within the required building front yard setback, provided that the Zoning Board of Appeals finds that the spaces are designed and located in a manner which retains the residential character of the property. Grass overflow areas may be utilized for parking provided these are maintained with a grass ground cover in good condition. h) ' The Special Permit for the Bed and Breakfast Conditional Use operation shall be issued to the owner only and is not transferable to a subsequent property owner. This provision shall only apply to Bed and Breakfast Conditional Use operations established in Residential Districts. (Added on Feb.20, 1997 by a 9 Yes 2 No vote of the Bamstable Town Council) Zoning Board of Appeals • THE ZONING Application for _a snecial -Persi.�^EN DE DNE BNG ZO IiA,e EA'FORCEMENT OFFICER T OZDNI NT NG. B APPROPRIATE RELIEF GIVEN THE Date Received - C$�fice use on_ Town clerk Office `_ - _ = Appeal # Hearing Daze: Decision. Due The undersigned hereby applies to the Zoning .Board of Anneals for a Special pe =i t in the manner and for the reasons hereinaft er set for-- Applicant Name: 1-ur �kLo '� c-c�,ir►I , Phone 771 -� 5J4 Applicant Address: q ;n n G n e e c, v'.1 P �f A `,a L..-� Property Location: -- Property Owner: ie\ 1�, ► Phone 7)1 _ 5C-iA Address of owner: Sf appllraat differs from arner, state nature of.isteresttT��'A�" NOV Bumbsr of Years owned: Assessor's Map/Parcel Number: 30 Zoning District: An - Groundwater Overlay. District: special Permit Requested: Me "3�, 4v,ci �r�rc KFa Sf" Cite Section Ttt1e or the Zoning Ordinance Description of Activity/Reason for Request: p 11 *J 2 k „Li i^ry C', `'QQCk,- S- �i'Z c �FZ�k� �� t,� c L •�T 1 C�rn_c YTC 1 J Desc_ijCtion of gonst-action Activity -(if applicable) : proposed Gross Floor Area to be Added: , Altered: Existing Level of. Development of the Property - Number of Buildings: present Use(s) : �'��i.n�a_ a , Gross Floor Area: j , sq. ft. Application for a Special Permit. Is the property located in an Historic District? Yes [] No If yes . ORH Use Only: Plan Review Number Date Approved is the building a designated Historic Landmark? Yes [] No , [� If yes Historic Preservation Department Use Only: Date Approved Have you applied for a building pe=it? Yes El No [xj Has the Building inspector refused a . permit? Yes .[] No [� All applications for a Special Permit require an approved Site Plan. That process must be successfull y ly completed prior to submitting this application to the Zoning Board of Appeals. For Buildinc Department Use only: Not Required - Single Family [] Site Plan Review. Number Date Approved Signature: The following information must be submitted with the application at the time of filing, failure to supply this may result in a denial of your. request: Three (3) copies of the completed application farm, each with original signatures. Five (5) copies %of a certified property survey (plot plan) showing the dimensions of the land, all wetlands, water bodies and surrounding roadways and the location of the existing improvements on the land. Five (5) copies of a proposed site improvement plan, drawn by a certified professional and approved by the Site Plan Review committee is required for'all proposed development activities. This plan must show the exact location -of all proposed improvements and alterations on the land and to structures. See "Contents of Site Plan", Section 4-7.5 of the Zoning Ordinaace, for detailed requirements. The applicant may submit any additional supporting documents to assist the Board in making its determination. Signature: Date App- icant os or Agents signature Agents Address: Phone Fax No. SPR Meeting Notes 11/13/97 Site Plan Review Meeting of November 13, 1997 Hearing Room, 2nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner,. Thomas J. . Marcello, Project Engineer, Sean Ghio, Associate Planner, Lt. Martin MacNeely, COMM, Thomas McKean, Health Division Director,Lt. Donald Chase, Hyannis Fire Dept., and Anna Brigham, Site Plan Review Coordinator. Also in attendance.were:. Daniel and Lucille Nardini for Sail Inn. Steve Doyle and John Trotto for Trotto proposal. Rick Sigel for the Informal. Meeting was called to order at 9:00 AM. Adjourned at 10.:05 AM. SPR-080-97 Sail Inn, 92 Phinney's Lane, Centerville (209/030) • Proposal: New B&B with 3 rooms. Mr. and Mrs.Nardini presented the proposal. House was built in 1947 on 2.4 acres. there is a 2 car garage and additional parking for 4 vehicles. Owners obtained a building permit on October 7 which is before the zoning changed. The Applicants understanding is that by obtaining a Building.Permit prior to the change in zoning that legitimizes the use. The permit obtained was for an addition. Septic permit was received September. Section 3-1.1 (a)was discussed. • Health asked if there are any storage tanks on site. the Applicant stated.there are none. Health requested floor plans of the kitchen which will be reviewed prior to issuance of the permit. Septic system is designed to handle 5 bedrooms. • Fire Department discussed driveway. Requested that the width remain 13 feet and any vegetation be cleared. Stated proper electrical permits have been pulled. • Planning stated Section F states there must be screening of the B&B parking from the abutting residential uses. The Applicant stated the area is approx. 40 feet and is full of trees. Applicant offered to plant additional trees for screening purposes: Planning addressed signage. Applicant stated one is proposed. Screening was further discussed. • Engineering stated drainage is adequate. The parcel is over 2 acres. Applicant stated the parking is part gravel and part pavement. • Building Commissioner clarified the proposal. Applicant stated there will be 1 bedroom downstairs and 2 bedrooms upstairs for rent. Occupancy will be 2 people per room. Commissioner stated that Building Code requires 2 means of egress from the second floor. Discussed existing building permit, Ordinance and timing of each. Commissioner did not see an issue since the permit was issued and construction was underway by December 1996. • APPROVED with the following conditions: • Applicant must.meet Health requirements regarding floor plans of kitchen. • 13 foot wide .driveway must be maintained as per Fire Department request. • Applicant must vegetate area to the east to screen parking area from neighbor. 1 )PEATY ADDRESS ZONING DISTRICT CODE SP-DISTS. DATE PRINTED I STATE PCS NBHD CLASS KEY NO. PARCEL IDENTIFICATION NUMBER UUdc PHIWNE LALANE1J RD-1 2Wa 1Oc0 07/U9/95 lull IJJ 4 Iw:; tLJS' J59. 128276 LAND/OTHER FEATURES DESCRIPTION r- ADJUSTMENT FACTORS Y UNIT ADJ'D.UNIT Lana erlDale s r«omen_ p ACRES/UNITS VALUE Deurrptron FULL c:R. A L L E N W �r BONNIE E MAP- - -- --BLOC./V R.SPEC CLASS ADJ. COND. PRICE PRICE "1 .r;1 i) 1 l 5�i 3 0 0 cn rr tn�Ignrn�_�os""-�_---._.___._-_.----."....- ..---- ! CARDS IN ACCOUNT - 15 1WATEHFNT 1 X 1 =10C 100 124999.9t 124999.95 1 .00 1Li..JuJ 1:3LD1(5)-LA-*0-1 1 93,000 01 pp C1 11 1RESiDIJAL 1 X 1.40 =10 95 25000-U 23750.00 1.4U 333U:J 40THER FEATURE 1 2.800 L: 0;JL )12 PHIA4EYS LANE CENT 'MARKET 211000 BATHS 2 .0 U X B= 100I 8800.0 68 00. ori 1.00 33J(J L) 'iF 1242 u_125 INCOME (FIREPLACE U X d= 100 390U.0 39UU.0 3 1.00 );)L J IJL LOT .3 USE A SHED S X 1197C D= 78 3.8c 5.35 42G 23JL, F APPRAISED VALUE D (SHED 5 X I 197 1) 78 11.0 6.09 is0 iJL F A. 254.100 J PARCEL SUMMARY U S LAND 15P300 T 3LDG% 93CCC ' M O- IMPS 2p0C TOTAL 25410C M i N CNST DEED REFERENCE1 Typo DAl'E RaeMC.O P FIOR YEA 4 VALUE T i a-, Page Ina1 MO Yr.DI Sal..P,W. LAND 15 Q,3 C 0 74/2YPi. IrJ3%da A 1 ULDGS 958CC ? i451-A1ii .IJS/Sd A 1 TOTAL 2541C0 i4ii;l/317. I:Ji) -3 A 1 BUILDING PERMIT Numbs Date Typ. Amount Lhf1D LAND-A DJ INC 0 ME SE ;P-ULDS FEATUkES ELD-A0JS U`JIfc; 1 5d5,)IJ It JU 1Z7Uu fnnal InInI b 1 Norrn Dba. Clxyf Nafx rlalx Arll loln y Aye CND LOC ae R G Feyl Coat N.. A. Rural Valu. ST.rs[ Hw rat Rooms FeA Rma Balna 1 •Fra. Plvly.ae Fat Unrl: L•n:H I-.---�.--�__--FF ua�I Ir �Gxnr I (;un -CND t 'O J1J- UJu i1J 11L) 67.3•J 74.03 47 75 19 60 10U 8c 1161Y1 >> ;JJ 1 . J u 2 3.0 Di sc r•nl;un nala S.r,.re r,ui nxl;l rosl MKI.INDEX 1 'U J IMP BYIDATE / SCALE. 1/VU'b 9 ELEMENTS CODE CONSTRJCTION DETAIL A S 1 J U 7 4.U 3 1 1 )2 6 8 2 4 4 GTs"6�R-t A 1 5 ci ti--STT OL i�f Z L Y- D El i v�� L.i J Iu- f � FOP 35 L 1. 5.'!1 4 I 6?7 � *----14---* *-----1J-----* oIYL l)Sf4�Y�H � n f iF ylJ brJ.G3 1102 1 '7T:3 ! FSF ! ! FHP ! J� .I ;N IG�LL i"' J1 IJU) FTANE- - - JMT Je )LS I:,;,J ADJUST 1', 'r Fi4P 3 :J 5. 51 29b 1628 ��T_.a '•J"12 ! '12 ! ; n . . ---7�: FAD .35 6.i0 ?4 274 ! 16! 10 fi AI/AC-TYPE- J4 -1L --- - -- -rr� 4 4FUD� 0 *------22*--L'--* ! *-6-* ! ! � TNT-=•�:�-4YJ'7T" -J1 - --- -- _- ------T'r *-6-*-*--�0---14---* I�-T- l:J"J-ACTY- -;j ,Ali A.i FXTrR:---r-r 1 ! FL-J-.i.f ,T-';JCT" ..)IJ T_n vi D I ! cFL7J1 .')ldr� -J - ---- --- -------- T.W Areas A.. . 344 Base . 1 3' 4 v "'-- ----- _- - ' E BUILDING DIMENSIONS 26 U A S C 20. � L T Ri L_ J-"____ . "."______ _____-T J SJ E ) . 104 4 )6 r1 A BA4 SU4 w2G N '3 E 2 2 SO4 F S F N-34 ! '.'.� 1 rUo h12 E14 S16 a06 . . 13AS E28 ! ! ------1E1-.itfi T`ENTFRVILL=- - L FM;' N1.) W-J 512 FED S 0 4 E06 N04 ! ! LAND TOTAL '1Apk[T wUo . . FAP E06 SiJ4 _14 .. 8AS ! *-6-*---24------X ;'A,":iL 153300 25410� S2J . . *--------26-------*FOP* :�h :1 16�!U0�7 4A t I A I C E +0 +51 T 11DA7U 25 ----------------- ' - RESIDENTIAL PROPERTY ,>1MArP NO. LOT NO. FIRS DISTRICT STREET 92 Phixn'TeyTs Lane Hyan:-is SUMMARY 209• 30 LARD73 "'• ' OWNER OLD" �- - ' � TOTAL �;r RECORD OF TRANSFER LARD s � � oATTt arc Pa I.R S. REMARKS: .«. . A BLOCS. r. 'Orrin•k 0llg 8,126,155 17' 497 A TOTAL L"o TOT AL C, i LARD i OT B!D61 TOTAL BAND TOTAL LAND BLOCS. 01 -- - ► TOTAL r:i.. - --'- --------- LAND stocs TOTAL LAND .'RIOR INSPECTED: �! ------------ -- - -- -_.__—__ etocs — '�- DATE: -- tANO ACREAGE COMPUTATIONS ------ -- nt.n:T LAND TYPE tt Of ACRES PRICE TOTAL OCPR vwt_vc TOTAL . _.,HousE LOT --=- >� CLEARED FRONT r+, __ —_J.t�1c_ . K__...— REAR - — -_ — ---- — — - - -- - ---- SLOGS 0. IOIAt WOODS&SPROUT FRONT —..-------,--.--------._._. __ tANU ..... • REAR 2500�WASTE FRONT attics REAR — ----- -- -------. — ^ TOTAL _ • lM0 lit oc s —' Tp,AL t AND A, SI DCS LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEATH STREET PRICE DEPTH iRORT R.PRICE TOTAL DTP*. COR. IMF. VALUE HILLY TOWN SEWER LAX D ROUGH TOWN WATER AI DC: HIGH GRAVEL RD. ?OVAL low DIRT NO. LAND - ____ SWAMPY NO No. - - -.. Iree" SIeD Bvwt Gstep C' St Slto.e• [at. _ t'U.•:.le L. Want PORCH. PRIG. lick wads Altiao#r-f Stairs �'� to+lel Rnarn Roei -"- — � RENT pee walb Fire At11c /; twl f..t Both _ _-.....--.--.-- — �'p4 C.f/771 r !A� -_...__..._ Flea„ /r JC' �• rye. on _� INTERIOR FINISH to.st"t.t's - — - r .. .2/LJ `��• rrJa,lj S.nt - ...__I. ___ .._..' 71,.ic` Attie 1 % Iti ►losla. water CIO I.tra �. c.✓ !� w' .__'- ___. ...