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Home My WebLink About0042 POWERS DRIVE a , A A : r n ' u ir. .rr '�; ,. 'r. w..ad. f""'.:,t� �.l ,:. ° - y„:;.(''• �5: ''�' 'd'. '-o".a, rV` � y-- r rrG ': •', ,t >�;. �u � n : r r / � r e1. I SlM. r8 rr ,rl iwa' +' ; ¢ 'r:, : 0, y. te' ,. R f 1 rtE � �,..y � ay " I p._ _ •.'! a ,p p,/' :C r -� 1, '. - 1 1 r A k rf r 1.�r>,•rz N,. i':. .M" o a .. f;:_ - Sri ,.. rr J• .+�� Ir''P a•� a -$, r z.,. ,, r rt ., �Q. ,,xL � h, t. of �• � ... Y ` •. •' L „ i '4n !r . �'F' � , .: ., � '"I• .. I°' ., n' M a r' ,.',, f o. tL��f h b I/,,.�L '�i�' tr d r4� {rf r q �.A,r, _ `. •� :x R. rp , ar f r h Itf 1 '� Ift R F r r , a _ � • � yr, `� ,� �"� `. �y '. :, ,! a y a: {„ e" ,:.,y v a .r .,,:� '�.r t :;r'r" 1 '. -/`'f,�� :n.�" r._�f' ., �..'�. f '�"�• ..a :.� .4.., '� .,�Ar k a yr TaA..f i �c. {�'r '�' �s� ' !" . , * ,f 'Hf A /•,tr�r' Y y r. � 1� � �� . F , f j y ./.. Jf ,/. v� ,/'r� �., �� .. r •� @,�� y „+i� e ,f �,� {x:a'. - .F.� 'it„ ,f .. �•r� f r '� ... - . ;.C v. '�,. ' "�'' ":A.- j.h�;N'. ,'1, A YF.'' ,, a.. 'fig. ,.i•r 7. n• f .a�•,` 'p a ' ,.r'r.",r't,,. 1Y: n ,�;' d'.; l:•� ,r '✓� li:+. •�,J.' ,.r., �%�r:'` ,,. ,dY x� i.(�i,E}'.� ..�tt�'�xz.,. r.'� ::.a, ^.�' '1'' r r .. �' k ,r. ,rp� '� 't, �i•>. "r r,:��C;:: �o;. �9 k , r , ,,.,,-r.,. - ++ -'�t..,,u.,,4r .,1. ;:". .... _ _iw ,. y',,'•Ltr,..•�,.®. - ns.. _ �m.�. ..6.:., -,.�.. _�..,,Ja_sx> mac,,.;. �. 'rs .a,.� . . ,w �-�-.. ..�_ .J..T..�,.K,.,.. «-'i'Y' ., ,w , �'�w'n`�d''u%`.rs -''�+"',- �i+.v+r r,C--.=a. ,y--'• ..I..r-r.-,c,'��' ,• , .r Y1�"i}' L,,' �,Lk y ."'Rs= '•h+r'w-'- o':- -M�.1•w yif,. .v+r,�C4..G.ia'f(/C. .+.Y�-r ._.irr .,iC�,.,�„ - spy=:.�a{j.,. 4�f• •jw': w '�ir +Q'�ai'-..sc,i+ H"a.{'ww! - A6 11..i+-,4-` yy..+✓.tw+:V�v'+`�'�.`+i- Cr {nw'{V� w r : FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASS. GEN. LAWS CH 139 , SEC. 3B TO: BUILDING COMMISSIONER OR BOARD OF HEALTH OR INSPECTOR OF BUILDINGS BOARD OF SELECTMEN Barnstable Town Hall COMM Fire Department 367 Main Street ADDRESSES 1875 Route 28 Hyannis, MA 02601 Centerville, MA 02632 ATTENTION: FIRE PREVENTION RE: INSURED: MACIOLEK John R. and Elizabeth PROPERTY ADDRESS: 42 Powers Drive Centerville MA 02632 POLICY NO. HMAO272181 LOSS OF Jewelry Loss April 14, 2010 � FILE OR CLAIM NO. CA1O1OO13F �'a m CLAIM HAS BEEN MADE INVOLVING LOSS, DAMAGE OR DESTRUCTION OF THE ABOVE CAPTIONED PROPERTY, WHICH MAY EITHER EXCEED $1,000.00 OR CAUSE MASS. GEN. LAWS CHAPTER 143, SECTION 6, TO BE APPLICABLE. IF ANY NOTICE UNDER MASS. GEN. LAWS CHAPTER 139, SECTION 3B IS APPROPRIATE, PLEASE DIRECT IT TO THE ATTENTION OF THE WRITER AND INCLUDE A REFERENCE TO THE CAPTIONED INSURED, LOCATION, POLICY NUMBER, DATE OF LOSS AND CLAIM OR FILE NUMBER. -- SIGNATURE Terry A. Seger T.M. SEGER CLAIM SERVICE, INC. 459 Washington St - PO Box 277 - Duxbury, MA 02331 Telephone (781) 934-9770 Fax No. (781) 934-9194 ON THIS DATE, I CAUSED COPIES OF THIS NOTICE TO BE SENT TO THE PERSONS NAMED ABOVE AT THE ADDRESSES INDICATED ABOVE BY FIRST SS MAIL. A -1A 10 28 2010 SIGNATURE & DATE Charle a Seger, Secretary FORM 13 (5-1999) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma Parcel oyoozo p Application # Health Division Date Issued Conservation Division ' • A 'lication Fe V pp Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation/ Hyannis Project Street Address IF Village Owner A E b 2fi4,Z U MC4,G foy-r Address* -0 0 Telephone _ QZV -v 1(v? Permit Request 2..XC,0vc •f•3t3 t- C&i$4f 'C 47 Square feet: 1st floor: existing proposed 2nd floor: existing proposed ` 1 Totalnew •Y ZoningDistrict Flood Plain r r Groundwater Overlay �-•- N Project Valuation 35P�rb' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporti g documentation. Dwelling Type: Single Family �l' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: fisting . 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 2 o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ] Name Telephone Number �76l d Address License# �, u�,J 4xz. Home Improvement Contractor# Worker's Compensation # a1g 77/S//'S/X-V 8 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�`tC � � • SIGNATUREq DATE - '4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED M " MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION (` ►�l'tlo� ; FRAME r INSULATION FIREPLACE K ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING ' `{�?�Q°► DATE CLOSED.OUT ASSOCIATION PLAN NO. i 1 EI�2J 10 n ev 46GE=�,UT cvt LL[ AWC Guide to Wood Construction in High Wand Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301:2.1.1)' Q Check Compliance 1.1 SCOPE - .Wind Speed(3-sec.gust).................................................................................................................. 110 mph ✓� Wind Exposure Category............:.................................. 1.2 APPLICABILITY / Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories 5 2 stories (� RoofPitch..........................................................................:(Fig 2) ............._....._......._..._....__.....�L <_12:12 MeanRoof Height ..............................................................(Fig 2).................................................J¢,fft <_3T Building Width,W (Fig 3).............................. Building Length,L...............................................................(Fig 3)..................................................!2&ft 5 MY Building Aspect Ratio(LAID ........:..............:.......................(Fig 4)................................................. <3:1 Nominal Height of Tallest Opening2 .............................._....(Fig 4)........._...................................... 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)..................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete.................................••....................... ....---•------......... ........I...................._...... . ConcreteMasonry.................................................................................................................................. �-� 2.2 ANCHORAGE TO FOUNDATION'3 5/8'Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an attemative in concrete only Bolt Spacing—general...........................................(fable 4)....._......--•-_.... ._...... ern- --•-•------------ . Bolt Spacing from endtoint of plate..___..._...................(Fig 5)..................................... 2" Bolt Embedment—concrete..............._........................(Fig 5)...... T Bolt Embedment—masonry.._----.................................(Fiig5)............................................ in.>15" N,A �. Plate Washer...............................................................(Fig ...................a3'x37xYg 5)------...__._:............ , 3.1 FLOORS Co A i. D A> Cp-PL Floor framing member spans diked. ......(per 780 CMR Chapter 55)................................... u•,F Maximum Floor Opening Dimension...................................(Fig 6)-------------________.. _,_._ ft<_iz, Full Height Wag Studs at Floor Openings less than 2'from Exterior Wag(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheaiwall................(Fig 7).................................................... ft <_d < Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft <d k:A FloorBracing at Endwalls....................................................(Fig g)....._•............................................................ Floor Sheathing Type .................... - .. (per 780 CMR Chapter 55)............ -�,/`i roor Sheathing Thickness ------------•-- ---------------------------------(Per 780 CMR Chapter 55)........................ itsi;.'S lh�Yc3s F c.: ssi3s`sC�y............................•.......-.............[e na`sc c .. X iv aiSi!eiey Six =- inh- i naiibearin vve1 C ACin !.^. isc1 T-� cs S° }� ii ♦rs c.,cf =s,.. cvua�. ..................... .,........ya ray av . ,a. a _•...._._........-.. Non-Loadbearing walls............... ......................(Fig 10 and Table 5) ..................... ft <_29 Wall Stud Spacing ...............................................................(Fig 10 and Table 5)...................�in. 24�o.c_ • Wall StoryOffsets .............................................. ..:....(Figs 7&8 < ft <€i.. ( � ).................................. .r� 4.2 EXTERIOR VVALLS'' Wood Studs Loadbear*rig walls------------------------------------------------- (Table 5)...............................2x:4- jft_a / b' � ......� A- olr,. Non-Loadbearing wails (T ) Gable Enid 141all Bracing ' Fuil Height Endwali Studs.......................