�Jti -___ ,s . EXTERIOR WALLS [reNq.Pies - — - water O.IT—___--_--- preaN S.d46.y RFweod --.._-- --- — leo PlumO.wa Btwtt Fire ---im --...--- -- --- - - ---_..----- --- — -- pta i.d�na Pbtta boad Int Fin. �L •^' -. L •�•I �7 t~ y I a l t LINpMt G= TILING //' -- _--.- /•I Gwe /et 0 / P Both 11 I least 1 r•'- N.a Brt.Ow. _. ..___.— __ __ lot Ism Be_.__. Be+A 11 L ove-0 ._. _ _ Aeta Nt Urea / •1 //.� �. •2 vonaer 1.1 Coed Bath 11 L wall• _ . -. Br\ On HEATING toilet am 11 _ ►lunbnt"__...it Cep lift Not A.r ��� /�_ / fatal Ns it l wane Staerre To!IN ft. 11 •Wells aAast Im. list wall" EI Ske-w --- — Total '�.J t/ �iaf Iwo. Air Cored. Sea Area nest Irma. ROOFING - COMPUTATIONS , It SWg1e ►than Fwe 4_�_5...�.- 7 .�0 U 161.yN ha most shingle 0.1 B.Iralw a Gal steal —'- ---- F. r ROOF TYPE Llettra -- r 5 .1 -1 4 OUTBUILDINGS S.F. t 2 S • S e 1 1 9 10 t t S • 6 6 1 1 1 10 MEASURE[ [Reis" FIREPLACES S. F. Pier round. raw N fireplace Stott wan rooted. 0.N.Dow LISTED'. FL RS hreetoca '- s•a.SdE. Roll Raellttg _ - UGHTING Dlle.Still. SUltylo Rol 11e lase DATE SMn•a wale vletaanR ROOMS Cameral 914. Electra 2- -?L, . ilea Rent- -- Lt—� TOTAL — ,� p Brick IAt. in1aA PRICED to FACTOR — --}--jr 114FZ PEPL ACEMCNT -C.' 7{ r OCCUPANCY CONATRt1CTIUN 61=t ARtA CLASS AGI.. REMOD. COND, REPL. VAL. PITY.Oep. PHYS. VALUE Funcl.Osa• ACTUAL VAL. 1fv7 - .T Y 3 S-8- Z ,2 3 53 a 'ss'S• 4 � 6 t) 104- 1- r TOTAL "i �►n,nc re M i n yS _ tied.room#2 ►3A ,raom c�sPt . v' St floor lcor �F S��roo rr� si t tt a — o W nec C�OSet YJec�raa�hst `3, �4,5 0¢S ��SvcaK � � Inc,► ��o�;r ro�.Y,s 10, F5_�.._.._.--.- var ► i _a I G3 ly !1 i 1 exigtir,� aLvQd dr;ve��oy EKistin5 dL"rt; dr'ovewll/ i THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE, MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY, that the On-site Sewage Dispo 1 System inst led( )or re aired/rc Igced( 4On by_ Installer �`r�'/Gi'��� at _. �� L ew ez4/ _I/1m'__ constructed in accordance with the provisions of Titlfe 5 and the for Disposal System Constnictio •unit No. dated Date 7 Inspector , r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT HE CONSTRUED AS A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpooal OpmenyConotr Uftion VerInit Permission is hereby grant to construct( )repair(✓)an On-site Sewage System Ickatcd at No.# ,s .. Sam T, and as described in the above Application for Disposal System Construction Permit., "` The applicant recognizes his/her duty to comply with Title 5 and the following loc I p ovisions or J special��ondi i ns. o a All construction musthe co leted within three years of the date below. Date: Approved by IVBoard of He iI ti TOWN OF BARD STABLE BUILDING PERMIT PARCEL ID 209 030 GEOBASE ID 12827 ADDRESS 92 PHINNEY'S LANE PHONE Centerville ZIP - LOT B BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 18423 DESCRIPTION ADDITION ( 1728 SQUARE FEET) PERMIT TYPE B.4DDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: PROPERTY OW1lER Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $294.62. EUAiD $-00 CONSTRUCTION ';OSTS $95,040.00 434 RESID ADD/ALT/CONV 1 PRIVATE P . HARNSTABI.E, • MASS. OWINER NARDINI , DANIEL AND LUCILLE Ep p ADDRESS 92 PHINNE"Y"S LANE BUILDIN SION CENTERV a LLE; MA BY DATE ISSUED 10/07/1995 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OFANY APPLICABLE SUBDIVISIONRESTRICTIONS..-�.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS PERMITS ARE REQUIRED FOR HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU 2.PRIOR TO COVERING STRUCTURAL MEMBERS PANCY IS REQUIRED,SUCFf BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS m 6. 42 2 2 //f 311.7,v5k -9 - 2 S- C �57 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY I VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. .. j pyK l r 1 2sk 1, 0. i/\g/may 83 # t. !90 'lnl�5 Y. u r rn r'Ilsi 108,41 6 tl I� �� r• 5 �`' ' , rllo � t "it OD 1� lug#us _ ) �• l! -1 r28 4 t �l Its 0111 .I .lag. g 51n a2 ,f, t r egg t; CL 41, 52-7 t •f , 1 Il'j laK ''�, 52 .', 11 �l. �i 1 t V,•r t/,11, 97K r 122 1 �' �7 r. ouK- j 33 r1m 10 rin St ; " 5 _ i,' K '.r r ss . 62 - on �r I1{s 10 1, tt c 63-2 r 4 tax on an11�� fn ' i� ERY 58 9 , /In32 K _ t 1// I' .• ate T- ',1 + rB 11. 1 10 0.R K ! 1. HLl a l4K 3 t IA ; �ls �v 38 + 9 ` 43 1 I ' 41r25 11s /nl- '37 I pHK Ul Scale "= 200' Nardini Map 209 Parcel 30 92 Phinney s Lone. Centerville c t c 03 -P1 N11:- L /v;Y R ID•all 13L D� �NSP� cT o di L /9 AIA1,1 A/G 7', P15C, u5s1 7) r L / 7ER /,g7 uPr v! Al' PRa as 51�7`/S F C'To R .Y V+�o v c G ii�F 7-6 Pie 6 c: r r yov(;' C6 /✓ VCA- Iz- A/cr p6,6 "gs AA 959 ,Y To z c T i✓L c,v ' Pittsburgh Corning Fire Ratings Continued Glass Block Accessories The one-piece,all plastic VeriTru®Spacer speeds PC®EXPANSION construction,assures STRIP uniform placement and PC®PANEL REINFORCING P PANEL helps keep panel flush. ANCHOR Can now be used in 120 12 94 10.75 ■ fire-rated panels. SEALANT 120 12 94 10.75 ■ MORTAR 120 12 94 10.75 N Ver@u®SPACER 120 12 94 10.75 ■ VeriTru® Pittsburgh Corning Spacer Glass Block Unit p Special spacers are available for the 120 12 94 10.75 ■ V18TABRIKO and ARQUE®Block. 45 120 12 94 10.75 0 ♦■60 Min Min •90 Min Footnotes for Charts on Pages 6-9 _ Size—Block are manufactured to a±'/,e"(2mm)tolerance. 'Heat Transmission/Thermal Transmission—Winter night values. To calculate instantaneous heat gain through glass panels,see ASHRAE HANDBOOK OF FUNDAMENTALS,1997,Section 29.26. 3Light Transmission—Values±5%. "Light Transmission/Shading Coefficient—Estimated figures based on accumulated data. 5Shading Coefficient—Based on 8"-sq.units;ratio of heat gain through glass block panels vs.that through a single light of double- strength sheet glass under specific conditions. 'Sound Transmission—Assembly construction with KWiK'N EZ® Silicone System. 'Impact Strength—Produces surface mar only. 'Channel/Panel Anchor Framing—Panel anchor framing construction pCO Panel Reinforcing(top)—used in The new KWiK'N EZ®Rigid Track is not permitted in window assemblies for 90-minute fire ratings. panels over 25 sq.ft.in area—is spacer design allows you to easily embedded horizontally in the mortar install glass block in many areas of joints between every other course. your home. Precision cut vertical Panel Reinforcing is formed of two, spacers combine with the horizontal A Pittsburgh Corning Architectural Binder is parallel wires,either 15/8" on-center spacers to make installing your available through your local territory representative. (for use with Thinline"Series Glass Pittsburgh Corning Glass Block Pittsburgh Corning Glass Block product specifications Block or VISTABRIKO Units)or 2" on- panel quicker and easier than ever data is also stored electronically on CD-ROM and center(for use with Premiere Series before.The components of the is available through SweetSource directly or via our Glass Block),with butt-welded cross- KWiK'N EZO Rigid Track Silicone website www.pittsburghcorning.com. wires at regular intervals; System include the following: 4'and 10' lengths are available. •. 36" Horizontal Rigid Track Spacers PC®Panel Anchors(middle)are used 73/4"Vertical Rigid Track Spacers to tie Pittsburgh Corning Glass Block 48" Perimeter Channel gives you the beauty and durability of real glass block with panels into the surrounding framework Pittsburgh Corning Glass Block less installation hassle. when channels are not used.Formed Sealant from 20 gauge perforated-then- The KWiK'N EZO Rigid Track Silicone pre-drilled nailing fin galvanized steel strips, panel anchors System Kit includes the following: for easy installation double bead of are available in 13/4"widths x 24" 3-36" Pieces Rigid Track pressure-applied lengths. Horizontal Spacer silicone sealant for weather resistance pC®Expansion Strips(bottom),made 12-73/4" Pieces Rigid Track custom vinyl frame Vertical Spacer with welded corners made with real of white polyethylene,are inserted at 1 -tube Pittsburgh Corning Glass � for structural integrity the head and jambs.The strips replace Block Sealant Pittsburgh Corning mortar at these points to cushion the Glass Block glass block and allow the panel to 1 _Striking Tool expand and contract freely.For metal 1 Installation Instructions channel or masonry chase construc- Additional component items are sold premium tion, PC®Expansion Strips are in bulk to supplement the KWiK'N EZO easscratch-resistant resistclean, structural available 3/8"thick x 4"wide x 24" Rigid Track Silicone System Kit. scratch-resistant face silicone sealant g Y for positive long. For panel anchor construction, water and standard 4"wide strips are easily cut wind barrier to 3"width,for 31/8"Premiere Series Additional materials—such as block;and to 2'/4"width,for 3'/8" premixed mortar,channels or framing, Thinline"Series Block. packing,sealants and asphalt emulsion are available from other manufacturers. This new,lighter weight design(2"thick glass block),means LightWise®Windows are even easier to install:just place in the opening and 9 fasten along the built-in nailing fins. If You Need Assistance We hope these instructions are clear and answer your PITTSBURGH CORNING questions about the installation of Pittsburgh Corning Glass Block.A"How-To Install"video is available for purchase wherever glass block is sold or by calling 1.800.624.2120. Mortar I & Mortar " _ Systems with The information contained herein is accurate and reliable to the best of our knowledge. But, because Pittsburgh Corning VeriTru® Spacers Corporation has no control over installation workmanship, accessory materials or conditions of application,NO EXPRESS OR IMPLIED WARRANTY OF ANY KIND, INCLUDING THOSE OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,IS , MADE as to the performance of an installation containing Pittsburgh Corning products.In no event shall Pittsburgh Corning be liable for any damages arising because of product failure, whether incidental,special,consequential or punitive,regardless of the theory of liability upon which any such damages are claimed. Pittsburgh Corning Corporation provides written warranties for many of its products,and such warranties take precedence over the statements contained herein. S aixld y PITTSBURGH CORNING Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh,PA 15239 1.800-624.2120 www.pittsburgheorning.com All trademarks and registered trademarks in this brochure are PIMBURIGH owned and protected by Pittsburgh Corning Corporation, • Pittsburgh,PA 15239 RNING GLASS BL.J]CK ©2000 Pittsburgh Corning Corporation Printed in U.S.A. GB-243 135M 7/00 Fire Ratings Fire Resistance 90-Minute Rated Construction:Where All sizes(exceptions listed below)of the permitted by building codes,all 90- Premiere Series and Thinline"Series minute rated Pittsburgh Corning Glass glass block in panels up to 120 sq.ft.in Block may be used in masonry walls masonry walls or 94 sq.ft.in non- only;framed and anchored with'/4"thick masonry walls are classified by steel(not aluminum)channel-type 120 12 94 10.75 ■ Underwriters Laboratories®for use as restraints or masonry chases.The use of 45-minute-rated window assemblies.The panel anchor construction is not 120 12 94 10.75 ■ Uniform BuildingCode U.B.0 limits the( ) permitted.Specifications and construc- area of 45-minute-rated window tion details of such panels are as per assemblies to 84 sq.ft.with no Pittsburgh Corning Corporation 120 12 94 10.75 ■ dimension exceeding 12 feet.These recommendations. panels are usually acceptable as window . Exception:In 90-minute rated glass assemblies for use in fire separation block window assemblies,twice the 120 12 94 10.75 ■ walls that are rated one hour or less. thickness(3/4 in.total)of expansion 120 12 94 10.75 ■ THICKSET®60 Block is listed for use as material is required at head and jamb 45-or 60-minute fire rated window locations,as well as the use of a fire assemblies in panels up to 100 sq.ft. retardant type sealant. 