•----------..,....._:(Fig"Cetflin Length at n 10)... ................. ..... ... `INSP .. .Arc Roor Len '. -- wl a ;~ Length..............................................._(rig 1+3--. _-._._..,..--•--•••-••---•----•-._... ss �•t� ,,. u Gypsum ri [t2 s#'v+r r'��rc��used)...... in 11 ............................................ ft>_ v rites x 4 i,viiui]zluies Lsi escc,BD?sa c a v.C._.tFig r11............................................................. / ..-. n..�:.. /:A•9 L`a...,.+..:.... . .,{ 7..A 8.i,..•d."^g t N A# .ci sv£ra�u.�'i'_vc 1 / +Ciiii ii�i IUi/iii�J it�i J L 1i2 Ji.74y/iifn. li G i.-r i73SiE.iSii ia`j. :�ewr�ii-.spacing in end;-.st i.; 5,:a bays {{�� r_ r'-—Yxssr �F'� r�ia iggc n __ _,� , c7rss`-:.i.v'"" cs-s3vE-. ' ° $ -- ...._•_.--.. l •� f----------•...... .........................----•------ // AWC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone } Massachusetts Checklist for Compliance(780 CMR 5301.2A.1)1 Loadbearing Wag Connections / Lateral(no.of 16d common nags)....._.--__----------------(rabies 7)._............................_._....... .-.:. 2 ✓ Non-Loadbearing Wag Connections Lateral(no.of 16d common naffs)..--------...-................(fable 8)._---------_------------------------------- .. �. 2" ✓ Load Bearing Wag Openings(record largest opening but check all openings for compfimnee to Table 9) / HeaderSpans ........................................................(Tablee9).................................. ft 0 in.s 11' SillPlate Spans ........................................................(Table 9)................................. . ft_m.<11 Full Height Studs(no.of studs)...:................................(Table 9)-•------_------------........_............... .... Non-Load Bearino Wag Oneninas freoord larn¢st nnpninn htit nhAtJr aU nnimninn-n fine rnmrdia^nrp to T'ahio Ql ........................................................ ltit)1C yt--------------------------------- SC�. Q. i3t. S7/ v is vy..w..........................................•................4 l aatllC 7,!..................... __. _ ---_L..-Et--kt!!-...._ -- 4Iz- ...... rovrc ....-- :=ybcr-nr tfi..,,,:�E•:--,€'..;ri.a t..'�__:�#!i..i:34 �.uv..... ...wa.v..v..a.....y av.aw.va v#,...a v.. .tW, Vi.I.V.la:.r...•vvu.� :-vim- /• • ivy. -. .t ,....•........ .....................• ��F� •a v >,. 'i - - —�` ------------ L-UtaG IYII.II.-1UIIt-. ZD.. :„ i i i i±i 35.:t�i _ i i�Oti VVQa„ _________ i IOU G. . I l:.-_._, __. _ _ ....._, ,_._ I. !,i (�'�( [/./i 99 �3.�or�,.....n�.r..re/.... ..f•tyv>J co -t \r•r t.t ;'•i% ,V,. G vlfl QV.G . I j........................................................................._ - . r W .d E-�crront ht.!!_t..ncn4»4ho�fhm.s fT�aaE�.14; t. _+ 3amit:rtmnat�-naammse i-sr in!oii cnnt4�t inonsnn"�i:•x-It Ia lmn r-nn,.ontol -vvaii c lannrnn y �- - ------ . ---_---------------•------------ rca,ncu.:.. ..;. V. f�pilClJ U.JC fIVVV a7t7C4t4 ItJUt.SCC C7ORJ VV$UJitCJ i\ l..tituiiat ... .............. it .it ildL!44.. 1.7J .....__.._. '�3l�teaiic! Vi vs iio 3 t1 UGS or c ati.t Vvt a ieawv,ea as t�vaus,eoni ty V vCtt-,y w6 i.ihi p r a t� 'IN --,r 1�fQr�i JT..i.te, �4�1a i ha T --- rTnkj -4'l1 Rltina Stran Conn linnc if enflar fioc nn#imorl nor nano?Q (Tahlo'i Zi T- nt€ Gat1IP¢2aka FlI i.InnkPr (r=imair lm, ni1 O a = - -['riicC nr Raffrmr rnnnof-finnc at N n_I nag benri'nty Wolic Prmnrletaty f nnnp&nrc _ Liwit ........................... .'---------•---- ••:(Tah1a . -- t3= iFt. Laterai(m.of i6o'cor:irt on naus)---!.ame 14).....................:.................: - --- ritlUi jft ull[iy t ype-.---. ---------------- ................ _.- 'per 80 C:MR CharAers 58 ang 96----CZ_q !-%UU1 Ji Eeau fit i4Y I!!!LMI w5s....................................... :. ? I "INS:' ..t... Y n....r c�a.....aa:_.r^_a__:^_ erg.,_... ct -- — iiUS,ry a3iE6ti SES4�a"Q�iG±E!S eel _._. ._._ ........if dLi?=Gj-.. .:r.-......4..:2. ............ .......... Q.L.#__. _ .. ... 1 t hie rhn,.l.tist oi.^t!be me!:..i#e.on ffr,.#., ..v„t...t.,,.,si. ..:.� .,....:a:,.....,.s.,a s3 s,...,.....:.t ,• _ - ...«....v,...nvi vrrvu va,ie,a.e eee ei-�...e eeee c.ea_ r Q ARC yiJAlf1 at, . C. /- - . mZ1 - ice _ V i['3ti .itu.tGia s(V .et.[ 1IIilitri i a BridgewaterMA 1 Jy o��F41Ip OF Y1'`'S'` Job Truss Truss Type City Ply 0810043 C01 ATTIC 12 1 Job Reference(optional) HardPine Inc.,Fall River,MA 02720 7.100 s Sep 25 2008 MiTek Industries,Inc. Fri Nov 07 08:5156 2008 Page 1 r1-0-0, 3-8-3 6-10-4 9-10-8 12-0-0 14-1-8 17-1-12 20-3-13 24-0-0 25-0-01 1-0-0 3-8-3 3-2-1 3-D-4 2_ _8 2-1-8 3-0 4, 3-2-1 3-8-3 1-0-0 5.6 II T f � EM• 6.0012 I dxd T2 2x411 - T2 �: •��, 44.11 4x411. ��yyyy 5 B bdlt» 1 4x12 i - ' 16 3T' 2x4� Co _rn 2x4 i 3 T1 1 T1 \ . 640 12 13 q X 6 16 15 14 X\. V Sxfi= Sx10= 5x6= 4.B 3-8-3 6-10-4 1 17-1-12 20-3-13 24-0-0 3-8-3 3-2-1 10-3-8 3-2-1 3-8-3 Plate Offsets(X,)_2:0-2-12 0-2-0] [5:0-2-0 0-1-12] [6:0-2-0 0-2-4] [7:0-1-8 0-2-B] (8:0-2-0 0-2-4] [9:0-2-0 0-1-12] [12:0-2-12 0-2-0] [14:0-3-0 0-2-12]_[16:0-3- 00-2-12 LOADING(psf)TCLL 30.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 1 Plates Increase 1.15 TC 0.81 Vert(LL) -0.50 14-16 >573 240 MT20 197/144 (Roof Snow= 0.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.6914-16 >412 180 TCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.04 12 n/a n/a - BCLL 0.0 Code IRC2003rrPI2002 (Matrix) Attic room-0.32 14-16 381 360 , Weight:125 Ito LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD 2 X 6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud JOINTS 1 Brace at Jt(s):17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS(lb/size) 2=1740/0-2-6(input: 0-3-8),12=1740/0-2-6(input: 0-3-8) Max Horz2=382(LC 6) Max Upliff2=-428(LC 7),12=428(LC 8) Max Grav2=1866(LC 2),12=1866(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/58,2-3=-2807/493,34=-2420/437,4-5=-2285/444,5-6=-1726/459,6-7=-62/566,7-8=-62/566,8-9=-1726/459,9-10=-2285/443,10-11=-2420/436,11-12=-2807/495,.12-13=0/58 BOT CHORD 2-16=-465/2244,15-16=-174/1765,14-15=-174/1765,12-14=-302/2244 WEBS 6-17=-2392/565,8-17=-2392/565,5-16=-38/981,9-14=-39/981,3-16=-789/356,11-14=-789/359,7-17=-8/144 NOTES a 1)Wind:ASCE 7-02;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-M tall by 1-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-17,8-17 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 12. 10)This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 12)Attic room checked for L/360 deflection. LOAD CASE(S)Standard I r. i Town of Barnstable Regulatory Services oF1HE t Thomas F.Geiler,Director Building Division ■MMSTABLE,'x Tom Perry,Building Commissioner "�;, � 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 9, 2009 William Brophy 67 Prospect St. Stoughton, MA 02072 RE: 42 Powers Dr., Centerville, Map: 167 Parcel: 038 Dear Mr. Brophy: This letter is to notify you that a final inspection was conducted at the above referenced address for permit application number 200806263 and the following deficiencies were found: 1) Glazed opening protection not provided per 780 CMR 5301.2.1.2 2) Design not per 780 CMR 5301.2.1.1 (Holdowns not installed) 3) Construction checklist not submitted by construction supervisor You must correct the above deficiencies and arrange for a reinspection by March 23, 2009 or this office may file a complaint with the Building Board of Regulations and Standards. Penalties for non compliance may include; but are not limited to, suspension or revocation of your construction supervisor license and home improvement registration. Thank you for your immediate attention in this matter. I may be reached at (508) 862- 4034 with any questions. By Order, e L Lauzon Local Inspector Q zoning5 j131�0� 5 Polo w ls�f 6Popor- iAC S'Azo Parr G�Zz�c� Cornt°1 ►� yn)Do°^� AVeR=� Cif 3)27Jo9 41da,5'e I�-�o0ooLON Tsskc R E�(�11�sTaJS Lln1i2ESOLUF�Oltt 04/06/2009 14:56 15086970132 HOMEKOR %Z PowEQS �� PAGE 01/05 Series 9500 Replacement Double , w. 1 9 (r, i ' 1 ... ,—• !AA' ICI„ .1 ij �' I •r'1 f:u .:�_.-._::,_,ter, 1 :"•a r a r.•},-,ry, Irr+�t'�`�h .,I'"•., �iir''"�j;)fi Y.;li '(., ,:a};)f' •'v:7"E ,;.,.... 1 li .: ,IH::a�rl. �....., .. .., . 16 }'''� L�ji i�il'il� � 'rf Series 9500 Features & Benefits:. HeavytluM fusion-welded vinyl consrructim 7/8" msulatcd glass with impact resistant PVB interlayer ptovides protection from wind-horny. debris In addition to its timeless style aTid demiled crafts, + Convex franie profile add curl)}appeal manship, the Series 9500 Replacement Double. Hung Specially designed locks, tilt latches and steel/ Window tiow offers coastal re Aden" the peace of mind aluminum reinforcements provide structural Provided by Weather StopperT" protection. Enjoy the integrity low maintenance benefits of vinyl and improve. the look and cotntfott' of your honnc, while protecting it from + Constant force balance system provides smooth, 1►iIi wiuda xuil flying dcbria,with our bear rcplticcmcnt easy sash operation, double hung window-. 04/06/2009 14:56 15086970132 HOMEKORE PAGE 02/05 Impact • ` Windows and Doors. The result is a line of windows and, patio doors rough enough to meet both the MTM and Miami-Dade County resrinK srand.:uch fcr ■ ■ I impact resistance. We've tested these. windows INTERNATIONAL LiMdcr hurrieri.1C•lilcc c.onditionr, including Standards Worldwide dri,ving rain., and then subjected them to pressures that Are -cliiivalent to 1.80 mph winds. MIAMI•DIAD Next, ro sinudate. impact from wind-borne debris, each window is impacted twice with ai.t eight foot, nine-pound 2 x 4, shot. from ;i cannon at a speed of 34 mph. Finally, we pur these windows through 9,000 cycles of posirive at)d negative pressure to ensure.that they still perform, even after sustaining the punishment of these extreme conditions. Impact Resistant Lam inated Gl ass... lass... : �,r'��;.-_. q:-e •''a;,l� is :in integral elcmeiu in the .. •;<'�+n��,�' `�`aorr* � .rfornkance of our Weather .p i. �' � Stoppers" product line This � h, Lmpact resistant glass is 4 created by Laminaring two " . :'�+�,�,a-'�„`R'�••.�. a'�,, p►eccs of glass to a tough plastic PVB inrr..rlaycr, When, struck by flying dcbri5, the inccrlsycr remai,nr, intact, provicling iralvable - protection for your home, while at the saute time preventing dorviigt-from wind and raiii. � i1u GLASS biC ly,o PLASTIC PVB INTERLAYER " T' j• f ' 1: 04/06/2009 14:56 15086970132 HOMEKORE PAGE 03/05 FloridaBuildingCode 1 withstanding the Storm _ The Silver Liiie WPnrhe:r StOppctl•" Product Une was enginecre(l and builr ro stand up to heavy winds and rains,and wiled-borne debris to protect YOU and your home during severe weather. For mosr stan.dar(1 residentbil hon.les of average size and roof dimension, these windows will handle even the worst c.Ase-ccna•ri.o window location. Florida Building Code Requirements The TC are. factor-,involved in detertttinina if it nl"f,r ,?%1-;:P1 .S• .t.,, fo �7 R; rd:tlr",-; many ,rr•:L ini,_..l.e tm,r :;y>.ril„.,r.,i'>4t{j'JS..lrl'r 1.%!7c' .•('iF wit).dcwa L17C4CS the nhPrdhriare codes and requirements in Fl0Tida-Cur Weather Stopper"A windows and A l doors have been tested and certifir.d to meet or exceed these requirements for alnloo tr. wo srory : residential Monies in.the state of Florid.a.Your local ane � --)Jo mph vw. :1•• government will be able to assist You in determining -- � what Local code.requirements%ire to your area,but tile. below facturr'will play',' parr in sclecring,the corwct *. i window for your 11.0me: T Wind-Borne Debris Region _ . • Wind Velocity(MPH): (sce Fignre 1)Different Section 1606.1..45 wind zones have differeli:t mring requirement: 120 rouh&abo e(ASCE 7.98) Importance Factor: The type of building Q 1101,,ph I mile ofconsr(ASCE 7.95) j •••• ltulleofcoast(Exception) n Exposure Category: Area where the.building is located �,.. • Mean Roof Height: Average height-of the highest ro,_ • Building Width and Length: Ued to d.eter.nai.ne wind load zones • Design Pressure(DP?: (see Wind %one (Ihnrr) 1 ° High as er radilgs indicate increed srrength and 36-1/8"x 6Z1/2" DP-65 150 rnph 147 mph 9500 water infiltratiotlresicrance 54.1/4"x73•3/8" UP-50 150 mph 150nq)Il 8700' 73'x 63" 017150 150 roph 1,50 mpl, • Location Zone: Cotner windows require higher LPL'rat'ino 7400 53"x 26' OF-50 146 mph 143 mph 7500 10"x 65" br-50 149 mph 145 nipli Roof Slone: (see Wind Zone Chart)A higher. 7450 51"11 26" by-50 146 nipli 14.3 mph pitch requires higher DP ta.rin;s 7550 30"xl+5" DF•50 149 inph 145 mph Conditton:l used to determine ncc Wirnl Zu11r Chart: 5Z•7/r"x7.3-7/* or-50 i50 w.ph 150F-l� (_aregory 1 Imporrance Factor,(:,at"ory"13" Exposure, 48'x60" DF-50 151 mph 148mph .35' ue k,-Mean Roof Hcight,buildil-1g e-iae of '•.9r10' 54"x 50" DP-50 1.52 mph 148 mph. 40'x 30',window Location done of 4 or 5. 5800 96"x Sl-1/2° DP-50 160 mph 150 mph. 'Ear.crni(ird k)r Hi¢l,Vrluciry 1 urlie ne 7--one(HVH7) h 04/06/2009 14:56 15086970132 HOMEKORE PAGE 04/05 " Weather StopperTfVI Windows WCat.l1C'r StUppP.T 4 1a11Ftata 1'\C518CA►tT Wlndom'z ntc CpntplCtc'. that fC8L1,1'rP.1 of SpCClally l6I91leCL inrerrelatcd ComportCnrs,dcsigned to e.ndlirc the elements and prcmct your hone from the destructive forces of a ltu.rric�nc atxl ocher,revere�,:e�rher c��t,tlirirn,n_ Q .......... r Desi Steel and/or Ahttl)itulnl Spcciolly i;a,.ed Reinforcements Tilt Latch Auromatic•Sash Lock 0 Impact Resisumir Glass .] O ril LoE2 insulated.Glass provides maximum Fusion-welded vinvl cows cre'rLl'c'S a Strong, O Pona ) energy efficient,wead,.errighr window year round comfort,while rcdmO11g lteiu.iuK 0 cooling cows Fratne and sa.li are reinforced wirh rigid steel and/or aluminum for added srrength © Itt.terceptl�)Wa.rtn-F.dGe Spacer reduces © coridell$arion and improves performance Specially d.signPrl Wks. tilt latches and reinforce n�c�nts provide.s-mcr lral itm....gviry 0 Dual weatherstripping provides an CrtCTgy efficient,weatlicr-tiglir seal Vinyl is vi rru��lly mni,>,rcnrincc flee-colas is consistetu throughout malcing scrarches vitttially 0 Optional grilles are avkhble in several Styles invi::ible, eliminating the need.for Pstinrinp MI(I are sealed inside the glass for Citsy cleaning © lnsulared glass with impacr, resistant PVB inter,- lsyer provides protection from wind-ULILLIC ilcl;ria 5 04/06/2009 14:56 15086970132 HOMEKORE PAGE 05/05 Structural lPerformance When Shopping For Windows, Look For . . . A.nationally recognized authority,AAMA dcwclops procedu.rce for resting and cc'.rtilyin windows ruin doors for sn-uctural performance. To earn certification and a rating, prochict5 undergo rigorous physical resr.ing ar an AAMA aCIT.Cd1Ced rest labOrAro1'y to measure air infiltration,waver leakage,resisran.ce to forced entry And design pressurr.. Design Pressure(DP): Resistance to wind and other dynamic pressures. The higher the design pressure ratht g, the better the window or patio floor. In addition,i.tupacr Resistant windows arc.tested to ASTM and Miami-Dade County, Fl..specifications for i.n►pacr, resistance. Tess involve laborarory simulate(,hurricane condition,, including debris impact,pounding rain,sustained winds of 180 mph arnd 9,000 negative and positive pre'ssuee cycles, ODCERTIFICATIONIMPACT 3(i-1/8'x G2-I./2" DI'.65 A53ti1-E1886&C199ti Ck„d,la Hw,q 4500 54-1/4"x 73.3/8" DI-50 / fM-Ti158G t3P?90 blraml-RisTA.}'501,]n^�_n� Slider 8760' 73"x 63" DI,50 A,ST\4•E11380 N E1996 Awning 7400/7450 53'x 2G" DI.%50 nSTVI-E18RG 1. El l'A\:01,20'&203 DI 5Q rtc AST�1.F18866t M Z. m 7500/7550 30"x 65" � M � /INTERNATIONAL .•.a.n,d,• .m '.nl Standard:Worldwide Picture Window 7507 52.7/8"x 71-7/8' DR50 ASTM-E1.886&E1996 48"x 60" ol`50 ASTM-F 1896&E1.99 Sinj.ar Htm! 2900' M®� 54'=50" D(`•50 AS'CM-E 188G&F 1946 Dario Door .5800 96"x 1.1/2' DI'-.50 AS TM G tAN 2 1. 0'&' �1 �hnmbn"dt TAS I01,2n_6_n? Nor rrrrifird for High Vviveity lilt lie 7oiv(HVHZ) NI FRC labels are an accurate, Unbiased way to compare tlic energy efficiency of windows. Compare U-(Factor: A lower U-Factor means you will stay warmer in the winter and spend less money on licatitng costs. Compare SHGC: The lower, the better.. A.lower SHOO.will kcep your house.cooler in the sumWer.. DESCRIPTION MODEL UMSER NFRC ' 1 Lr)nnh Hilly illy 9500 .47 .35 .56 31 National Feneavation Sli,lrr 8700 47 .35 .55 .31 Ra5ng Council o AwginC 7400/7450 A4 .33 .51 .29 Casement: 7500/7550 .44 .33 .51 .29 Picrure Window 7507 .46 .3.3 .59 .33 Sin, r Hung 2900 53 .43 .58 .33 Fario IXoor 5800 .45 .32 .59 33 1=r,,r,nort information on.Silver Linen'Winc{Dave visit us;�r,�..��,ilrerli,u`<+it1c{<,w:5.corn ur call ua at t 00.2 34,4225 BROWS=-ny "1.'""LIm:2 0 0 8 Filver I.incrn�,1vo I dmr filon n,s mIIIL•.Lmd,a,nn1,r,r r xrgprc-n Inns),a�alcJ In rho i"!ii6111 cho Or nr rile lavrr,�l man r:n ,rr.will r„r ILe14`n,¢a,a do,r rno,nrr�.,hdw,l u,I�un i.m.a.1"in.,. ........... ,,,ur..n.:. Fdl••cr{:n",•,..r..,..,L,..I,:Lr r..�hn�,p„i.....ln,»el:,�a••.,,,,...fin,•.r;,.•�,�Inntla and,.ri:h-omir rime withonr nrJor, rii;r:n L,n. . 