120 12 94 10.75 -■ THICKSET®90 Block and VISTABRIK® 45-Minute Rated Curved Construction: Solid Glass Block are all listed for use as The glass blocks noted under 90-minute -45-,60 or 90-minute fire rated.window .rating and those 8"x 8"x 4"sized 120 12 94 10.75 ■ _ assemblies in panels up to 100 sq.ft. glass block noted under 45-minute 120 12 94 10.75 ■ Refer to the latest issue of UL®Fire "rating"are classified for use in masonry Resistance-Volume 3 Directorywell as walls as curved window assemblies 120 . 12 94 10.75 INas your local building codes. provided that the radius of the assembly 120 12 94 10.75 ■ Underwriters Laboratories®Classifica- is at least twice the opening width. lion:R2556(For Glass Block) (i.e.chord length). 120 12 94 10.75 ■ Underwriters Laboratories®of Canada Pittsburgh Corning Glass Block that File CR1715(For Glass Block) are not fire-rated: 120 12 94 10.75 ■ U.L.Classification:R18572(For All 12"x 12"Sizes Plastic Spacers) All DELPHI®pattern block 120 12 94 10.75 ■ In accordance with NFPA 80,Chapter 14 All HEDRON®Corner Block,TRIDRON 120 12 94 10.75 ■ Fire Rated Glass Block 451 Block®units, EndBlock", Window Assemblies ENCURVE®and ARQUE®finishing units Pittsburgh Corning Glass Block listed All paver units 120 12 94 10.75 ■ above have been tested and classified by O Refer to the latest issue of UL® 120 12 94 10.75 0 Underwriters Laboratories®(UL®)for use Canada and UL®Fire Resistance- as fire-rated window assemblies to panel Volume 3 Directory as well as your local 120 12 94 10.75 ■ sizes and dimension limitations listed below: building codes and officials. Where permitted by Building Codes, City Code Approvals: 120 12 94 10.75 ■ glass block fire-rated window assemblies New York City Materials and Equipment having a fire resistance rating of not less Acceptance MEA 406-90-M.Vol. II than 45 minutes,may be used as Los Angeles Research Report "opening protectives"and to not exceed RR-24486 ■100 ■10 ■ 94 ■ 10.75 ■ 25%of the wall areas separating a San Francisco General Approval ♦100 ♦10 ♦94 ♦10.75 ♦ tenancy from a corridor or a corridor 177P59.1 •o •0 • o • o from an enclosed vertical opening or one Eugene,OR,"Approved Glass ■ 94 ■ 10.75 ■ fire-rated area from another fire-rated area. Products,Storm Windows,and 100 10 ♦94 ♦ 10.75 ♦ Exception:Although glass block Insulated Window Units" • u 0 0 0e masonry have been tested as.window Dade County Acceptance _ assemblies(not wall assemblies),they Texas Dept.of Insurance ■ 94 ■ 10.75 ■ may be used as a one hour fire partition WIN#'s 62,63,and 64 100 10 ♦94 ♦ 10.75 ♦ as required for corridors in the enclosure . • 0 • 0 •8 of atriums only when sprinkler protection Building Code and National ■ 94 ■ 10.75 ■ is provided on occupied sides. Standards References:. 45-and 60-Minute Rated Construction: The BOCA National Building Code 100 10 ♦94 ♦ 10.75 ♦ (N.B.C.) • 0 • 0 •e All 45-and 60-minute rated Pittsburgh The Standard Building Code(SBCCI) Corning Glass Block may be used in The Uniform Building Code(U.B.C.) both masonry and non-masonry(steel or International Building Code(IBC) ■ 94 ■ 10.75 ■ wood stud gypsum board)walls.These Canadian Standards Association(CSA) 100 10 ♦ 94 ♦ 10.75 ♦ rated glass block windows may be A371-94"Masonry Construction for • o • 0 •e framed and anchored with either Buildings" ■ 94 ■ 10.75 ■ PC®Panel Anchor construction or Canadian Standards Association(CSA) 100 10 ♦94 ♦ 10.75 ♦ channel-type restraints.The use of a fire S304.1-94"Masonry Design for • 0 • 0 98 retardant type sealant for head and jamb Buildings" locations is required.Specifications and :ACI 530/ASCE 5/TMS 402"Building construction details of such panels are Code Requirements for Masonry as per Pittsburgh Corning Corporation Structures" recommendations. ISO 9002 Certification:Manufacture 94 ■ Non-masonry,fire-rated steel stud/ test and distribution of Pittsburgh 100 10 ■ 10.75 ♦ gypsum board walls must conform to Corning Glass Block products. ♦ 08 UL®listed wall assembly#U465.Framing and support of the rated glass block win- 0 45 Min Footnotes on Page 9 dow assembly shall be provided with ♦60 Min Continued on next page double-studding at the jamb locations •90 Min with height of supporting wall limited to no more than 3 feet. 7 Premiere Series Glass Block Products Standard Premiere Series Block-Nominal Thickness=4';Actual Thickness=31/8"(98mm) ARGUS® 6"x 6"(146mm) 20 Ib/ft2 0.51 1.96 75 0.65 37 50-60 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 75 0.65 39 50-60 12"x 12"(299mm) 20 Ib/ft2 0.51 1.96 75 0.65 35 50-60 ARGUS® Parallel 8"x 8"(197mm) 20 lb/ft2 0.51 1.96 75 0.65 39 50-60 Fluted DECORA® 6"x 6"(146mm) 20 Ib/ft2 0.51 1.96 75 0.65 37 50-60 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 75 0.65 39 50-60 12"x 12"(299mm) 20 Ib/ft2 0.51 1.96 75 0.65 35 50-60 4 x 81. 20 Ib/ft2 0.51 1.96 75 0.65 50-60 (95 x 197mm) 6"is(146 x 197mm) 20Ib/ft2 0.51 1.96 75 0.65 50-60 ESSEXe AA 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 504 0.454 39 50-60 IceScapes® 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 75 0.65 39 50-60 4"x 8" 20 Ib/ft2 0.51 1.96 75 0.65 50-60 (95 x 197mm) 6"x 8" 20 Ib/ft2 0.51 1.96 75 0.65 50-60 (146 x 197mm) SPYRAe 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 75 0.65 39 50-60 VUE® 6"x 6"(146mm) 20 Ib/ft2 0.51 1.96 75 0.65 37 50-60 8"x 8"(197mm) 20 Ib/ft2 0.51 1.96 75- 0.65 39 50-60 12"x 12"(299mm) 20 Ib/ft2 0.51 1.96 75 0.65 35 50-60 4"x 8" 20 Ib/ft2 0.51 1.96 75 0.65 50-60 (95 x 197mm) (146 x x 8" 20 Ib/ft2 0.51 1.96 75 0.65 ' 50-60 DECORAe 6"x 6"(146mm) 20 Ib/ft2 0.48 2.06 50-554 .45-.50" 50-60 "LX"Filter 8"x 8"(197mm) 20 Ib/ft2 0.48 2.06 1 50-554 1 .45-.50^ 40 50-60 12"x 12"(299mm) 20 Ib/ft2 0.48 2.06 1 50-55" 1 .45-.50" 50-60 THICKSET®Block-Nominal Thickness=4';Actual Thickness=31/a"(98mm) THICKSET-69 I Block- 8"x 8"(197mm) 25 Ib/ft2 0.51 1.96 75" .65 48 50-60 DECORAO&VUEe THICKSET0 90 Block- 6"x 6"(146mm) 30 Ib/ft2 0.51 1.96 754 .65 50 60-80 DECORAe THICKSET1190 Block- 8"x 8"(197mm) 30 Ib/ft2 0.51 1.96 75" .65 50 60-80 DECORAO&VUEe THICKSET090 Block- 8"x 8"(197mm) 30 Ib/ft2 0.51 1.96 754 .65 50 60-80 ENDURA" VISTABRIK®Solid Glass Block-See Nominal/Actual Sizes Listed VISTABRIK® 8"x 8"x 3"Nominal Solid Glass 7%"x 71h"x 3"Actual 40 Ib/ft2 0.87 1.15 80 53 Exceeds? Block (197mm x 197mm x 76mm) 150 3"x 8"x 3"Nominal 3"x 7W x 3"Actual 40 Ib/ft2 0.87 1.15 80 Exceeds? (76mm x 197mm x 76mm) 150 8"x 8"x 11/2"Nominal 75/8"x 71/8"x V/2"Actual 40 Ib/ft2 0.87 1.15 80 Exceeds? (197mm x 197mm x 38mm) 150 STIPPLE 8"x 8"x 3"Nominal Finish 7%"x 7W x 3"Actual 40 Ib/ft2 0.87 1.15 80 53 Exceeds? (197mm x 197mm x 76mm) 150 '/8"FLAT SHEET GLASS COMPARISON 1.04 0.96 90 1.00 28 6 III CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS MASONRY refractory masonry so that the heat transferred 2114.9 Existing masonry chimneys: Existing through this wall is not more than the heat masonry chimneys are permitted to vent open fire- transferred through eight inches(203 mm)of solid places only-even if the existing chimneys lack the masonry. clearances to combustibles as required by the BOCA 2114.4.3 Heat exchanger: Gravity-fed heat national mechanical code listed in Appendix A - exchangers installed in the walls of masonry provided that such chimneys otherwise conform to fireplaces shall not reduce the total thickness of the requirements of the BOCA national mechanical solid masonry. code listed inAppend&A or are made to conform to such requirements through repair or relining. 2114.5 Foundation and hearth:The foundation of 780 CMR 2115.0 GLASS-BLOCK WALLS a fireplace shall be constructed of noncombustible materials and shall conform to the.requirements of 2115.1 General: Masonry of glass blocks used in 780 CMR 18. The hearth and hearth extension shall nonloadbearing exterior or interior walls and in be constructed of solid masonry having a minimum window openings, either isolated or in continuous thickness of four inches(102 mm). bands, shall have a minimum thickness of three inches at the mortar joint and all the mortared 2114.5.1 Hearth extension: The hearth shall surfaces of the glass block shall be treated for mortar extend a minimum of 16 inches(406 mm)beyond bonding.. Sizes of structural members supporting the face of the fireplace opening and a minimum glass-block panels shall be determined by structural of eight inches (203 mm) on each side of the analysis to avoid excessive or harmful deflection. fireplace opening for fireplaces having an opening Maximum deflection of such members shall not of less than six square feet(0.56 m=). The hearth exceed imo of the span of the supporting members. of larger-sized fireplaces shall extend a minimum Solid or hollow approved glass blocks shall not be of 20 inches (508 mm) beyond the face of the used in fire walls, party walls, fire separation fireplace opening and a minimum of 12 inches assemblies or fire partitions, or for loadbearing (305 mm)on each side of the fireplace opening. construction. Such blocks shall be erected with Combustible forms used during construction of mortar and reinforcement in metal-channel-type the hearth and hearth extension shall be removed. frames, structural frames, masonry or concrete recesses or embedded panel anchors as provided for 2114.E Clearance to combustibles (also see both exterior and interior walls or other approved 780 CMR 3610 as applicable): joint materials. Wood strip framing shall not be . 1. Fireplaces-the exterior surface of fireplace used in fire separation assemblies that are required walls shall have a minimum of four inches to be fireresistance rated. (102mm)clearance to combustibles. 2. Fireplaces-combustible materials attached to Exceptions: a fireplace face, such as trim and mantels, shall 1. Glass-block assemblies having a fireresistance have a minimum clearance of six inches(152 mm) rating of not less than%hour shall be permitted from a fireplace opening. as opening protectives in fire separation 3. Fireplaces-combustible materials above and assemblies or in fire partitions which have a projecting more than 1%2 inches(38mm) from a required fireresistance rating of I hour or less and fireplace face shall have a minimum clearance of do not enclose exit stairways or exit passageways. 