02/20/2009 13:47 15086970132 HOMEKORE PAGE 01/04 -BUD kT'+/ MEMMR 210 Kenneth Welch Drive HOME KO RE Telephone I-800-696-0027 Lakeville,MA 02747 _ cf el 7568-9'}6'0000 000 MANUFACTURING CO. OF MA, INC. Fax:508-947-6155 MODULARWOOD STRUCTURES Homes,Additions,Garages,Storage Sheds& Building Materials HIC#114864 vvww.HomeKore.com MA License No.03137S COMMERCIAL_ RESIDENTIAL E-mail:HomeKore@verizon.net Fully Insured Since 1978 MA Modular License No.239 —7ro- s� m75 02/20/2009 13:47 15086970132 HOMEKORE PAGE 04/04 y a 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BVIr_DrNc CODE 9. Safety glazing in 780 CMR 5308.4.10. shall be installed below the glass,except for either and 11.in ntrt rPgnirerl where, r..nvditinn Listed in 780 CMR 5308.6-5- All other 9.1. The side of a stairway, landing or panes in the multiple glazing may be of any type ramp has aguardrail or handrail,including listed in 780 CMR 5308.6.2. balusters or in-fill paucls,cotuplyiug wirlr 5308.65 Screens not Required. Screens shall the provisions of 780 CMR 1003.3.12 and not be required when fully tempered glass is used 1607.7 Sixth Edition, Massachusetts as single glazing or the inboard pane in rnultiple Building Code;and glazing and either of the following conditions are 9-2. The plane of the glass is greater than met: 18 inches(457 mm)from the railing. I. Glass anus 0 squatt:rccr(1.49 m7)or less. 5308.5 Site Built Windows. Site built windows Highest point of glass not more than 12 feet shall comply with 780 CMR 2404 of the Sixth (3658 mm)above a walking surface or other Bdition, Massachuset&State ,building Code but accessible area, nominal glass thickness not utilizing the wind loads of 780 CMR 51.00 through more than J/16 inch (4.76 mm). and (for 99.00;note that seismic design is not required. multiple RlazinR only)the other pane or panes 5308.6 Skylights and Sloped Glazing. Skylights fully tempered,laminated or wired glass. and sloped glazing shall comply with 780 CMR 2. Glass area greater than 16 square feet(1.49 5308.6.1 through 5308.6.9. ma). Glass sloped 30 degrees(0.52 rad)of less 5309.6.1 Definitions. from vertical, and highest point of glass not more than ten feet(3048 mm)above a walking SKYLIGHTS AND SLOPED GLAZING. surface or other accessible area. Glass or other transparent or translucent glazing 5308.6.E Glass in Greenhouses. Any glazing material installed at a slope of more than 15 degrees (0.26 rad) from vertical, vlazrng marerral.is permitted to be installed without materials in skylights, including unit skylights, screening in the sloped areas of greenhouses, provided the greenhouse height at the ridge does included in this definition. solariums;gunrooms,roofs and sloped walls are not exceed 20 feet(6096 max)about giaJc. UNIT SKYLIGHT.A factory assembled,glazed 5308.6.7 Screen Characterlsties. Thc screen fenestration unit,containing one panel of glazing and its fastenings shall be capable of material, that allows for natural daylighting supporting twice the weight of the glazing,be _ through an opening in the roof assembly while fardy and substantially fastened to the framing preserving the weather resistant barrier of the memhcrs,anri havp a,mesh opening of no more roof �� than one inch by one inch (25.4 mm by 25.4 \ mm). 8.6.2 Permitted 1V12terials The following 5308.6.8 Curbs for Skylights. All.unit skylights types of glazing may,be:use8:" installed in a roof with a pitch flatter than three Laminated with a minimum units vertical in 12 units horizontal (259o' slope) 0-015-4nc .38 mm) polyvinyl butyral shall be mounted on a curb cx-tending at least interlayer for glass panes 16 square feet (1.5 four inches(102 mm)above the plane of the roof m)or less in area located such that the highest unless otherwise specified in the. mini facrntrr's point of the glass is not more than 12 feet installation instructions. (3658 mm)above a walking surface or other 5308.6.9 Testing and Labeling. Unit skylights accessible area;for higher or larger sizes,the minimum interlayer thickness shall be 0 snarl be tested by an approved independent lab- • inch(0.76 tmn). oratory,and bearalabel identifying manufacturer, performance grade rating, and approved Z. Fully Lumpumd glass. inspection agency to indicate compliance with the 3. Heat-strengthened glass. requirements ofAAMA/WDMA101/1.S.2/NAFS. 4. Wired glass 5. Approved rigid plastics. 780 C M 5309 GARAGES AND CA IWORTS 5308.6.3 Screens,General. For fully tempered 5309.1 Opening Protection. Openings from a or heat-strengthened glass, a retaining screen private garage directly into a room used for sleeping meeting the requirements of 780 CMR 5308.6.7 purposes shall not be permitted. Other openings shall be installed below the glass,except for fully herween thn.garage acid residence shall be equipped tempered glass that meets either condition listed with solid wood doors not less than 13A inclies(35 in 780 CMR 5308.6.5. ram) in thickness, solid or honeycomb core steel 5308.6.4 Screens with Multiple Glazing. When doors not lest than 1% inches (35 mm) thick, or the inboard pane is fully tempered, heat- 20-minute fire-rated doors. stmngthened, or wired glass, a retaining screen All such panel doors shall be labeled with a meeting the requirements of 780 CMR 5308.6.7 minimum 20-minute fire-resisrance rating. 554 7Rn CMR-Spveoth Edition 3/23107 (Effective 4/1/07) 02/20/2009 13:47 15086970132 HOMEKORE PAGE 03/04 wfz:Inio Line 11/6/2008 11 :12 VALit UVL/VVL 1-O.A SILVER LINE BUILDING PRODUCTS CORPORATION QUOTE NO CORPORATE OFFICES ONE SILVER LINE DRIVE 0939624 P.O.BOX 6029 NORTH BRUNSWICK,Ni 68802-6029 QUOTA QUOTE DATE TION f INE PAGE NO WINDOWS 1 g S CUSTOMER NO 0 BOMEKORE MANUF CO OF MASS 1 INC HOME KORE MFG CO OF MAIN 8788 L 707 BEDFORD ST P 707 BEDFORD ST BRIDGEWATER MA 02324 BRIDGEWATER MA 02324 0 USA 0 508--697-4790 F.O.e_ SHIPPED VIA DATE FAX ATE Our Truck 01/05/09 c�OC�1C 1 ows ORDER TYPE TERMS TA ALES REPRESENrarIVE ORIGINAL ORDER 1% 15 NET 30 YES JOHN KANE TOLL FREE SALES FAX NUMBER: (800)4T3,2949. LINE PART NUMBERMESCRIPTION CITY UNIT PRICE EXTENDED PRICE 001 140 ded Dh- Single 29.75x36.75 White 2 124.27 248.54 DS/ 060Lam HalfScrn SingleLock Actual Size 29 3 6 3/4 Nominal Size 24 x 210 Total Goods 248.54 Sale Tax: 12.4 TotaL Order: 260.9 *** * *7k 7k 7k 7�f***71tf1c7t7t*7t it t 1t 7k 7k 71C 1C7t 7e 7t7t****yE*rt 7k*fit k 7k*F ek dt f4�Jt ,k aF*fie 4*iffle sir �t *** * Authorized by *** * *** * Purchase Order# *** * *** * Please check all specifications for accuracy. unless otherwise *** * noted, all products listed on this quote will be manufactared with *** * clear insulated glass. Please review the quota cilrefully to make *;� * sure it i6 accurate_ Should you discover an error, pleasa notify *** * our Customer Service Department. PLEASE EXAMINE THIS QUOTATION CAREFULLY AND IMMEDIATLY REPORT ANY DISCREPANCIES. 02/20/2009 13:47 15086970132 HOMEKORE PAGE 02/04 Silvez Line Wit)dows - manufacturers of vinyl windows and patio doors for new construct___ Page 1 of 2 Silver Line' w1NDOWS • DOORS 1.$ofl.234.�22$ Colnoany Info NEW CONSTRUCTION VINYL,WINDOWS I Double Hung What's New , Products Availability Data Center Knowledge CentEt=• ® , . '; ; Itta This product is currently available in to Howto Install a Window j I ,� y Eastern Region. Dealer Locator M Warranty $ilvcr Lino rinmpgny Rtnrp Frame . 71r Career Of>portunities ""�°`' Model ID 1400 F:I,, _�••:- „' ,;, Construction FramclSash Fusion Welded Frame S Sash �011tc7ft tfS n "Id., •o �.; . Extoriae Appearanr_o Beveled Frame Press, Frame Features integral.)Channel Frame Depth 2-11116" Now Construction Double-Hung Structural Performance Size;46"x 65"•OP 35 ZERO Model ID:1400 Size:45.75"x 7 6.75"-DP 15 wm ilia f odoo 1e00 douhlp.-Nino Size:92"x 65"(Twin OH)-DP 20 window we bffor a quality window 01 an Sire:91 5"x 7G.75'(Twin UH)-OF A)rdyble-grins without ranipromleing 15 Its festums.You get the best of 00111 Size:101"x 65"(Triple Dli)-Dp SIIVCI Lllnf W"U'l—I is a 110-A bt::+uty;vrU ymfv11i1�+uGr,.will)thl.4 now JJ De11nornt the.US dnpr'nmenl of eonstnldiorl window.Designed to Isst s Eogrgy's ENE"RGY 57AROP nmenm Silt;:101"x 7G"(Triple DH)-OP uletlme,the high gustily construction oronles a strong,weather-light Wlndow 25 that won't Intyou down while ile suractive beveled Game design It,SLIM Glass to cornpliment any style home.Willl the Series 140Dyott Improve the. Model ID 1400 appearamch of your home and Sjot I.G.Thickness 518"Dual Pane prvclical pertormane(+, Glass Type Clear 5pacer Type InterooptO Worm Edge .1 GI11ss Options toE'.LoF_'Argon,Tempered, Tinted,Obscure ,1d ,,{ U Factor Clear Glass„0.49 Lo E'Glass-0 35 LOF'/Argon-0.32. Hardware Model ID 1400 . Lock Type Cam Type Lock&Keeper Operating System Block&Tackle Balances Screen Cloth 18 x 1 G Fiber Mesh Screen Frame Color Coordinated Roll Form Options Model ID 1400 color Wiile of Belge Grille Type 314"Contoured or 13116"Flat Gnlle FY1onAInn Jambs 4-9116"or 6.9r16"Primed of Cleat' Pine Other 112"Sheetrock Return Channel t ' httD://www.silverlinewii>_d.uw.cum/productDctai.l.efm?1ED=1400&catTNC&type•=double 2/20/2009 02/23/2009 09:52 15086970132 HOMEKORE PAGE 02/04 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Comphanlce(7So c 53ox:z-a<.