12 inches(305mm)above a fireplace opening. 2• Glass-block assemblies as permitted in 4. Chimneys.-combustible materials,including 780 CMR 404.5,Exception 2. framing and sheathing shall have a minimum clearance of two inches(51 mm)from the exterior , 2115.2 Size of panels:The maximum dimensions of surface of smoke chamber walls and chimney all hollow glass-block wall panels in both exterior walls. and interior walls,where used singly or in multiples to form continuous bands of glass blocks between 2114.7 Opening to the chimney: Means shall be structural supports, shall be 25 feet (7620 mm) in provided.to shut off the opening to the chimney length and 20 feet (6096 mm) in height between when the fireplace is not in operation. structural supports and expansion joints;and the area of each individual panel shall not be more than 144 2114.7.1 Dampers:Dampers shall be constructed -square feet(13.39 m2) for exterior panels and 250 of metal having a minimum thickness of No. 12 square feet (23.25 m2) for interior panels. Manufacturer's Standard Gage(0.105 inch). Intermediate structural supports shall be provided to support the dead load of the wall and all other 2114.8 Chimneys with metal hoods:Metal hoods superimposed loads. Where individual panels are shall extend a minimum of six inches (152 mm) more than the maximum area permitted for those beyond the firebox. The hoods shall comply with panels,a supplementary structural stiffener shall be the requirements for metal chimneys. provided to anchor the panels to the structural supports.. 2/20/98 (Effective 3/l/98) 780 CMR-Sixth Edition 365 TOWN OF BARNSTABLE SIGN PERMIT PARCEL ID 209' 030`. GEOBASE ID 12827 ( ADDRESS . 92 PHINfNEY'S LANE PHONE CENTERVILLE ZIP - .LOT B r BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 35941 DESCRIPTION SAIL INN (4 SQ.FT. ) PERMIT TYPE BSIGN TITLE - SIGN PERMIT CONTRACTORS: Department of.Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES. 1$10.00 �tHE BOND $.00 .CONSTRUCTION COSTS $.00 753 MISC_ NOT CODED ELSEWHERE BARNSTABLF, *' MASS. 039. A� ED MAl BUIL � BY DATE ISSUER 01/19j1999 EXPIRATION DATE G.' ,,,a MABI , Department of Health, Safety and Environmental Services 9e � Building Division Fo r�o't" 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Tax Collector LA C% Jfreasure �_q� LT/ Application for Sign Permit Applicant: Oa e� a,Vu e W(3,r&nI Assessors No. aUq/o.3n Doing Business As: cL V 1-n r) Telephone No. 771 - et 5 0 Sign Location Street/Road: 9 a . P n�In n ems' s La,h e_ ✓,e_-e_G Zoning District: R 0-I Old Kings Highway? Yes Hyannis Historic District? Yes& Property Owner Name: Dan i e_1 N ar&�n i Telephone: '7 7 1 -G S 9 4- Address: Cka h•%r,ne 'S Village: Cev\keru'l �e, Sign Contractor Name: Se\ Telephone. Address: —Village: Description Please draw a diagram of lot showing location of buildings and existing signs with dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Yes (Note:If yes, a wiringpermitis required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized ent: Pa7z c4a:- Date: Size: Permit Fee: d cJ Sign Permit was approved: _ Disapproved: Signature of Building Official: vl Date: c7 9 f, Si8n l.doc rev.8/31/98 l� !3 yj3 y e J n (�R r?�o SF_ i S sG N =; TOWNS OF BARNSTABLE BUILDING PERMIT.APPLICATION ' 22 Map r ' Parcel 6U Permit# '4Health Division �6 r = Date Issued /,4/ "} Fee �U . . t /,k ` JC Treasurer r - a e e- an _an ri 4 WPM- Project Street Address phiv%nc.I'5 `--CL,ne.� Village Owner eA d~ VxxoCcAe- ��CA��; ,ter, Address �.� .�oX f23 , Q�P-n��itl'� D°a� 3a ,Telephone �11 Ci 59 Permit Request 7o'� U5e-- To 10 Q-&X,0omS R Square feet: 1st floor:existing RT proposed 2nd floor: existing R Lpq proposed Total new -- Estimated Project Cost Zoning District tZ D- 1 . Flood Plain Groundwater Overlay A P Construction Type -- Lot Size a 4T.Oe rg 5 Grandfathered:'- ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Q Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 Historic House:' O Yes 9No On Old King's Highway: ❑Yes R1 No Basement Type: N1 Full CA Crawl " ❑Walkout - ❑Other` Basement Finished Area(sq.ft.) -Basement Unfinished Area(sq.ft) 13 a Y Number of Baths: Full: existing 5 new *Half:existing new Number of Bedroom's: existing new n l" Total Room Count(not including baths):existing '] new First Floor.Room Count 5 a Heat Type and Fuel: A Gas" ❑Oil ❑Electric ❑Other r Central.Air: ❑Yes W No Fireplaces: Existing New Existing wood/coal stove: ❑Yes XNo Detached garage:'❑existing ❑new size Pool: ❑existing ❑new size - Barn:O existing 0 new size Attached garage:❑existing ❑new size. Shed:❑existing ❑new size Other: 4 Zoning Board of Appeals Authorization ❑ Appeal# Recorded® 314, 11 a-bb - ao3 Commercial ®Yes ❑No If yes, site plan review# S P! - 0,Z n Ct - Current Use r Q s c\e.v\ce _ Proposed Use 13 E D oL OR E A`K F IT'S T BUILDER INFORMATION Name c3 w ney- Telephone Number Address License# _ r Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUREexS�s�` �c,...�.�,.,,,; DATE ' k - FOR OFFICIAL USEONLY ; t } i is � s= -• • � _ _• u' { PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. 1 . a ADDRESS; { VILLAGE r • OWNER . . , a 1 -* • - i � '' ... ,� - DATE OF INSPECTION: k FOUNDATION FRAME INSULATION t _ FIREPLACE t ELECTRICAL: ROUGH FINAL 1 - PLUMBING: ROUGH FINAL ! ' GAS: ROUGH FINAL FINAL BUILDING * ' `• * v ` i DATE CLOSEDDfOUT t „ ASSOCIATION PLAN NO. , b Y The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building'Commissioner Permit no. Date { AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: LU Q n a F n�-' U S e_ Estimated Cost Address of Work: Owner's Name: Dar' ek o-,A& �ue't\�Q larc\,'%\, I Date of Application: i)v c . to , 1 ti Ti I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under S1,000 Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor Name Registration No. OR Date Owner's Name q:fortns:Affidav TMe snaxsreaz.E. ,, The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M. Crossen Fax: 508-790-6230 Building Commissioner November 17, 1997 Daniel and Lucille Nardini Sail Inn 92 Phinney's Lane Centerville, MA 02632 Re: SPR-080-97 Sail Inn, 92 Phinney's Lane, Centerville (209/030) Proposal: New B&B.with 3 rooms. Dear Mr./Ms. Nardini, The above referenced proposal was reviewed at the Site Plan Review meeting of November 13, 1997 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following conditions: • Applicant must meet Health requirements regarding floor plans of kitchen. • 13 foot wide driveway must be maintained as per Fire Department request. • Applicant must vegetate area to the east to screen parking area from neighbor. Please be informed that a building permit is necessary prior to any construction. Upon completion of all work, the letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinances must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Should you have any questions, please feel free to call. Respectfully, Ralph Crossen Building Commissioner Town of Barnstable Zoning Board of Appeals Decision and Notice ` Appeal No. 1998- 7- Nardim� ' � Special Permit - Section J4.1 (3) (F) Conditional Uses -BedmndBreakfast Summary Granted with Conditions ' Applicant: Daniel and Lucille Navdini ^ / Property Address: S2Phinnoyu Lane, Centerville Assessor'sMap/Parcel: Map 2OQ. Parcel 030 Area: 2.4ouren Zoning: RD'1 RooidonUalD'1 Zoning District Groundwater Overlay: AP Aquifer Protection District � Background: � The property that is the subject of this appeal is a 2.4 acre lot in the Village of Centerville. The site fronts onto Long Pond and io commonly addressed oaS2Phinney'sLane. The property ia developed with a3.112sq. ft. � five bedroom two story wood frame house. The first floor of the building was constructed in1S45. according � to the assessor's records. The second story was added in the latter part of1SSG. The site io serviced with public water and o septic system. The applicant applied for a Special Permit for a three bedroom Bed and Breakfast under Section 3'1.1(3\(F\. The property is located within an RO-1 Residential O-1 Zoning District. Athnaa room Bad and Breokfost'i' ' allowed by Special Permit as a conditional use, subject to several requirements. Subsection a) requires the Bed and Breakfast be located within an existing, owner-occupied single-family residential dwelling ^ constructed prior to 1970 containing a minimum of four bedrooms as of December 1, 1996. Although the two bedrooms upstairs weren't completed until after December 1. 1Q80. a building permit was issued and construction was underway prior to that time. The proposal was reviewed by Site Plan Review on November 13, 1997, and was found approvable with conditions: Procedural Summary: . This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on November 13. 1SQ7. A public hearing before the Zoning Board of Appeals was duly advertised andnoUcao sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened February 04, 1998, at which time the Board granted the request with conditions. Hearing Summary: ` Board Members hearing this appeal were Gail Nightingale, Gene Burman, David Rice. Elizabeth Nilsson, an d nd Chairman EmnnattGly �Glynn. Dan� and Lucille Nardini represented themselves before the Board.. Mr.Mr. hand� i | reported that he and his wife bought the property approximately 11/2 years ago and are seeking aSpecial � Permit to nun athnaa (3) bedroom'six (0) guest Bed and Breakfast. Since purchasing the property, they have done some major repair work. Mr. & Mrs. Nandini previously owned the Silver Sands Hotel in Oennio MA. No one, spoke in favor orin opposition tn this appeal. ' Findings of Fact: ~ Ad the Hearing uf February U4. 1098.the Board unanimously found the following findings of fact inAopea| Nn 1998-17: ' ' 1. The applicants are Daniel and Lucille Nandini. 2. The property is located atS2 Phinnay'o Lane, Centerville, MAaoshown on Assessor's K8ap2OS Parcel 30 and in the RD'1 Residential D-1 Zoning District and on AP Aquifer Protection District. The property` x is 2.4acreo. � . � ' -gg I__ 9_ _ .gp _ Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1998-17-Nardini Special Permit - Section 3-1.1 (3)(F)Conditional Uses-Bed and Breakfast 3. In the RD-1 Residential D-1 Zoning District, the Zoning Ordinance allows for a Bed and Breakfast with a Special Permit. 4. The applicants are applying for a three(3) bedroom Bed and Breakfast. 5. The applicants complied with all the requirements of Section 3-1.1(3)(F)Conditional Uses- Bed and Breakfast. Subsection a) requires the Bed and Breakfast be located within an existing, owner-occupied single-family residential dwelling constructed prior to 1970 containing a minimum of four bedrooms as of December 1, 1996. Although the two bedrooms upstairs weren't completed until after December 1, 1996, a building permit was issued and construction was underway prior to that time. Therefore, the applicants comply with Section 3-1.1(3)(F). 6. The property will be owner occupied and managed by the owners. 7. The applicants complied with the required number of parking spaces. 8. The applicants have received Site Plan Review Approval. Decision: Based upon the findings a motion was duly made and seconded to grant the Petitioner the relief being sought with the following terms and conditions: 1. The property shall conform to and be maintained in accordance with all requirements of the Town of Barnstable Zoning Ordinance Section 3-1.1(3)(F)for Bed and Breakfasts. 2. Those rooms proposed as guest rooms shall conform to a sketch plan submitted to the Zoning Board of Appeals by the applicant. 3. This relief is granted specifically based upon the existing structure located on the site. If that structure is removed this Special Permit shall expire. 4. The applicant shall vegetate an area on the eastern portion of the property to screen the proposed parking area from the residence to the east. This screen of vegetation shall be not less than five (5)feet in height and inclusive of evergreens. 5. Signage shall not be illuminated and shall not exceed four square feet in area. 6. The locus shall comply with all Town of Barnstable Building and Health Divisions regulations, and Fire Department Requirements, and shall be required to meet Title V without variance from the Board of Health. Inclusive in this condition is the following requirements of the applicant in accordance with Site Plan Review Approval: • meet Health Division requirements regarding floor plans of kitchen, and • provide and maintain a 13 foot wide driveway as per the Fire Department request. The Vote was as follows: AYE: Gail Nightingale, Gene Burman, David Rice, Elizabeth Nilsson, and Chairman Emmett Glynn NAY: None Order: Special Permit Number 1998-17 has been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appe Is of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) day after the dat filing of this decision. A copy of which must be filed in the office of the Town Clerk. 1998 Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barns achusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board ON I d� n and that no appeal of the decision has been filed in the ofke of th.eTown Clerk. . Signed and sealed this ,day of Ct/t 1 98r t(i i ;penalties of perjury. Linda gA own . �/ . .. 2 TO ALL NEW BUSINESS OWNERS Please Fill in: , APPLICANT'S NAME: Qo h►e1 �►-�.0 e�\�c�_ �arc��n HOME ADDRESS: qa Oninnes► S Vayrcy TELEPHONE NUMBER: (Please give us a number where you can be reached) :4A-Mfth0 q� Y ' U r LA SI& - s N•.a da ewb n c^»:s;'.,. a s=: .' n}'£.�fi..-x5k a /!P F' I �-W- WI When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall). 1. GO TO BUILDING INSPECTOR' OFFICE (4TH FLOOR TOWN HALL) This individual,has bee i formed of a y pe 7r quirements that pertain to this type of business. i Autho Signature COMMENTS: 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individuaa ' formed of a permit requirements that pertain to this type of business. AuthorAzed Sign re COMMENTS: 'a _ o� !Cy► Gae rtv,c�c cQ bpi, «M{= MJ obi,., �� �,��i �- ► 3. GO TO CONSUMER AFFAIRS (LICENSING AUTHORITY) -(3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual has_be in med of the licensing requirements that pertain to this type of business. Authorized Signature COMMENTS � After obtaining thlyrequired signatu es ykaidmust return to the Town Clerk's Office to obtain your business certificate (cost$20.00 for 4 years). A business certificate ONLY registers your name in the town of Barnstable - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. Engineering Dept. (3rd floor) Map 1 pc1 Parcel Permit# House# 01 Z Date Issued `Board of Health(3rd floor)(8:15.- 9:30/1:00-4:30) Z-' `�/ Fee 4W 2 6.2- x Conservation Office(4th floor)(8:30-9:30/1:00-t2:00)t�' `� z / 'X-i SEP71C SYSTE Tpruvt .,a' r 19 xs ffift'TALLED IN C � TOWN OF BARNS MENTAL Cf-3\,� Building Permit Application TOWN REG'UL " Proja reet Address C1 a Village Cn v;11 e Owner e a- l-Ue i ��Q- �o_rc i n, Address 9.L ?W n r)e.v `.S �_a Telephone 7 Permit Request First Floor 5�toy square feet Second Floor T (01 4 square feet Construction Type W o c)d; .Clr qm e� Estimated Project Cost $ �-�,c� 3.5; Zoning District 1) _ Flood Plain (, Water Protection Lot Size d 4 ,Nc re s Grandfathered ❑Yes ❑No Dwelling Type: Single Family M Two Family ❑ Multi-Family(#units) Age of Existing Structure t}ln Historic House ❑Yes ®No On Old King's Highway ❑Yes ®No Basement Type: W Full *- p Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 300 6Q. , Basement Unfinished Area(sq.ft) �F0 4 , aw Number of Baths: Full: Existing t New Half: Existing — New No. of Bedrooms: Existing a),, New 3 Total Room Count(not including baths): Existing h New ,q First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ©No Fireplaces: Existing I_New Existing wood/coal stove ❑Yes Q No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ®None Y�l Shed;(size) i,2p,4d_l�,—374 �1 L ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ` Commercial ❑Yes ©No If yes, site plan review# ct Current Use Proposed Use Builder Information Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO s SIGNATURE ;;;�Q )�a4Ar,,,,a DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMI NO. I t . w r . DATE ISSUED ! MAP/PARCEL NO( ' - f ADDRESS { VILLAGE OWNER k / � DATE OFF S ECTI N: . . FOUND I N FRA \ - • ( INSULATION ' \GAI�"4? ! FIREPLACE ! ^ �» ' ELECTRICAL: :--;ROUGH FINAL . PLUMBING: ' -dua Rk&L - e .> . A - GAS FINAL , y FINAL BUILDING ; /a2z DATE CLOSED OUT ASSOCIATION PLAN NO. . e 1 PHILBROOK fk ENGINEERING107 BEACH STREET CONSTRUCTION DE 1-50 MA 026 ' -508-385-868282 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 17 September 1996 Subject: Building Plan Review Project: Nardini Residence Project: P96-63 Location: 92 Phinneys Lane, Centerville, MA Reference: Plans Prepared by Charles Bennett dtd 28 AUG thru 10 SEP 96 Sheet Note Description A3/8 #1 Garage Footer - 1211x 416" square on compacted fill Provide 9 ea #4 bars each way, set 3" off of bottom. #2 Wall Footing - Enlarge strip footing to 1011x 216" square on compacted fill. Provide w/ 3 ea #4 bars each way, set 3" off of bottom. A4/8 #3 W10x45 Steel Beam - Hold top flange flush w/ 2nd floor deck. Bolt side framing ledgers thru web w/ 1/2" dia. carriage bolts stagger 12" o/c top and bottom w/ a top & bottom bolt at each end. #4 Center Support Columns - W6x12 Steel Beam w/ web parallel to direction of travel (impact) . Provide 3/8"x 7" square top and 3/4"x 7" square bottom plates. Weld or bolt all connections from beam to bottom plate. Install 2 ea 1/2" dia. anchor bolts thru bottom plate into column footer. #5 End Support Columns - W6x9 Steel Beams w/ 3/8"x 7" square top and bottom plates. Weld or bolt all connections from beam to bottom plate. Install 2 ea 1/2" dia. anchor bolts into foundation walls below. #7 All bottom story studs to be 211x 6" @ 16" o/c. A5/8 #6 2nd Floor 5-1/4"x 11-7/8" ParalLam Beam - Flush frame floor joists into beam w/ Simpson LUS210 hangers. A6/8 #9 Attic Floor 2/2"x 8" w/ 1/2" Steel Flitch Plate Beam - Bolt the 2"x 81's to the plate w/ 1/2" dia. carriage bolts stagger spaced 16" o/c w/ 1 bolt at each end. A7/8 #1, #3, #4, #6, #7 & #9 as above. #8 Install 11'x 8" collar ties @ 32" o/c. IP9 6 6 3 1\\ OF Ma�9cyG O T. VARNUM ' PHILBROOK N MECHANICAL No. 30690 ONAL �� Smr 111L M. TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB, LOCATION ` a i n n e v'_S L cA Yh 2 C e r u'l Number Street address Section of town "HOMEOWNER" 17o:�;e.� a-`-v.c�\fin �cArc�ir,i `� 7I -959 � _ Name Home phone Work phone - PRESENT MAILING ADDRESS q a Rh' '. nr,2V'S 1-Ct.V,e P Ryx 1a \j r 1I Q M City town State bd.c�3� Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual dual for hire who does not possess a license, provided that the owner acts as supervisor DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one to six 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 Officia_ on a form acceptable to the Building Official, that he/she shall be responajtL for all such work performed under the building ermit. (Section 109. 1. 1) The undersigned "homeowner" assumes ..responsibility for compliance with the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for whichA- uilding permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a person(s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction Supervisors, Section 2. 15) . This lack of awarene: often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as it would with licensed Supervisor. The Home "owner- actii as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware of his/her responsibilities,. mar communities require, as part of the permit application, that the Home Owner 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. i new Levin .......... I j 77 gip. i oci;..l2n- igv24 Iouvre_ no he �h appfok the 5am� Lu 777 I _ ro _tL 8'po;Jr�s� 'ones-Wdtk-oJ1-;Y"x --»�� r all �5-:ors.2:: - N - - - - ----- - - - -- - -- - - • �� --cam I ,o'-O _._ _ —_ —_Z�'_��'_-— —— ——'J� �I _..._ y f - . • --k--- ----' - SLCon ' - cj Iz-� 9 Col n I'-Co ,I I I � � root oveshan� - d13in U—�lil id p I J tj +o >vfrheA .4oar': — — o ; = remove exr=,n Vic.... a j I -SI • cleat o err�t� - _ - — rn oovc�: �-a I I gt'slLn cy. D�h,er5 Cba�m�Q r�� C t� CfianLe LXI-J+III L-Avon_ pire �{voc �r-tdlp!�t�s_ i +o I . - . remove extinp� _ r �In�lovt K clod` _}ie��o {llai�� - ri _ cerltn�.< --- .�eer,t!1y ----- I n -o De-L43Z DL243Z I 3 3�'=0 I t(1K j 1TiKs• bA TEE =n c3c�1LLE (Tiff•�5o°u 4Z8 l�TI-:. Fa4`o' _.. 4-Io _ J I ,- Ilne ! para1{a '( o itkO L�Pd111�Z� I.i o gee r-,,T 1 1— ` I" I !, allr� ver yaFerc.c s .R �'12"i� c.•4" I 4O:E I - —y. - —- —.�, _.I _ I-O i_ -I 22XII10 in, �2.Y�1_�2I1'4_..,,J ck4 . u J 4-4�' 4'-¢° , •3.,t<a R" 'c`���= b �a'a{'�!'], j;.'2,rlh + ��.; G•.'rf- 'aril `Je:i`d •RLG'2� is 1 n a�jtKVI_ r_ rth 4G°-4 9 I'T 1 d5OF 8 0 C.::44�o --� ��!Z14& � C.G 244E =i----- ---- tee n,,-e'�f- a ..._. I b \ - 3-(0 Ac 1 0 .. FOJ"4 l4•aI-P'- -- .._ c -Z ! DL'Z 2 i. �FLD4 1,c(c9 IIj ;.. p.�. �K •� p.j. bar}= r�ose-rs-ir batf�# 4�5:-� --_- - z, scufflennIMUM f,n15hro a - Mane are fo � - i 4' fr 4 - - - --- 4 '4 4-I'' 3 3 Co 3-l o" 4'- Abr,I�lol - -- rfl .:a Z,•9Q - roo ov r a:n/ _�rlrn_ ZJ - to rn�tch--exl��In� ! ` W - - � `'Ir�YbX OV � ZXIDTI PD�I'�� iDr�� 5 AT, - double. platy �orallam- +3 r all bra. mallh I burn, - i note `b eon Z� `R�'J 314"GDx over zx!