�l)' Compliance .......--•----•••-.._.......110 mph 1.1 vvind Speed(3-sec.gust)......................................... .......... .......... ..... Wind Exposure Category............ ........... ........ ....................... ...B ...... .......................� 1.2 APPLICABIUTY � stories s 2 stories Number Of'StOries(a roof which exceeds B in 12 slope shall 2)nsidered a story)...........................................�_ 512A2 Root Pitch........................................................... .................................•- •----_...._..... .......:(Fig g .... .....__. ---........._..._._ ...----_ ft s 33' �G Height .(Fig 2)- ft 5 817 Mean Roof Heig .. ............ ........... ..... ...... ...... (Fig 3)•_...... ..... .....__....._..... ....._..... idth,W y ......................................- ft s Building W ........... .... i 3).................... ...._...... ..._........ 80' _lG� Building Length,L........................................................... •(F 9 4)... .... ....._.................__....__. s 31 ..............._................. _ Building Aspect Ratio 0.. _.....- �g 4)...... .... ..... ............ ........ Nominal Height of Tallest 0penin ........................... � 1.3 FRAMING CONNECTIONS able ....................�. General compliance with framing 00nnech 2.1 FOUNDATION uirements of 780 CMR 5404.1 ✓ Foundation Walls meetu►g req ..... ...A........................... . .... •• ...._...... — N Concrete.............................. _..._......_..... ConcreteMasonry...........................•••-•......--_....._.... .... _.... ..................................... 2.2 ANCHORAGE TO FOUNDATION a Mechanical Anchor$as an aKemative in concrete only Anchor Bolls imbedded or S/S'Propriebry in. •Bolt spacing—general 't+t of plate..........:..............(F�4)...•......_. „ Bolt spacing from .(Fig 5) .............................................. in.z 15" ti A - Bolt Embedment ..... ....................... .(F��• --•-•• ..�....._ .... ....... 3'x.�.. Bolt Embedment-masoc>lY......_...,.. .-. _....__....._.....(.Fig 6) ..... ..... ................ ..... ..�3"x plate Washer... .... .... .... .... . . -- ... ... 3.1 FLOORS �'_La �- y�,� ("�{„kf�?`."• ...(per780 CMR Cteap�55)--------------- 9a' Floor framing member sps�ns c1u ........ ...�- ... ft �t..� Msoarnun►Floor Opening Min ------sim - Floor less than from E�deriorWaq(Fig 6)....................................... Full Height Wall Studs at Floar Openings Maximum Floor Joist SeSecka ..,_-..•................�ft s d Supporting Loadbearing Walls or Shearwalh.............-(Fig 7)----------------I........ Mwftum Cantilevered Floor Joists #.h 9 .: i 8 ...._.....---..---.....__.— Supporting Loaldbtlfin Walla or Shaarwalt--- ( ig )---------------------•• ...._....^..... ..5 d Roor Bracing at Endwalls........-......-............. ............---• Chapter Floor Sheathing Type ..._....(Der 780 CMR pt 55).......... in. - --------- fioor Sheathing Thickness--------------------••------• ChaQter45o�-F.--4u��-.� r 780 CMi'r; �)- -� ...• - �GG:ji:cali•��"5 r ooetCt!!i�................ •• .1�, lit . = ... Lvsdbnr'sr-,'vM!!s....... ... ...... ....... ....... ............ .. ...;. l; and Table 5)., ...... ...... •:� -----•• ..--------••-- t�IOri-L02dt')carisi9 wratis.............::----..... rn.f 24 o_c. .....................................(Fig 10 and I"Able 5).....----..._ ... e d _(�f Ong ........................................................ .._...... .. _(Fags 7 z 6 ft Wail 9C�d S „- )•••................................ Waft Story Offsets 4.2 ExTEMOR iVALL s: yvc70Q$>AJdS I:cr.-:.oiidhaa►rg v= ... .. .--..--.. P .................. _oadbaming wails-- ----------- ----- ---- - --- :) ............................-... a; ... . .. ....la....................... Grg- =nd Y"uii unaGny lr�� iL 2.... • p _.t,'c too, _,ATM�"i+ ''ti�rSiirl^�eF�e� 2i! i , C?:�[eiiS= ............ � �� /...'... .... .. ................ _ ...-- ,. ., ba fi� ...� motbicddna@ •"s:LU: — 2.. -• Cniirp Ar• °� _................•............. .. ._ .�, ..............�^ — r...� .. _, ...., ..... .. d n�i a �• �• G-1i�^nnc+pr y4r�-^•( . 9F tA rommC�F is)......... ..��LP r 02/23/2009 09:52 15086970132 HOMEKORE PAGE 03/04 AWC Guide to Wood Cons"Chon in High end AreEts:110 mph Wiled Zane Massachusetts Checklist for Compliance(7a clammi a.1-1)1 Loaacearing Wall Connecfions Lateral(no.of 16d common na17s)........ (rables 7)_._..:........-_•_._...... ..__-_...._---._... Non-Loadbea"Wall C.onrecOons Lateral(no.of 16d common rlaiTs)........,..._.............:..(Table 8)-_------------_----------,.r.------------I. Load Bearing WaR openings(record WSest opening able 9�dnp for compli Table ) s 11' v Header Spans ........................................................ ...� )......................_.............. . SinPlate Suns ..............-----------.................•....... (fable 9)--------------- ................_- Full Height Surds (no.of shxds)....................................(Table 9)......................... ............................. / Non-Load Beeflna Wall ORP_nings(%.: xwrd lama�P nrwnirin EH�cherlc aA onP^'^gg�f71rr PI - in?ahlA Q� >1 lTijLis.r..........................._..-, -- j rs ir- < ry Sine P-a" j 1 l•.f .7• - ...- n i'.e125ye711[O..••.......................................................- U[C . ---...._...•.. ....------.. 1rsbiey/......----•-•--.......••..................e__._._...... . (}7•7LaaJJ�.....,,________________ 0 4, . co.o at _�.�.�o..lr�orry'.�.,:;:,C_�.... •!� ern 1..,r.,.isc�+:c:�:� .:c 1 c.uzy ......................................................-'__._..... _.. i=rit�P A'ala ena�-i•,n r•��.��.'�r1 O:-='_"i"'i s Cocci ee 1. �V . ..._.—�...� ...... ..............._......_.......-�....�...� .v / rani•�4 n\. . :r ............ .. ........ .. ............. ..... rer•WI1�?-uii-::C6a!} � r;11:.. tl .... __... .. •. ... . �- '70 Tor•vgR;;'Wfi?r_:r:¢1i�v>="^-ii>°SIG'!f.;3�R1"P^'QI Fjj _...... - ••......... ....... — vl:�c::tljfl7 .33:;1L RtJ................... ........................................ .. •J.. ..'.3G IV^J r. 11.-� 3.' .. [ i :ILlLC 1__.� .-..._,� ----------_...........................S.7UIG _................ _. - �' " .,e w.e..":a: =s,sj�ovlc it j _. ....,...................... ....................c �. ..j7 _ -� •'•.:, M J•.Y ��r c..rarr�o_r>�C�c1Y_ aiCTt•...;;��:„:°"'„^.........................� :."'..w�C ._... �v S°/,^�.eriiirne•[aT t'j+e?eninrt^rrtr tf:Fr;i��i[tf�flnav-inn�fi'�^/i1 .•v.� j•nnre•nw1.................... `I- 1fJsj:1 c�:isxnrllr.� e tSierct �[:f VSJfI[di ir[epcj9 ... . ...... S• ` I:..vllr�ll[111.y.�1r�r[iweTS.,w:S��11Gi.new.•---•-------.•..........;rCrrtaeCei�L+s�:•1vvc..� ;11U_`i.3c'C38r; vvt�uajeC; n n.,r.7.__. i r' ... .w ..la3ouy_a ......................r...,.............._.._......lFO Illjc :9l---------- asiT33uriC c' LS LiJ � �--�-�-• ve�ZiJt�llYl YvaNS .•'Ti i.is�:.� ;clluyf �.rs a:cl.ii1J11b U�1- !1 - - ��.r w a r.1 1 1lf\ Is ............................................._______..._........�,:0.!r>W IL. ...........,........-..___..__.___..........-I Rneor ` I. . l er 1oc runt c la�t4 per none^I i !"wS.ln 9 � 1. Rirtri?fi:ran rrtnna lcnnc LL�nF1. i '_anlc 17aY�d�i,i�innlrcr �. :--. ;^2!.# 2 1 ----------- . a. _.»�'9�'OF 2 . ... ••-- _....v-.•__. _ - �i"r.1GG Af Raafor t:c�SriAPrPi.lr1�F�Alnn.f na�hearinn illhi2c � v::;�riatary f:nnn?r"�rc i;g11T... ....... 5d:. .. . . ........ ........+ - JH iaiefi�i�f10. C� i�sd GaiilcTiO i fl:l?i$D i cable'41.. _ r, T. i. -- r•" = 68 and 59 e<LOg a7S�dU7it9L2 1 dc,e-----------------------------------------•--•--....,.,er rug c,:�tR�raa.ers _ _ =.::QF J71r27Li 8[f iGi ii�i 11��._•---- ... «.... Y. {i c. >'l l'.S''�CnrSY 1♦vur�y1r�p,r:F��i..•IAIGCI11cy____________________________________________i Ll�C� C Gi.._$___—._...=1...i. ........................ / 7 _w?�i_r nhert;f:ui y.5:.'Cl�'� ya 1..� 6: f. .J•w sC, n-rr. _..±ly..+�n+.er!r..� �.. ...."`r>I"_ ..�V - .,.. .-,-- .. - af:0 Ail ._. �..r r r:r :� VI1•••v<t.F.n�rU 1'I::f:i _!'7 C_ --_.- -'-_•-Y.. ___ . . .. :::.:n:a:� .1:i,A -1 a w u�..