% JD16Th ` p �N 2x�-.SiIDC.. _� ..3 - Ik°'G-14/ r -�-t,l /' •L - - Mtn ' - c u1F 5 2 i o `-n, gES,Ln fh. `_v 6m,�i i�jCS �== 'k Ic.' .1 a.C�LIJ l ¢'1 on° y I�q iart'a j 2XZI STuJ,5 Garners - - -I �1 �t 3"�Dur�d ^DI]._ � 11, col, Li Plate I� �araLe Wa o^ q o�1rF��C.Q^^. a bE r�,In. sDao�sr - w; 2�' pl �n jr;m r��r sf�e� reln �r�ea ! to rDn cnc, aprZ —. W— 4 54' x I a" j "xS''x Iz" a's -41o'd: +o o� G°n7�r Under r o IC1/� K=y2A 10 rldj IT -- - -- - 1 9 \T ZxL S Icy"vL—` i—i j — +--- COX$ / I II 1 y 2x� 5+UA .3. 211 =o� N!_ --l'�---�--- _ 9-8 - =n cFzvt'_ �fit. -5.�3- I �•3 c= '� �,HE r° � The Town of Barnstable BAE. Department of Health Safety and Environmental Services MASS. i639. �0 �fn Na+• Building Division 367 Main Street,.Hyannis,MA02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice i c III Type of Inspection Location Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 7-6 -a-- V-� ty.,(. ��`�: 1�5 a\j Y ,s tA 14 r� Please call: 508-790-6227 for re-inspection. Inspected by � � Date �� �� TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION Map O 9 Parcel 3 C) Permit# ( Health Division �� —/ G Date Issued ^ Z Conservation Division RK Fee Tax Collector 1� `- • 1h�.4d�. � �'i . /zL/�y �. I Treasurer JE 1q Ia SEPTIC SYSTEM MUST 6 Plannin De t - INSTALL:.)ilk Q00 LIANC -Date-Definitive-Plan Approved by Planning Board @���z�;((;��;gg -ry �� r?�-AND Preseruat&EHyannis Project Street Address R P i n n ev Village C. 4R-r y Ile. Owner \-)a e\ ctn& U L.1\e, &t f Address ish eu'S , '�n4zrt� 10� Telephone `n - 9 59 If Permit Request D D / T o /V C V%U R Al/Al G R o © , Square feet: 1st floor: existing proposed 1940 2nd floor: existing ` proposed Total new 3 7 7 Z �L Estimated Project Cost /0 d 0 0 Zoning District R D Flood Plain C Groundwater Overlay Construction Type W o v Q r R*i",E Lot Size -Z , Ll R C R E S Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family N Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes CH No On Old King's Highway: ❑Yes 00 No Basement Type: f1 Full iDd Crawl "®Walkout ❑Other Basement Finished Area(sq.ft.) 300 Basement Unfinished Area(sq.ft) _734 Number of Baths: Full: existing 5 new Half: existing new Number of Bedrooms: existing 61— new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: W Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes 0 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:9 existing ❑new size $ Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes BSI No If yes, site plan review# Current Use S l MG CE FR"M 1 LY O a Proposed Use S A/VA r_ BUILDER INFORMATION Name 6 F Telephone Number Address U W License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S)9 R/YS'7-,* pe- s` o vA/e 7 61:7 F ,9-c 7- Y SIGNATURE DATE 3 _Z �— FOR OFFICIAL USE PNLY + , PERMIT NO. q DATE ISSUED r k MAP/PARCEL NO. t ADDRESS �; VILLAGE OWNER DATE OF INSPECTION FOUNDATION FRAME INSULATION -r FIREPLACE ELECTRICAL: ROUGH } FINAL- PLUMBING: ROUGH Co FINAL t — GAS: ROUGH i FINAL - FINAL BUILDING- DATE'CLOSED.OUT t' ,-, - I. ' _ i,a ,iv - _ ., ,� • r 1 N s ASSOCIATION PLAN NO. ;• MAScheck COMPLIANCE REPORT I .2 I / I Massachusetts Energy Code ( Permit # I MAScheck Software Version 2 .01 jkS (6 4t Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-24-1999 DATE OF PLANS: 012999 TITLE: M/M NARDINI PROJECT INFORMATION: 92 PHINNEY'S LANE CENTERVILLE, MA. COMPLIANCE: PASSES Required UA = 131 Your Home = 128 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value U ---------------------------------------------------------------------------- CEILINGS 660 30.0 0.0 2 WALLS: Wood Frame, 16" O.C. 531 19.0 0.0 3 GLAZING: Windows or Doors 125 0.330 4 FLOORS: Over Unconditioned Space 660 19.0 ._ 0.0 3 ---------------------------------------------------------------------------- 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 requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date -1 MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 M/M NARDINI DATE: 3-24-1999 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.33 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 . Comments/Location AIR LEAKAGE: [ ] ( Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. :r I MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7 . 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2 .5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ) CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2 .0" 2 .0+" 170-180 0.5 1.0 1.5 2 .0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- . t ...ra'..o'y •�,3,,},'F�':.R�t `+ar1}iGt�rti2•+..�`,:' e� c ;f`� ' c'e� �tf'n°_Py:�`r°}•,4. `.riv ..i�'� ° I � ; ., f121U t.l�`�.Rf! r „yt � r'� ..-•'�Q�n4-.g 9 h 9 y ��� - - .: [I�se'91) "- .. tf94�9'1}.` Y � _, � I G' f 5���3 .• { r-.. _� {^u.Y� l�� -1999�.r es:'a,4.Ye$�,�, ��ci .'� n �° � _ D� _� �'� .%+�r- :'x iY'.:7::4 Y ,+� ':.X.S�•� Y ;�i..I;.�R <I(,y 7. :. �,. i .) `c`' s �•a4�r;�S�f X� �d �'� - ,.2.....,df- .�>fi=?j s 3-If•;�.;r- { .:� ,sue F� � _ -. .. :✓ _fir. rt: g�-,h� Y 7+. ..r•..�. 7 "�,-r�7�'ti"�` ..S-t G. �"�*'a ,<-lt s _7 .: j'\ :. 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TabltJS=b(condoned) _ Prescriptive Packages for One and Two-Family Residential Buildings Hated with Fmil Fade MAXIMUM MINIMUM Glazing Glazing Ceiling Wall I Floor I Basement Slab Hesting/Cooling Am' U-value= R value' R value' R value' Wall Phtinwer Egmpnum Efficiency Package R value` R value' 5701 to 6500 Hadug Degree Days Q 125a 0.40 38 13 19 10 6 Normal R 12516 0.52 30 19 19 10 6 Now S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 036 38 13 25 WA WA Nomtai U 15'. 0.46 38 19 19 10 6 Nome V 15% 0.44 38 13 25 WA WA 85 AFUE W 15% 0.52 30 19 19 10 6 83 AFUE X 19% 032 38 13 25 WA N/A Normal Y 19% 0.42 38 19 25 WA WA Nonni Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18% 0.50 30 19 1 19 10 6 90 AFUE I. ADDRESS OF PROPERTY: D, P111/ZI NC Y 'S L 19�AI L C E Al rG RVIG CIE A 026 3 � 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. 4. %GLAZING AREA(#3 DIVIDED BY#2): r S 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: Sc.��6R 33 q-forms-080303a /V D E/?S vy. . /V V✓ Y I tv_lc, n c c. c�a 7 , 3 yy2. M . f)CL CV--6 - 77 780 CMR Appendix J Footnotes to Table J5.2.1 b: ' Glazing area is the ratio of the area o the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that Ticlose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a p rcentage. Up to 1%oif the total glazing area may be excluded from the U-value requirement. For example,3 ft of d2corative glass may bed excluded from a building design with 30�0 ft2 of glazing area. Z After January 1, 1999, gazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass 6-"Values cannot b used. ' The ceiling R-values do not assgme a raiseiY or oversized truss construction. If the insulation achieves the full insulation thickness over the extenK walls �thout compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). FAr ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion 6fthe roof. ,,�r 'Wall R-values represent the sum of the wall vality insulation plus insulating sheathing (if used). Do not include exterior siding, structural s thing,and interior drywall. For example;;=an R-19"requirement could be met EITHER by R-19 cavity insulation kamust cavity insulation plus R-6 insulating s;Bathing. Wall requirements apply to wood-frame or.mass(concrete, onry,log)wall constructions,but. no a pply to metal-frame construction. 'The floor requirements apply oors over uncon itioned spaces(such." unconditioned crawlspaces,basements, or garages).Floors over outside meet the ceflingkrequirem�ents.�c `The entire opaque portion of any individual basement wall with an 'erage depth less than 50%below grade must meet the same R-value requirement, as above-gra walls. W' Brows and sliding glass doors of conditioned basements must be included with the other glazing. Basement!oors must meet the door U-value requirement described in Note b. 'The R-value requirements are for untie t d slabs.Add addif Tonal R-2 for heated slabs. ' If the building utilizes electric resistance seating use c maliance4pproach 3, 4, or 5. If you plan to install more than one piece of heating equipment or moil than one ie�e of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency' quired by a selected%package. 'For Heating Degree Day requirements of the osest c '; r town see Table J5.2.1 a NOTES: � a)Glazing areas and U-values are maximm u acc le le R Is. Insulation -values are minimum acceptable levels. R-value requirements are for insulation only and d .not inc l de structural components. b)Opaque doors in the building envelope mush'av a U-va a no greater than;0.35. Door U-values must be tested and documented by the manufacturer in accor ce . ith the, FRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass an an ag ate U-, slue rating for that door is not available, include the glass area of the door with your windows. d use the'Taque�door U-value to determine compliance of the door. One door may be excluded from this req rement(i.e.,m y havi a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wal slab-edge,or crawl sp ce wall component includes two or more areas with different insulation levels, the component complies if the;area-' eighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less 6n or equal to the U-'value requirement(0.35 for doors). "ems. 43 I _ I 3'-2" 3'-24" 3'-7" 3 _54„ , tf I _ 21011 3G"wx32d._. �� z U I I Ix 70-1/8"h - 11 I . w= a� I I m I � U2Z 5'_31" uu III E w o Z 9,_3" 2 I I m o OVER 1 1 III 0 D Z Z HEAD I >z�(n CABINET �I III wD, 1 1 1 to Z,�ro 'w/PLANTATI z w 0° SHUTTE I I -0' �2'-6" 4'-O" 2�0 JZONco r � i i i i �Q O roll OUt L 1 ° I �garttepe bel w ;I^3 9-3/4"x 5'-0" SPACE 2_p 7'-p Ifor ste CAPTURED FROM 4 w- our TIER 4 -- i y ` _________ BLo KCOu TER i I EXISTING CLOSETS --- I T P I 5 02 TO BE ADDED TO ' I o 3'_71 I REMODELED I 'I 3'-4; . 12'-5 1' _41 L--------- 2 I KITCHEN. FIELD 3' 64 2 2:. i. VERIFY. I IC I.- 0 4 2I I 2_o- T-04 4, 07 ICI EXISTIN 5'-�1t, I O GRANITE .. 1 0 INGII R�ENDOSITION D. O 6'-O" I 1 1 8'-104" I NEW GRANITE LANDING 39-1 P'x 37-1/2"GRANITE I III `r r 3-O j LANDING WITH STEPS I I'-52" <� 'L'"511APED SURFACE I NEW STONE EXTENT51ON 4 29 FINISHED HT. 2' 0 1 OF OUT DOOR KITCHEN w/ ------- --- GRANITE COUNTER TO F� I 3 O MATCH EXI5TING9"x 18". I , DN - �•` 1 4 9 NOTE:-ALL LOWER KITCHEN EXISTING OUT DOOR TAF-,NET5 TO HAVE FULL 0-31" �3 I PROPOSED PERGOLA I KITCHEN. EXTENSION DRAWERS. 4 4 LOCATION. I I, ._ - - ------- --------_- `-------------------------- ------------- / 51MP5 N STRONG-TIE 1, STRO G-WALL SHEAR ALL' t 3"B.I.COUNTERTOP UP 1 „ i #SW I x8. -------------------------- A 0 O (2)5IMP5ON STRONG-TIE 6 j+it 6 'STRONG-WALL SHEAR WALL' 1 ST f LOOK P LAN #SW 1 8X8. NO ftE RESVESION DATE —ENERGYCooE reVlsed 5., 1 G, 1 2 r„fir 4k1 02" 3'-10 1/2" a EN.: Dog farm - Mayo r ,+ EX STING WALL ALL w/ R-29 INSULATION Yellow Do 6, �4„ 92Phinney'sLane Centerville MA 02632 SCALE: 1/4"= 1'-0" 2O'1 4" TITLE: PROPOSED KITCHEN PLAN -d, �J, DATE:AUGUST 27, 2012 73 LL q° fT MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS s 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net �QII ' II_611 V A616r e 6.a° 6.a• FINISHED R G DE Q 2#5 HORIZONTALLY CONTINUOUS 3 Wq• 5/12' @ TOP. 