-� ri♦i.n n�_�!:=a=��.�a;r..�_ __ _. .r - _.. - -.. - - _.__- -. .. _ _......._. •"ro i�i;�:..��:`rrJrnc r3�i=ii!ray ii C•PO 17 "`- 1.1 a-. iriA N�Si'F�a'• [:1+ leis � `� �. L'✓:1irG N.>v.•v1�.v111111A IIGMIrth7 ial lJv iv u d.lOii ub tx7��iue�C.�1 Myicwl'e 1.11 ni✓1 ieYi iv e�vn.Iti:i.:r�i'[i'a uor.i Sid li'y xi 610;.' f. ::: ..._... mv...1. .• Cic—. i and:-i. � Bridoewater. ,•. .nT f.vclf111Gs H••v�:••''--•�L:GJ.3Mr V�•4N.�:.0 'I'4-MIJ� �` Mn �W I )(OF I 02/23/2009 09:52 15086970132 HOMEKORE PAGE 04/04 ow.., ,r,.,--r-eke'�i?•mrr y� 5:7t' 'A ,v:�ury?��y ,ea'� • .^_�:_ = e,^,�J:.•r--ten-:t<'-'-+ _ --':?�'�'!+x�: =L4��i-F�i'�. _�.��+,•-�",.v:a��4^.'.hG�:;; +>`� -+�^^r:':C;ci..y�j...'..; `^�'.,"�.:: .:�i,'M'�'•-q I r. is prado ei is prercmb/o to elmllar eonnedors bRR'anle of siet7natanation,b)blgner laads,.e)lower Installed cost, _ I f —Post size by a� • or a combination of these feafates. I D r e The HDU series of holdowns combine the advantages of low r, `r� deflection and high capacity from the pre-deflected geometry with the e ease of Installallwi of Simpson's patented SDS sorowe. I pilot Holes To' HDU SPECIAL FEATURES: i Manufbclunng o•Pre-deflected body virtually eliminates deflection due Pressure-treated purposes m, barrier maybe to matorial stretch. I (Fastener .ti H re4ulran e •Uses SDS screws which install easily,reduces fastener slip, not required) . : a ;': . ZIP and provides a greater net section area of the post I m compared to bolts. •SDS 1/o'x2IN screws are supplied with the holdowns. z (Lag screws will not achieve the same load.)This ensures the proper fasteners are used and is convenient for the installer. j;a, •No stud bolts to countersink at openings. j ••..�,�;; MATERIAL:See table. FINISH:Galvanized INSTALLATION: -Use all specified fasteners,See General(votes. �,8 . Vertical HDU Installation •Place the HDU over the anchor bolt. 1 HDU may be installed raised off •No additional washer required. I� � the sill plate with no Increase in •To tie double 2x members together,this Designer must determine HDU deflection value. (occ note 7). the fasteners required to bind the members to act as one unit • ' without Splitting the wood.See page 20 for more Information. 5cc 39TD Anchor golto on page 33-34 for i For noldowns,pu, ASTM test standard3,anchor bolt nut should be ,fir• anchorage options. I finger-tight plus 1/3to'/a turn with a hand wrench,with consideration �t'.: •Refer to technical bulletin T-ANCHORSPEC for post-installed j given to possible future wood shrinkage.Care should be taken to not , anchorage solutions(see nape 199 for Malls). aver-tnrniip the nut.Impact wrenches should not be used. ; ' CODES:See page 12 for Code Listing Key Chart. j _ _.__._ _..___ .__—_�••----.-'.-- '4. ..._ ._._._.. ............_._. ..... , ---.—___ ..._—_...._ .. _............... ._._. Dimensions Fasteners Allowable Tension Loads Holdawn Deflection Model Number at Highest Code No. Ga W H 5 Anchor of SDS IIF183jSP S3P3F/60 Design Load Ref. Boll yr;:2Yt' ( /'I5( '�, ( /1 ) HDU2-5DS2.5 14 3 9'1/re 3Y4' 11/4 r 6 2625 2260 0.017 :. HOU4•SDSZ,S 14 3 tote/,a 31/4 1 V4 r 10 41s0 3600 n n49 HDUS-SD52,5 14 3 13% 31/4 1'/4 c/n 14. 5430 4670 0.061 146.160 ' HOUS-SDSZ.5 10 3 16§/e 3�/a 1�/4 �/� 20 t3350 7160 0.037 ' 'bt�>:• 31/2 1'/4 1 3n 1 11275.'� 9095 0.010 �.,. HDU11-SDS2,5 10 3 22Y. Hl=, Allowable loads have been increased for earthquake or wind load durations with B.Deflection at Highest Allowable Design Load. no further inersaac allowed;roduce where other load dumtlnne onvern. The deflection of a holdown measured between the rtion at Ift holvown 2.Loads are based on static tests on wood posts,Ilmlted by the lowest of 0.125 whenot ailed to the hir bolt and the rhesap/oallowahle load Ilsled Ar' deflection.lowest test ultimate divided by 3 or the calculated values of the 9 SDS 1/.)2'h'screws. in the catalog table_This movemant is strictly due S,Tha 0as1gner must apcclfy anchor bolt type,Innom and embedment. to the holdown deformation under a static load L,When using structural composite lumber columns screws must be applied to lest conducted on a wood jig. i. the wide face of the column, 9.Tabulated loads may be doubled when the Hou is 5.Post design shall he by Designer. installed on both sides at Ole wood member provided 5.SDS screws I,r4lell best with a low speed/s right angle drill with a�,'hex head driver either the post Is large enough o►the holdowns are Deflectlan values are valid for holdowns flush and raised off of sill plate. aHset to eliminate screw Interferences. Refer to note q,page 14 for Installation Instructions of raised holdawns. r,•,: . k ATSAr7chor Tiedown Systems rr. The Anchor Tiedown System(ATS)is a method for anchoring she-drwalls In mid-rise wood frame construction to resist large b aplilt forces in stackod shearwall systems caused by earthquakes j and high winds.The revolutionary ATS method restrains - - cverturainq torrps through beating plates and Simpson Strong-Rod providing a high capacity restraint system far - r sxceeding the capacity of traditional holdowns.The patented ATS also oilers Take-up Devices to compensate for wood shrinkage and settling common in mld-riser construction. ri For design information request C-ATS or visit Free ATS Selector Software available a 7r.,y. - � r.`yA•,,ytc.. 4 f' a 1M Hr"f_"'rh h.. ,,-•+.�9F rri�AC;+;...i'�`A7Yf'�;t"�`�.�r�,,l��'4.�' .�'+r;,'ri+".Y�.dt+t"�'�-.y�y ,.,d`" .�.�+sdW4�':'�4i^i�s''H:.7'^i�C^�+'�`.Y"t�SJ�'.�t:N4�'�+'�'`'" ,ar�rwt'�.}'�`+d�:6?'4..T�i'•'ip,.,.a i'4,..;{y:e4`�`1•'Ca ��` ,* Town of B arnstable BARNSTABLE ,. Regulatory Services _ :f' '+•g 9 MASS. � 1 M �6 M N. on Building Divisi prFA'S - k 200 Main Street; Hyannis,MA.02601 ` Office: 508-862-4038 . Fax: 508-790-6230 Inspection Correction Notice 1 Type of Inspe/ctionp Location "�'Z / wG- S � I Permit Number Owner Builder One notice.to remain on job site, one notice on file in Building Department. The following items need correcting: ((D A 0 c..6 �o Lu N s . H.t t 5S�k/Ir /��I� /04 4 N S`? �/3 2'� /9-z--r Iva- /n/ k?/A.) . F Please call: 508-862-4MK for re-inspection.- Inspected by '4 Date f i ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508).775-3433-Telephone (508)-790-4778 Facsimile Charles M.Sabatt Charles J.Ardito,P.C. Edward J.Sweeney,Jr. Michael B.Stusse. Of Counsel Donna M.Robertson Thomas P.Carpenter Matthew J. Dupuy Kelly S.Jason Tracey L.Taylor PLEASE REFER TO FILE NO. March 5, 2009 Mr. William B. Brophy, President Home-Kore Manufacturng Company of MA, Inc. 210 Kenneth Welch Drive Lakeville, MA 02339 Re: 42 Powers Drive, Centerville, MA Dear Mr. Brophy: Please be advised the home improvement project for the above referenced property has not been completed in a satisfactory manner and has not been completed in terms of the contract between your company and the homeowners, John and Elizabeth Maciolek. In fact, the garage has failed inspection. The final inspection for the garage has revealed that the windows that were installed are deficient. The windows lack impact glazing. The Plan dated November 4,2008, indicates that the windows would have impact glass. The homeowners contracted for a structure'that fully complies with the building code, since windows with impact glass have not been installed;.the contract has not been satisfied. Additionally, the building inspector inspected the property on February 20, 2009, and has indicated that the hold downs are missing. Those hold downs are also shown on the Plan and contain a reference of SSTB27. Those hold downs are not in place even though they were shown clearly on the Plan. See attached Inspection Correction Notice. A copy of the Plan is also attached. Additionally, the rough grading is incomplete and the lamp post needs to be installed as per.the agreement between your office and the homeowners. _ The rough grading, including the replacement of the pre-existing boulder wall needs to be completed. Your subcontractor, Mike Leary, has already been paid$3,500..00 and has only Page-2— completed $2,900.00 of work. See attached proposal from Mr. Leary which clearly indicates that a payment of$2,900.00,is all that is due for.the work that he has completed. Although we paid Mr. Leary directly as per your instruction, HomeKore is ultimately responsible for all subcontractors necessary for the construction of the garage. The homeowners did not know Mr. Leary and HomeKore sent him directly to the property at 42 Powers Drive. The homeowners demand the return of the'$600.00 overpayment.immediately. This.letter shall constitute a Chapter 93A demand letter for the return of the $600.00. I direct your attention to the provisions of Chapter 93A for the timing and manner of your response. These deficiencies constitute unacceptable business practice and violate Massachusetts General Law Chapter 142A and Chapter 93A. The above listed deficiencies and violations are Only a few of the violations of the law that your company has engaged in on this project. Mr. and Mrs. Maciolek expect that the project will be completed in its entirety and°in compliance with the state building code or they will be required to exercise all of their legal rights. Very truly yours, r- Fa r' MICHAEL B. STUSSE MBS/jm j- Encls. 