'CRUSHED STONE @RETAINING 0WALL PERIMETER. - - 'CONCRETE FOUNDATION 2 O WALL(4,000 P.S.I.). ON SE p-3-V41F I QAf= [Cd NOW�1 rl�w an u�12 YNl111 t17NII 3 QIISIB HBbI MR PNIfl W 9oC Id-M N 000E Ld-= CA$ M 9A6S W11)in MOEM GRACE.'PROCOR'BELOW GRADE II - 1/2'FIBER BOARD am S y NE'. INIE IER CM= .WATERPROOFING MEMBRANE - - EXPANSION JOINT GROUT SM SPRAYED ON. WITH SEALANT ON TOP OF 1) AAl7 1PA�A�7 JOINT. I 4'CONCRETE PAVING SLAB II 1 w/G.G. IA WWP. "FROM q5 @ 2'-B.DOWELLS.J 3-O" _ = TOP OF SLAB. . NOTE:COAT SLAB w/CLEAR II SILOXANE WATER REPELLENT }p O �d 8" III AFTER CONCRETE SLAB HAS Lp.1 a �d �� H� 2#5 STEEL _ _ CURED. 1 @BOTTOM HORIZONTALLY. Y - 2°COMPACTED SAND. To FILTER FABRIC. �' _a 6 MIL.POLY.VAPOR BARRIER. F'� 6'MIN.CRUSHED STONE. II III II 6'CRUSHED STONE. 1'-1F3/E' R0. © C�rJQ$ 410 PERFORATED SCHEDULE 40 m O O PPN O 1111" IN M EUIL P.V.C.FOUNDATION DRAIN PIPE. @ RETAINING WALL PERIMETER. OMPACTED 51B GRADE. 001626 mu n pp�WOOD U-30 W' M 12'x 24-CONTINUOUS FOOTING Ill"G� IRNNG PO DI�D�� 3000 P51. WEN.UE—d66 CA$ENEHf•WTNDOW. I OUT FRENCH Ni.ASS,FRYER WOOD Ld-S6 CASENENT PoCNRE WNW. SW*M N1EI60R,WE HARDWARE GIASS,PRI IED WOOD Ld W6 (FJf1�6OR CASH TO BE WALL SECTION I�GR AR R� INTERIM CLAD I�I>�W� F�AS�R (-T-�RETAINING (2 RE—USED FROM DURING BRONZE HARDWARE,CLAD STYE W61E. � E10SIING} RENCEABIE WON (WEIWOR CASING M B I .O TRANSPARENCY SCREFIL O RULAR PVC AS PER "OR CASING M BE WWI CEU.M PVC AS PER E%IS1NG� CUUM 9 #5 REBAR 24"LONG DRILL INTO 1�♦ Ve EXISTING FOUNDATION AND SET EXISTING WITHNON-SHRINKING EPDXY GROUT FOUNDATION. e. 4 4. 17"O HOLE MOVE EXISTING I 1 i +57-1/2"A.F,�F GRANITE LANDING I 1 57-I/2"A.F.F. FOR RE-USE @ I I PROVIDE ACCESS POP,HVAC DUCT. NEW SLIDING GLAS DOOR ENTRY. EXISTING CRAWL SPACE TOP OF FOUNDATION I 1 I 1 -d I STEM WALL TO ALIGN I I. 1 1 PROVIDE ACCESS TO NEW CRAWL SPACE WITH TOP OF EXISTING p I I WITH AN OPENING 18"x 24"IN EXISTING CONCRETE BLOCK 1 I CMU BLOCK FOOTING. A . FOUNDATION I I'-22" GRADE. j Y 21 S.F. ADDITIONAL I I I fO U N D AT I O N PLAN NO. REVISION DATE CRAWL SPACE. PROVIDE 1 �s'U'1 FOU D TION WALL TYPICAL. m REVISIONS AS PER ENERGY CODE 322II 3"CONCRETE DUST COVER I OVER 4 MIL. VAPOR BARRIER. j j N I L 0 NEW 8" CONCRETE FOUNDATION STEM WALL GEIENr. Yellow Dog Farm - Mayo N I 0 EXISTING CONCRETE FOUNDATION STEM WALL. 92 Phinney's Lane 1 T Centerville MA 02632 EXISTING 8" CONCRETE BLOCK FOUNDATION STEM WALL.4'-0"BOTTOM ® SCALE: I/4"= I -O" NOTE: OF FOOTING EXISTING WALL TITLE: Kitchen Phase Foundation BELOW FINISHED 0 Plan, ADDITION FOUNDATION NEW 2" x 4" INTERIOR PARTITION w/ I HR. RATED GYPSUM WALL BOARD. WALLS ARE 8"THICK GRADE. I w/(2)#5 STEEL REBAR #5 REBAR 24"LONG DRILL INTO DATE:AUGUST 27,20I 2 TOP AND BOTTOM EXISTING FOUNDATION AND SET NEW INTERIOR PARTITION SEE PLAN FOR THICKNESS w/GYPSUM WALL CONTINUOUS.. WITH NON-SHRINKING EPDXY GROUT G'_7211 BOARD BOTH SIDES. MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 rnaiarch@comeast.net II , ________ co I i i' I ��� I I I I i I I I I I II I �, I 1`. v x 4" PbST U�. ----------- 411 \--------- ------------------------------------------ ----- II I II 11 II I I I it (2) I-3/4";x -I/4";I .9E I VL. I ` �-------------- ---------------- ' I ------ ------ --------------------------- 7 1 > i _ _____________ __yI _ ______________________________________________________ LI- ---------------I------------------------- --------- x i!I _ ____________-__ - _--_________________________________ \ EXISTING ROOF TO OVER F RAME NEW GABLE C0 -- - --------------------------------- j ROOF BELOW. ----------i ---------------------------------------------- (I) I-3/4"x 9-I/4"1 .9E LVL. 1 j 1-1/2" MIN. BEARING LEFT SIDE. cn i j I j a-7 - --- ------~ I i w ! 1 I - ---- -V------ -—--� O I I t-------------------------------------------------------------------------- � I, ----- ------ ----- LLI 211 ui : I c I j _�-----� i N-, I I I t--------------------------------------------------------------------------- --- N CLI �\j I !Lu p --- i i x I w� TOP PLATE TO BE RAISED FOR PITCH TO= I O --- 1 MATCH ADJACENT RAFTERS. j x I w I I I� N I I 1 O li I I i z --- 10 --- I Q l w I -JJ J III I w I i— i J 1--- w l - w l a I I w 1 t i i = I CATHEDRAL CEILING SPACE CEILING JOISTS SISTERED w I = I TO RAFTERS.w/SOLID BLOCKING AS INDICATED N i .— `� '--- � I III v I OVERHANG -- __-_ _ -------_-- A . 3 _______ _ - ------------F--- ------------ -------------- --1--Fc----=�_-- ----I @HIGH GABLE 11 �� r ! ABOVE LOWER — — +i 1 HIP ROOF .......:.'-r?r:•rr:i:-' NO. REVISION DATE 2"x 1 O" I G" O.C. E: :".::: :: :: " E".R o1"IN-K.— 1.1- 2+ (3) I-3/4"x 7-I/4" LVL CONTINUOUS HEADER. �P ! 4"x 4" POST UP " " AND AROUND - - - - «IE"': PROVIDE HURRICANE ANCHORS @ ENDS OFF ALL R.O. OF 20 Yellow Dog Farm - Mayo RAFTERS (TYPICAL). NOTE: STRAPS MUST CARRY WINDOW. 92 Phrvillenney s Lane 378 LBS. @RAFTER STUD CONNECTION. Centerville MA 02632 llI PROPOSED ROOF PLAN SCALE: 1/4"= I'-O" G' 711 I TITLE. PLTCHEN POOP FRAMING AN�PARTIAL ROOF PLAN DATE:AUGUST 25, 20 12 CATHEDRAL CEILING SPACE CEILING JOISTS SISTERED D1ICHAEL A.JIDIERSON A.I.A. TO RAFTERS.w/SOLID BLOCKING ARCHITECTURE&INTERIORS AS INDICATED 193 Horseshoe Lane RO O 1 1 K \M I N /V"^ PLAN Centerville, 02632 508 775-4264 majarch@comomcast.net I — I G'-8" KITCHEN/BREAKFAST HEADER HT. E Lei I �11 116 01-011 FINISHED 15T FLOOR. -2 1" FINISHED GRADE LAKE FRONT ELEVATION 1 2'-G"TOP OF CATHEDRAL CEILING KITCHEN ROOM. O 7-5" KITCHEN TOP OF PLATE MT.G'-8" KITCHEN HEADER HT. A , 4 ONO. REVISION DATE _ � I cuE�. 1 IYellow Dog Farm - Mayo _ I II C teiville Lane — = I Centerville MA 02632 2-G SCALE: I/4" — 1 -O" LL TITLE: EXTERIOR ELEVATIONS 8 INTERIOR SECTION O'-O" FINISHED 15T FLOOR. t DATE:AU6U5T 28,20 12 I ' MICHAEL A.JIMERSON A.I.A. SIDE ELEVATION OF BREAKFAST ROOM SECTION OF BREAKFAST ROOM ARCHt7'ECTURE&INTERIORS 1 Horseshoe Lane Centerville,MA.02632 508 775-4264 i majarch@comcast.net 4. 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RLAc 5ther or Both OUtside Pieces ramma�v«raa<e�lavu,.,,,,a„av�aau rvu.MM•-^ma. cm O@Mm Amo N Gas PER GN�RcvcooG a EW ENIRYB DN NG tA,V.ANOOWS a lPwMe per lvral ltdl mravc bv�w..Y.a s4w•mlmemoe54 Ar PAW SSW I Gd WL5 IMP 110115 50P.FNS Nrt 9 . � CLIENT: I Yellow Dog Farm - Mayo `n � 192 Centerville SMAn02632 a �r��l y4'NJLPIe P4es a 93O 1'J4'i 3 112' 3 1/Z o laam).r tsc.ml � I ( 1 DUE NDMEOM R" SCALE: NONE mo mr,:ue AS�'�R TITLE: STRUCTURAL NOTES w�.mma+ mr�`:a wee o wee°"a�wv Ar WGIfW OW 9AB®INm D RUCT 0 O ( atRLT Am7MK PF aNImM RAE ® ® e e a PAN SAW SILL PLA7E&ANCHOR BOLT DETAIL ielmaMA 11� DATE:AUGUST 28,20 12 A-,1.r 6crcwy Mrbl C maul.[(Sucw) mom» cr izoc .cwm I AW-4 fm IN mcatw GnO I aIUD DIMIN�ANRMOWAWMmDCOCIM Mffnft P4ICHAELA.JIMERSON A.I.A. ARCHITECTURE&INTERIORS TYPICAL EXTERIOR WALL WITH STRUCTURAL WOOD PANEL SHEATHING 193 Horseshoe Lane Or10SNE Centerville,NIA.02632 508 775-4264 majarch@comcast.net �I NAILING PATTERN AT STRUCTURAL WOOD PANEL USED ON WALLS ARCHITECTURAL TAB ASPHALT Val, T.f G.WOOD STRUCTURAL SHEATHING I SHINGLE MANUFACTURED BY W/METAL'HljCUP5@ JOINTS. CERTAINTfED LANDMARK TL. LEAD COATED COPPER DRIP EDGE. \ GRACE ICE>! WATER SHIELD'.OVER 00 COPPER HALF ROUND REVERSE BEAD 7-5"TOP 0 A5TM 48G9 ASPHALT SATURATED FEL NAILING SCHEDULE I 10 MPH WIND ZONE ROLLED FORM GUTTERS,DOWNSPOUTS, PLA HT. UNDERLAYMENT(30 LB.FELT)ENTIRE HANGERS,AND ALL RELATED ACCESSORIES --- ROOF. BY BERGER BLDG.PRODUCTS. ALL ---- MINIMUM NUMBER OF MINIMUM NUMBER OF MAXIMUM NAIL SPACING DOWNSPOUTS TO BE CONNECTED TO ___ SIMPSON STRONG-TIE DRYWELL5. _= HURRICANE STRAPS @ COMMON NAILS BOX NAILS ALL RAFTER TO STUD(SEE ROOF FRAMING THE GUTTER SHINGLE'GUTTER COVER 5" __= ROOF FRAMING PLANS). x O POWDER COATED STEEL --- Blocking to Rafter(Toe Nailed) (2) 86 (2) I Od Each End "WEATHERWOOD"#GG5KPC BY BERGER. ROOF RAFTERS(SEE ROOF FRAMING PLAN. Rim Board to Rafter(End Nailed) (2) I Gd (3) 1 Gd Each End BLOCKING'AS NECESSARY. 1/2"CLOSED CELL SPRAY FOAM INSULATION R-38 PARK5ITE AZEK CROWN MOULDING =_= INSULATION.CEILING JOISTS @ #MU 104 6/10 x G-1/8". I G"O.C.(5EE ROOF FRAMING WALL FRAMING AZEK 3/4"1 FASCIA BOARD TO --- PLAN FOR SIZES). MATCH ADJACENT, I"x 2"STRAFING I G"O.C. Top Plates at Intesection5(Face Nailed) .(4) 1 Gd (5) 1 Od At Joints AZEK I/2%5HEET SOFFIT VENTILATED. EACH DIRECTION. PAKK5I1 E #202 AZEK RAMS HEAD MOULDING - 1/2"GYPSUM BLUE BOARD Stud to Stud(Face Nailed) (2) 1 Gd (2) 1 Gd 24"o.c. 2'x 2-7/5"1 74"x 10"AZEK WINDOW w/ye'SKIM COAT KEENE'5 TRIM/FRIEZE BOARD RABBETED AND TRIMMED --- CEMENT VENEER PLASTER TO TOP Of j WINDOW. °_° SMOOTH FINISH. Header to Header(Face Nailed) IGd IGd I G"o.c.Along Edges + 1/2"GYPSUM BLUE BOARD w/ 1/8" I SKIM COAT KEENE5 CEMENT VENEER PLASTER SMOOTH FINISH.. 2"x G"@ I G"O.C. w/5-1/2" FLOOR FRAMING COPPER DOWNSPOUTS. " CLOSED CELL SPRAY FOAM ALL DOWNSPOUTS TO BE INSULATION R-VALUE 38-1/2. CONNECTED TO DRYWIFU "' WOOD BASE TO MATCH ADJACENT. Joist to Shc,Top Plate or Girder(Toe Nailed) - (4)8d (4) Od Per Joist ___ HARDEY PLANK TO MATCH -_= ICANDERS 'CORKCOMFORT' ADJACENT SIDING. 1 =_= GLUE-DOWN WRT Blocking to Joist(Toe Nailed) (2)8d (2) 1 Od Each End ==- I 1-1 3/1 G"x I 1-1 3/1 G"x j".COLOR" = IDENTITY NIGHTSHADE. 2"x 10"HANGER. Y4"TAG. PLYWOOD SUBFLOOP, Blocking to Sill or Top Plate(Toe Nailed) (3) 1 Gd (4) 1 Gd Each Block 1-3/4"x 1 1'7/5"CONTINUOUS 2"X 10"2 1 G"O.C.FRAMING(SEE RIM J015T TOE NAILED Sd @ FLOOR FRAMING PLAN). I G"O.C. - ------ SPRAY 4"CLOSED CELL SPRAY Leader Strip to Beam or Girder(Face Nailed) (3) I Gd (4) I Gd Each Joist _____ WATER TABLE DETAIL: FOAM INSULATION UNDER FLOOR TO MATCH ADJACENT JOISTS AND @RIM BOARD AND Joist on Leader to Beam(Toe Nailed) (3)8d (3) I Od Per Joist SILL PLATE(R value of 7 per inch) (2)P.T. 2"x G"BLOCKING. R-38. GALV.METAL DRIP EDGE. SILL PLATE OVER FIBEKOU5 SILL Band Jo35t to Joist (End Nailed) (2) 1 Gd (4) 1 Gd Per Joist 3/4"SCRATCH COAT. SEALER. GRACE 'VYCOR PLUS' . UNDER 51LL SEALER. 3/4"METAL LATH. I I d ° ROOF SHEATHING r p (2)2"x 8"PRESSURE TREATED SILL Wood Structural Panels /2"0 ANCHOR BOLTS @ 2'-8"O.C. i { PLATES w/GRACE'VYCOK PLUS'@ + 1'-0"FROM ALL CORNERS. =TIT= OUT SIDE FACE OF SILL PLATES. Rafter or Tru55e5 5paced up to I G"O.C. 8d I Od 5"edge/G"field (USED WITH SIMPSON HOLD DOWN ANCHOR PLATES). 2#5 HORIZONTALLY CONTIN000S- @ TOP. Rafter or Trusses spaced over I G"O.C. 8d I Od 4"edge/4"field 3 /4"CRUSHED STONE TO 4'-0" BELOW FR05T LINE@ Gable End Wall Rake or Rake Truss w/o gable overhang 8d I Od G"edge/G"field FOUNDATION PERIMETER. GRACE.'PROCOR'BELOW GRADE _ _ A 6 Gable End Wall Rake or Rake Truss w/Structural Outlookem 8d I Od G"edge/G"field WATERPROOFING MEMBRANE a SPRAYED ON. I - - I II III—III 8"CONCRETE FOUNDATION NO. REVISION DATE - - WALL(4,000 P.5.I.). Gable End Wall Rake or Rake Truss w/lookout blocks 8d I Od _ G"edge/G"field #5 @ 2'-8.DOWELL5. O 1=� _ 111=11 3"CONCRETE DUST CEILING SHEATHING QII _ COVER. CLIENT Gypsum Wallboard 5d coolers 7"- 7"edge/ 10"field 2#5 STEEL RE-BARS CJ — - —III - ° Yellow Dog Farm - Mayo @BOTTOM HORIZONTALLY. G MIL.POLY.VAPOR 92 Phinney's Lane WALL SHEATHING 1— —" I I f-I=I I I=11I BARRIER. Centerville MA 02632 �° Wood Structural Panels FILTER FABRIC. " I I'IIT � ° _ _ 4'-0"BELOW FINISHED GRADE SCALE: n = -O' Studs spaced up to 24"O.C. 8d )ad G"edge/12"field �1= = . 