4 . k 03/19/2009 13: 19 FAX IZO01/003 r John 'olek Ins S'YABLE J .� E. AW . { ® p 51 Union MA U16 f � A9� , tacio nmet it 11 DIVISION I i i i it F Transmittal Sheet TO: Mr, Jeffrey Lauzon ATE: March 19, 2009 508-862-4034 office I 508-790-6230 fax i ; RE: 43 Powers Drive, Centerville,MA i { I II Dear Mr. Lauzon: . I Attached please find correspondence dated March 13 �009 from Sean Brophy to i Attorney Michacl Stusse regarding the above referenced pro rty. li - i You should receive 3 page(s)including this transmittal she If you do not receive all necessary pages, please contact our office at 508-755-4460.1 11 NOTE OF CONFIDENTIALITY i This document accompanying this fax transmittal contains confidential formation. This information is intended to be for the use of the individual named above. if you are no a intended recipient,be aware that any disclosure,copying,distribution of use of the following pages prohibited. s - i. 03/19/2009 13: 19 FAX Z 002/003 f_ 88:27 150869�b13'l BN 19 2: 35 Telepw 1-ao0.�' W94�.OApo Q ►� Psx:50�s.9a7-6155 110 n„eth Wi:lch D„ri`�e �■ ■OMB o� MA, INC. L,ke HO..�""`0 '. ,isioHNANUFACYURING Co. MODu14664 t1+'WOOD S"MCT09125 -too.lC 3117S Sheds&Building M Lk'eCS n "Na 03 Womcs,Additions, SrO` MA Modular Ucenso Nc-239 cOMM6p,0AL RGS10p MAL :� Since 1979 WWW.HomeKGVC n r►�c FullyInwred E-mai►:HomelGA�@Ygr'�zo - March 13-V 2009 AttvrneY Michael B.SMSSe Suite C i 25 1Viid-Tech 1 A►is 02673 , n �M1 \y� ► x C� West Yarioaouth, jve,CcnteNi1le*&Ad Ma. ! Re:42 POwe" ;i beak Mr. Stu9se: i' for Mr. &bW.7obr ce in ds to the g table. our covespondcn Build►u$ r fog Sam we have rec6vcd y t with Jeff LAU= is concerns. Mse4olek. I have been iD cont ve done to ca ds to what he would like to tw windows installed ara County in zM92 o. ro=aon per 780 CU R5301.2.1•x for the 51W on 11400 • C=la�op g P 'Me normal DP ra g Inman that was Silveri vinyl clad by.And a DP�$of series is .35. We ups . the g1w to Building DDO lac on 11I4/08- ( with a writt�Cn on the plans subMit�to that s s , ctu�Wood peel � 1„aumn and l are at ag�et°ent coon bf g op=inp per ,clmess of 7/16 is P�iucd far P a hava eveay i tention m mmj'mo am th Code in whil State 13ui1dilag Id'edition of the Mass t whoa all supplying' st ws►s g'tvcs�m the boil di dq=== Mass Comps cheakli it on 1114/08 by Ste► documents werenitted $�silding DcP Bropby-(sw a ied by Umpson Str 'e is a 518"oancho>; aa. • SS'TB hold downs manaf W anchor t in foundati Building which was used in per° normal' off by 66 'ate 5S1B liold downs were iustaued,igpeCtAd a Stgn I ; inspQ'- late when tho famda )n was b=ltf l-d- (see ne rough was coT!aP arocechod w aa,ct) with sny a between the Macioleks and o Homekom ao ccsponsibil% rbnc two is gvArare fmm the airtraat MUM Aay qpt dated l0 08 between ore and Mr.Sohn °madolek about telo�o s the la opost had a discussion Wi �svz'e wb�e they were god to • In regard wid Mrs.Maciol*were n wifbout Of the ost and he to rcloc�the ould give place it+ Z 1d him that 1 coii1d not gnotc h><m" d brr an cxaa and Z )saving my cctridm look ai it fiat and that . �, E9�60 600Z-LT-?1VW i 03/19/2009 13'. 19 FAX Z 003/003 �s - �e,Kurct 03 AP/lfi/ 0�9 08:27j : 15®A697®132 T j : 1-800.696-0027(MA) 1 : Telephone S08,g,F7A000 W Ich Drive ® tic;Sog-947.6155 210 Kenneth a H Om lakolle.MA 02347 Qf NIA ii ;NC. 1�IANUFACTURI ow s�uC URS gals H1C#t114864 MODULA ScoPa Sheds&Buadi^S r Homes.Additions,GwagPs. CS License Ne_031375 C.nMMFRCIAI -RESIDENTIAL MA MoCu Llcense No.239 www,MorneKare.com = SinCC 199A t•tnail;HomeKor+eGvertzon.net Fully Insured 6t or trench far d1e I would givo him a ch=r-order for thSL rleithar the host are in the contract dated 10► 108. yours uvly_ I . fiegn Rmphy,Vices Pttxicknt is � £��60 600Z-Li-i3�tW 03/24/2009 07: 58 15086970132 HOMEKORE PAGE 01/03 WILLIAM C. POfTER ARCHMCr s; 2i 3R 'L�+ i 9, 03 March 19, 2009 Mr.Jeff IAuzon Inspector of Buildings Town of Rarnstahle 200 Main St, Banistable MA 02601 PROJECT: Proposed Garage 42 Powers Drive Centerville SUBJECT: Checklist for Compliance (780 CMR.5301.2.2.2) Dear Mr. Lauzon: The attached copies show a revised checklist I talked with the American Wood Council Help Dcsk, and vex ifiied how the height of openings is counted. In the case of a garage with approximately I' of foundation above grade, the opening height is counted as the height in the frame construction (6'), not the overall height The Checklist is then met in its entirety, and the items in Note 1, a duu a are not required. Thank you. y��Peo An�tiir ` c,PorA��'.� 1p No. RROO. Bridgewater, Z MA William C. Pouter 63 MAIN MP,L•:r,BRIDGEWATER,MA 02324-(508)697-0380 03/24/2009 07:58 15086970132 HOMEKORE PAGE 02/03 -A WC Guide to woad Construction in High Wind Areas:110 MPh lend Zone Massachusetts Checklist for Compliance(7so cmR 5301.3.1-01 �1 Check COMO$= 1.1 SCOPE .Wind Speed(3-sea_gust)................. . .................................................-------------....................... ph .. 110 m ph Wind�osuieCategory................_.......I.......... ---------.-- .-----...........................--------......__-.... ,I¢ 1.2 APPLICABILITY Z stories :52 stories Dumber of-Storiss(a roof which exceedc a in 12 slope shag be�idwed a Stott) ----------------..:(Frg 2) 9 s 12'12 _.....................�.-----........_ Roof Pitch ................_.......---------------..------- .-j ft 5 337 MeanRoof Height .........................................._.........._-....(FU 2)_......._................._.................. Buildingwidth.W..................................................... ................................................ 2Aft s W � Building Length,L..............._..........._........... . .. _�..:...............(Fig 3)..........................._.......... ..._.. . ft S w �L Building Aspect Ratio(LIVV) .........................-_.........._......(Fig 4)•--•----._............................:........ 1 s 3:1 Nominal Height OfTelleSt —" - 1.3 FRAMING CONNECTIONS -Cenral compliance With framing wnnections....................(Table 2)................-....... .............-................... .. ✓ 2.1 FOUNDATION Foundation Walls meetlng mquimmerds of 780 CMR 6404.1 ✓ Concrete......... ....................... ..........--........_._........... ........_._ .........._.__......... ......... ....... Concrete Masonry.... ............ _ .. _................................................................... ..................... .-.. 2.2 ANCHORAGE TO FOUNDATION" &B,Anchor Bolts imbedded or SW propfletary Mechanical Anchors as an allsmative in caonarete only tn. Bolt 5pacing-genre!...:.......... .....(Table 4)_----.------_.-------- _.._. ................... �. Bolt Spacing from endroint of plate....................... . .(Fig 5)•----..__-- _ ........- '1d!( m•s 12° Bolt Embedment-Concrete.................... .... .__..(Ft9 ------...._.................. 'in.Z7' Holt Embedment-masonry.........................................(Fig 6).......... ----.......------------------ �- in.z 160 PlateWasher............................ ..............__.............-(Fig 5).....................................a X x 3°x Ys _IG_ 3.1 FLOORS Floorfisming member spans checked . ...... ............ ..(per 7aO CMR Chapter 55).----------.----------- -... � Maximum Floor Opening Dimension.......- ------•-••-.-(Rg 6)••---••--•••• •... .............. ._fts 12' N Fug Height Wag Studs at Floor Openings leas bran 27 from ExteewWell(Fig 6)--------------------------------------- IJ� Maximum Floor Joist Setbacks ft s d iv h Supporting L.oadbearing Walls or Shearwall................(Fig 7)..................................................... M®dmum Cantilevered Floor Joists ft 5 d Supporting Lopfl gs bewing Waft or Shearvrati.___.........(Fg s)......__........................................._ VIA Floor Bracing at Endwab.........................._..................... ..................... ....... Floor SheafV Type .............r : . __ .... CMR Chapter .........