1�Lf 1=1I1=1 I I CONTINUOUS FOOTING 3000 TITLE: WALL SECTION k G"MIN.CRUSHED STONE. III—III _ _ III=ICI P51. and "Fiberboard Panels 8d III=1 =1I I I I� �I I III-1 11 —I —III NAILING SCHEDULE 3"edge!G"field = — = = = I_ — - — — (SEE FOUNDATION PLAN FOR h m ImI = m II= SIZE). DATE:AUGUST 28,20I 2 4"0 PERFORATED SCHEDULE }"Gypsum Wallboard 5d coolers 7"edge/10"field P.V.C.FOUNDATION DRAIN PIPE. COMPACTED SUB GRADE. CH A. FLOOR SHEATHING TYPICAL WALL 5ECTIOV DETAIL ARCHITECTURE&INTERIORS Wood Structural Panels 193 Horseshoe LaneCenterville,MA.02632 I"or Less 8d )ad G"edge/1 2"field SCALE: (5 = I '-Q" 508 775-4264 Greater than I" Od I Gd 5"edge/G"field j @ ma arch comcast.ne[ . I �.I. -.I .�1.�l.-.1�:.1..1.I�I I-..I -I-.I. "....-i �.5_-3 Z " . 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FOR PLAY ROOM CEILING �� „r 8 I t /� 90-1/2 TO EJTTOM OF FL \ J 1 7 _ I x 2"STRAFING I G"O.C.EACH DIRECTION. ., ..,....,. -= 9"FLOOR JOISTS. `""' i j '"•'� - '�_ `� / �� VA-"" 5TAIR 5TRINGE I 1 • �- -•����"� GYPSUM BLUE BOARD w/�"SKIM COAT ;j • .I a"'"'•" I I B Al ■ 0 / / \ (3)2'x 12"P.T. I 6 KEENE'S CEMENT VENEER PLASTER SMOOTH F IS 9 a: A' f d 6 i..�` o �. TREE 5 AND I 1 5 PROVIDE FOR EXISTING /Wye 2a PAINT EXISTING CONGRC,IiE FLOOR AND WALLS. 4 EXTER OR LIGHTING WIRING. / 7-3/4'RISERS. UNDRY ROOM I� t° NO. REVISION DATE RAIL POST AND 1 I 3 ,* BATH ROOM -V MECH.PM. CLG.HT_ HANDRAIL I I I 2 µ-- ELECTRICAL PANEL: X 1 SYSTEM BY AZEK I 1 -.. �cr�c ---� �� � = I FILL BOTTOM w/6"0 TRADEMARK' I�: :.a c _-;- _ _>. .^ „ - D .W.TA K OI R ACU M HEADER.HT.84- RAILING.5-3/4° °# -.c:. - ,• N - •• ..- 0 CRUSHED STONE AND < •- NIT _ «ienr. SQUARE NEWEL I L_ __ - ..-.. .-..... ,. -,.. CONNECT DRAIN PIPE - •,.k Farm - Mayo FROM 80TTOM TO POST w/FLAT k5 REBAR.24"LONG DRILL INTO EXISTING FOUNDATION � - '. �� �` . .::* •.. - ,,; •. YHIOW DOG' 51 LL HT 68 3/4' DRYWELL. CAP. up AND SET WITH NON-5HRINKING EPDXY GROUT. i.,.;.,, 31DyU^ 't 92 Phinney's Lane 1 TO HOLE +57-U2°A.F.F. Centerville MA 02632 (3)GRANITE TREADS AND RISERS TO TOP OF CONCRETE. e, LG NG SCALE: I If3��= I —O�� CRAWL saace TITLE: Basement Plan,Stair Section, BASEMENT FLOOR PLAN RetalningWallSe°ti°° F s; DATE:FEBRUARY 23,2012 Q NEW 2"x 4"WALL OFF SET I"FROM FOUNDATION P.T.SILL w/4" i" OPEN CELL SPRAY FOAM INSULATION(R value of 7 per inch)R-28. } MICHAEL A.JIMERSON A.I.A. Q EXISTING WALL Q NEW 2°x 4'INTERIOR PARTITION w/I HR.RATED GYPSUM WALL ARCHITECTURE&INTERIORS BOARD. I 193 Horseshoe Lane Q NEW INTERIOR PARTITION SEE PLAN FOR THICKNESS w/GYPSUM - - - WALL BOARD BOTH Centerville,MA.02632 OTH SIDES. � - ' 508 775-4264 majarch@comcast.net 2 NEW STORAGE _ _ CL05ET c G.nT.eo-/2-+ 2 LIBRARY/INTERNET J (NOT I I I I CLG.HT.ee-112'+ _ -0 $ LIZ 0 *LG,MT.89' +GLG.IT. II II I I OFF SET I'4"OF EXISTING COILING RAFTERS.INSTALL � � S NEW 2'x 10'RATER5 15°ABOVE EXISTING RAFTERS. I I I BOX VERTICAL PERIMETER WITH BLOCKING AS - eOTfOM of I I I NECE55ARY TO SHEATH WITH ?GYPSUM BLUE BOARD + xd C'5KIM COAT KEENe5 CEMENT VENEER PLASTER A; ________ ____ ____ ___________ SMOOTH FINISH.1".2'WOOD STRAPPING Q 16"O.C. DK (NO - _ EACH DIRECTION FOR HORIZONTAL SERVICE OF NEW F RAISED CEIUNG. + GYPSUM BLUE BOARD w/k SKIM CLG.ni.B9• COAT KEENES CEMENT VENEER PLASTER SMOOTH 0.G.nT.eB-I/2•+ ATTIC ACCESS � 4 -+CW.IT.90-I/2' I 1 HN15H FOR NEW RAJ5E0 CEILING. 5-1/2'CLOSED CELL PULL DN.57AI HALL . I I SPRAY FOAM INSULATION R-38.TYPICAL AT ALL RAISED WTTO.OF BEAM HALL- I I I CEILING SPACES. _ 4 +Q.G.IT.102-IR' a GREAT ROOM DINING ROOM $ II II II � II II I1 g II II II II II II (NOT IN SCOPE OF WORK) iI II II '.4'T CAL OFFSET �} KITCHEN iI II I I (NOT IN SCOPE OF WORK) CLG.MT..ea-D2.4 5 MUD ROOM REFLECTED CEILING/FRAMING PLAN ®NEW 2'x G'WALL w/R-29 IN5ULATION - - EXISTING WALL - -. NEW 2"x 4"WALL OFF SET I"FROM FOUNDATION P.T.SILL w/4' BREAKF T ROOM - OPEN CELL SPRAY FOAM INSULATION(R value of 7 per veh)R-28. - _NEW INTERIOR PAKT(rION SEE PLAN FORTHICKNE55 w/GYPSUM WALL (NOT IN SC E OF WORK) BOARD BOTH SIDES. 2 T� ( NEW STORAGE - - 0.05ET t � I I — LIBRARY/INTERNET ` NEW BUILT IN BOOKCASES 42'HEIGHT. I I NOT IN SCOPE OF W SAND AND FIN15H EXISTING HARD WOOD FLOOR b I O NEW LSL 1.3E 3-1/2'x 9-I/4BEAM.6,L CONTKACTOJ Tp PROVIDE OWNER AN ALLOWAYCf FOR 1 .c t1 v --p -2,j• Ail.20'x 9-/2'STONE HEARTH ON BOTH D OF 2a a NEW 36'HEL=HT PARTITION z I NEW BUILT I OKCASES. N BUILT IN BOOKCAS z dd 5I FS 11 i0 FIREPLACE FCJR k FLVSH INSTAUATION TO THE '^u 2l^ - w/PAINTED WOOD PANELING m ADJACENT WbC1D FLOOR I Z"m TO MATCH EXISTING ON DINING — j ROOM 51DE ONLY. m ^ DINING ROOM m '.6 0 HALL I I ALL (2) PED WITH COLUMN COVER•COLUMN GREAT ROOM J "BUILD MASONRY FIREPLACE 50 THAT OPENS FROM SAND AN STING HARD WOOD FLOOR M .I I SAND AND FINISH EXISTING HARD WOOD FLOOR I T BOTH 51DE5.5URFACE WITH NEW ENGLAND THIN I I I I VENEER SQUARE AND RECTANGULAR STONE IN A GFOUT-LE55 INSTALLATION 15 THE SPECIFIC STONE - I - PRODUCT TO BE U5ED.COLOR OPTION TO BE MTERMI I I I I 500-23INfD.WE1-2200; www sto,th, p,:telerhon StoIaWe: - 600-231-2200,ava bble on the Gpe at StoneWoM�n _ I I I I Mashpee.MA. o . II II I I� Al . 1 00 " I o z E7 z (NOT IN SCOPE OF WORK) KITCHEN _. NO. REVISION DATE I 1 I I I a.a (NOT IN SCOPE OF WORK) 00 II iI II II II II LUD DN a�T: Yellow Dog Farm - Mayo 92 Phinneys Lane Centerville MA 02632 SCALE: I/8"= 1'-0" TITLE: 1 st Floor Plan&1 st Floor Reflected Ceiling Plan ® BREAKFAST ROOM DATE:FEBRUAPY 20,2012 ER (NOT IN SCOPE OF WORK) S I �LOOR PLAN MICHAELA.RMERSON A.I.A.AR ARC HITECTURE&INTERIORS ®NEW 2'.G'WALL w/R-29 INSULATION - 193 Horseshoe Lane __ Centerville,MA.02632 EXISTING WALL 508 775 4264 NEW 2".4"WALL OFF SET I°FROM FOUNDATION P.T.SILL w/4' majarch@comcast.net OPEN CELL SPRAY FOAM INSULATION(R value of p<r,nch)R-29. —NEW INTERIOR PARTITION SEE PLAN FOR THICKNESS w/GYPSUM WALL BOARD BOTH SIDES. - . SEPTIC PROFILE TEST HOLE_ LOGS / I 0006 T_O.F. AT EL F IS (NCIT TO SCAlr ACCESS COVER TO WITHIN tr OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO - - - -- _ENGINEER:__�__��AAA `-'• +_ �£ S, O MINIMUM .75' OF COVER OVER PRECAST WITHIN �' OF FIN. GRADE/ ,.4 2X SLOPE REQUIRED OVER SYSTEM � 5 WITNESS: �_ Y- • RUN PIPE LEVEL �DATE: ) (D8 L) FOR FIRST 2' --- CE� yr' I �O ONNOSEPTIC PERC. RATE _ --- — '"' 3,� I TANK � 7 3 Y CLASS SOILS P# 15� 1 � 44.5 (_X SLOPES �ir CRUSHED STONE OR MECFIANICAL -�--' DEPTH OF FLOW _ COMPACTION. (15.221 [2]) 4 I ` TEE SIZES: �X SLOPE) (_X SLOPS Lr `} i L (i J•_���c- hiA �i�(gyp CrO• J — INLET DEPTH - ' D i v►J — I t .' OUTLET DEPTH - LOCATION MAP ASSESSORS MAP � L_ PARCEL OS-2 FOUNDATION— 3� SEPTIC TANK 7 f D' BOX ---- `1 LEACFACILHING I L ~ ' FLOOD ZONE �- I T� ��► �? - 47 4-S -T -7.1 --- -- BUILDING ZONE:— SETBACKS: FRONT — 'Jo `\ � 5 SIDE — i� REAR qs PLAN REFERENCE: NOTES_ 1 . DATUM IS +k�ra► �<-,..D `-� " 2. MUNICIPAL WATER IS `-�►�"� / / f =� _SEPTIC DESIGN:, (GARM;E DISPOSER Is — ,� / �/ / •�\� ~ D P 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. DESIGN FLOW: � BEDROOMS (1L_ GPD) = J�� G D J� ) \\ \ • 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H , o USE A G_L? GPD DESIGN FLOW 5. PIP^ JOINTS TO BE MADE WATERTIGHT. S= IC TANK: E- ✓ GPD ( ) - Ll GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ��e SEPTIC ENVIRONMENTAL CODE TITLE V. � / '�� � �- • 5�; ITANK USE A ___ GALLON LEACHING: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE �� x / • , , �-� ____-_—___ USED FOR LOT LINE STAKING. 74-) 1`4 GPD S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.44, 9 - ~" >'f'�� �' 'o°'y / E;OTTOM: sc.r -- (-�'�) — �?'�- GPD 9. COMPONENTS NOT TO BE B, SKFILLED OR CONCEALED WITHOUT TOTAL: S.F. 5�5• GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH CLEAN >` SAND OR REMOVED AS NECESSARY. G / SITE AND SEWAGE PLAN OF IN THE TOWN OF: BOARD OF HEALTH 1 C-✓� ►.i� ;L*.� : �� IAA PREPARED FOR: %1�,� fi L-✓% 1►�� '� .'` 2 J' r. i j APPROVED DATE ��0 et Fe Ivwax , SCALE: +_.o DATE: a - 3 down cape engineering,eering, in e. - - g CIVIL ENGINEERS rI; LAND SURVEYORS " `*I PHONE 508-362-4541 I; FAX 508-362-9880 939 main st. yarmouth, ma A ALA LDATE JOB# - Z Z . SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. (NM TO SCALE) ACCESS COVER TO WITHIN Ir OF FlN. GRADE ACCESS COVER (WATERTIGH-0 TO ENGINEER.--D- WITHIN e OF FIN. GRADE 0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM WITNESS: RUN PIPE LEVEL DATE: (D r FOR FIRST 2' PROPOSED 00 4 2- GALLON SEPTIC PERC. RATE PRO ED GA ON T TAINK (H ig-) 716 CLASS SOILS P# SLOPE) �_6- CRUSHED STONE OR MECHANICAL DEPTH OF FLOW COMPACTION. (15.221 (2]) TEE SIZES: )14 - IT, w SLOPE) SLOPE) Cr Cr INLET DEPTH - OUTLET DEPTH - LOCATION MAP ASSESSORS MAP PARCEL SEPTIC TANK LEACHING FOUNDATION— D' BOX FACILITY FLOOD ZONE Toe, j2A-f_jC-;ljj 41-T 5-7.1 BUILDING ZONE: P0,J SETBACKS: FRONT - SIDE - REAR to PLAN REFERENCE. , t 9 V2 �R <P A�. 4"T "N NOTU. 1 . DATUM IS L) SEPTIC DESIGN: (GARBAGE DISPOSER IS H2�_ iE C2 2. MUNICIPAL WATER IS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. DESIGN FLOW: -5-- BEDROOMS GPD) �&�jp GPD FOR ALL PRECAST UNITS TO BE p%,a > L S E A G P D DESIGN FLOW 4. DESIGN LOADING AASHO-14 5. PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: GPD -'zF GALLONS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. '2je GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. JAL USE A -,6- - 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: USED FOR LOT LINE STAKING. _7 SIDES: (2±-) 14 GpD Ile- BOTTOM: G P D 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE Bt �KFILLED OR CONCEALED WITHOUT k TOTAL: S.F. GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 4 �JEAITH. i FROM BOARD OF IF-1 i,-T PA': SP9 S 10. EXISTING CESSPOOLS TO BE PUMPED AND FILLED WITH CLEAN ,;'TO& t4k a.0 CS �4 r, 'I-,A 6-ro sj k-1.1 ae�X_ SAND OR REMOVED AS NECESSARY. 346 os+ 4 10 C', SITE AND SEWAGE PLAN OF '00 IN THE TOWN OF: 0 BOARD OF HEALTH PREPARED FOR: MA APPi�O�D__ DATE 0 Feet �0 SCALE: DATE: down cape engineering, inc. % L hjl� CIVIL ENGINEERS ARNE ARNE LAND SURVEYORS L�A PHONE 508-362-4541 FAX 508-362-9880 939 JOB# main st. yarmouth, ma VA L IN, ANQ DA TE I I , i kY. i �I I I • 4, I I , I • F. ONO g �# 01 6 r: I n E i : : ,n IT {{{( AT co : _1 f :I r , s a v I - I I I I 3 R I� f ft ,a c i / I ,I i 4 - - , it - i i I t , 1�e 4. I f yq i r i - e , _ Ili : . 4 • I r C EC F - 9•� Its yz . i i : - , I R L - , . / 9 I _ r 5 .,,. n '.�. .. -� jolt 4 s ® 6 `rays; r iK RS �! 4 PLY ID l�r�ESS STEELyF , �T o � � f D � � � 3 d � a Nil .41.F71 F�' j x r l € A R i f y„