----------••-------- Floor 5hea0ting Thickness...................................................(per 780 CMR Chapter 6M...._................ in. FloorSheathngFastwing-----------------••--._--.--..............•-.....(TableZ).. drags at in edge! mfie�d 4.1 WALLS Wan Heigh! 10 and Tetble�. .Q ft <1fP LmWbwftwells.._..--------------------------- _---------- -(Pig .._.e......�._.. Man-LaoadbeedM walls.............................. ....... ...(Fig 10 and Table 5)----------_--r........,�ft 5.2(Y Wall Stud Spadng. , •........ ...: ................. ........... .........(Fig 10 and Table 5)..»..............� 24°in.A o c. Wall Story Onset .........._............. •........... .............I(F95 7&8)..........................................._ft s d ILi l� 4.2 EXTERIOR WALL.Sa Wood studs J Loadbearing wafts .............�............ (Table�..�.........�._.. .......2x - ft in- Non-Loadbearing wails. ... ........ ...................................................(Table 5)...............-.--------....2� Gable End Wall Bracing' Full Height Endwail Studs...........................................(Fl910)....__�.... ,2/7LS,.S..._ . . .�.......... WSp Attic Floor Lstrgtrt..................................:....__._...(Frg 11)........................__...:�� ...... ft aWp .Gypsu mg Length(if ...................(Fig 11)..--------------- � is z 0.9w m Coil' Le WSP Hoff ...._................ .and 2 x 4 Continuous Lateral Brace @ 6 ft.ma..(Fig 11)...............................................-.......•--- or 1 x 3 ceftg furrh-9 stipS Q 16°spacing min.with 2 x 4 blocking @ 4 it.spacing in end joist or truss bays Double Top Plate 4- SpliceLength ............._......................._-----......� (Fig 13 and Table�...._..............._........._. _ft � splice Carmection(no.of 16d Common naas).............(Table�........_-..........---.......... ........ - 03/24/2009 07:58 15086970132 HOMEKORE PAGE 03/03 AWC Guide'to Wood Construction in High Wind Arms:11 0 mph Wind Zone Massachusetts Checklist for Compliable(790 chi 530I.M.1)' Loadbearing Wall Connections 2 �' Lateral(no.of 16d common nails)................_..............(Tables 7).-..........._.._.-_-.....-...-................. Nor.-Loadbeartng Wall CoMte 2 Lateral(no.of 16d common nails)......._.......-....��W (Table 8)........_,.. _._.__.....:..................... v Load Bearing Wag Openings(record largest opening but check all openings for comptian"Table 9) HeaderSpans .....................---..----_--_------------ Sill Plate Spars ......... . ...............................(Table 9)......... ........_.....-....-Qft - in.&11' Full Height Studs(no.of ---_ -................................._.--� � Non-Load Bearing Wag Openings(record largest opening but check all openings son compliance to Table 9 HeaderSpar>$............................... . ........................('fable 9)..__...._.....W....--•--.....�,ft_in.s 12' Sill Plate Spans.... ..................-.................................(Table 9)..........................-... _�ft�in. Full Height Studs(fio.of studs).........................._r...-(Table 9)................................................... Exterior Wag Sheathing to Resist UPW and Shear • Minimum-Building Dimension,W Nominal Height of Tallest OpenW ------.... _------..........._._-�----•-•- --....:-��....�-�5 6'8' Sheathing Type..........................-.................(note 4)...._................................. jlis-- OSt� _rG Edge Nag Spacing........................................(Table 10 or note 4 if less).....__................. in_ ti Field Nail Spacing..........................................(Table-10)............. - -•-_L�• J� Shear Connection(no.of 16d common ras)(Table 10) . Percent Fug-t-lda tSi>eathing... •--- .(Table 10)- ..... .................................2 % „u.►., 5%Additional Sheathing for Wail with Opening>6'8'(Design Concepts)................--•. Maximum Building Dimension,L Nominal Neight of Tallest OOening�..---.--.........:......:....................I.........................�5 6V Sheathing Type....-----............. ......... (note 4)............................. ...... �.��1� �_ Edge Neil Spacing............. ...... -(Table 11 or note 4 if less)........ (_..... �_ _ Field Nail Spacing..........-----•-----._.......-.-(Table 11)_... ...._................_---...._.---�In.. Shear Connection(no.of 16d common nails)(Table 11)........ ........ JL Percent Fr&Height sing _...................(Table 11).----------- ..2- ............ _..... % _V 596 Additional Sheatlhirt(1 lot Wall wr$r Opening>68° n Concepts).................». N Wag Cladding Rated for Wmd Speed?............................................ -........... ......................................I...................... .. 6.1 ROOFS Pt-- rA-L/5 s Roof framing member spans dm*ed?_......................(For Rafters use AM Span Tool,see BBRS Mlebsite) Roof Overhang .._-...- ,.-............. .....................(Figure 19) ............_ft s smager of 2'or 1A Truss or Ratter Connections at Loadbonrmg Walls Proprietary Connectors UpGR......................-- ..............(Table 12)....................:.....................U= P f Lateral............................. . . ....(Table 12).................-....................... . .L= plf Shear.._..-.-------.._......................(Table 12)................ --. ---_- Moo Strap Connections,if collar ties not used per pdae 21...(Table 13).............-................Tr pff Gable Rabe Outlooker..........................................(Figure 20)............. ft s smaller of 2'of Ill Truss or Rafter Connections at Non-Loadbearing Waits i'ropemtary Connectors Uprd.....................................-.........(Table 14)............................................U-- lb- Lateral(no.of'18d common nails)...(Table 14)...................... Roof Sheathing Typo...........-............. -.............-_.--(Per 780 CM Clam tam_%and Roof Sheathing Thidmess..............----------------------------------.............- ---..-............J n.a 7i1f3'WSP ✓ Roof Sheathing Fastening...............-..-...:......_....:..-(Table 2)........._.--.................... .�._..............__ Nate*: 1. This checklist shag be met in its entirft exdudmg the specific exception rated in 2,10 comply with the requirements of 780 CMR 53012-1.1 item 1.If the d ckbt Is met in its entirety then the fogowing metal straps and hold dowers are not requtred per the WFCM 110 mph Guido: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 Q Uplift Sh-aln per Figure 14 d. AD Shales per Figure 17 e. Comer Stud Hold Downs per Figure-18a and Figure 18b Z Emeption:Opening freights of up to 8 fL sW be permitted when 6%ie added to the percont fulLhoW shws► M9 regUirements shown in tables 10 and 11- I The bottom sill plate in exterior wags shag be a minimum 2 in.nominal ftW ess pressure treated 42-grade. ply IZ1111A �A TOWN OF BARNSTABLE Building Department - Foundation Permit Date 12h3 /08 Permit # A00806263 Name LJ1-LLLA`M ?) ROP4Y Location `fa POWErZS 0'(� CEng-rERVT�I..E O Insp. of Bldgs. M!Tek° POWER TO PERFORM." MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: 0810043 Homekore The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by HardPine,Inc.. Pages or sheets covered by this seal: I14847016 thru I14847017 My license renewal date for the state of Massachusetts is June 30,2010. u XUEGANG LU STRUCTURAL N0. 43283 °a gFOrSlfcREO p i F�a� December 4,2008 Liu, e ang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. ob Truss Truss Type City Ply Homekore 114847016 0810043 C01 ATTIC 12 1 Job Reference o tional HardPine Inc.,Fall River,MA 02720 7.110 s Nov 19 2008 MiTek Industries,Inc. Thu Dec 04 10:57:08 2008 Page 1 rt-0-0 3-8-3 6-10-4 9-10-8 12-0-0 14-1-8 i' 17-1-12 1 20-3-13 24-0-0 '�- 1-0-0 3-8-3 3-2-1 3-0-4 2-1-8 2-1-8 _ 3-0-4 3-2-1 3-8-3 1-0-0 ` 5x6= Scale=1:53.7 7 8.00 Fi2 2.5x6= 2.5x6 6 -- 8 - g. 26 11 17 2x5 11 5x9�i 5 1 F 9 - 5x9 4 - - 10 1x4 Q 1 x4 3 11- 12 e 2 13T�! �1 o o 4x8 16 t5 14- 4x8 5x5= 5x10= 5x5— 6-10-4 - 17-1-12' i _ 20-3-13- _ 24-0-0 3-13 3-2-1 10-3-8 3-2-1 3-8-3 Plate Offsets(X Y)' f2 0-2-12 0-2-0) f5:0-2-8 0-0-121 f6:0-3-0 0-1-0) f7:0-3-0,0-1-81,f8:0-3-0,0-1-01,f9:0-2-8 0-0-12) [12:0-2-12,0-2-0],f14:0-2-8,0-2-121,f16:0-2-8,0-2-121 LOADING(psf) SPACING 2-M CSI_ DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TG 0.81 Vert(LL) -0.50 14-16 >573 240 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 5C 0.69 Vert(TL) -0.69 14-16 >412 180 TCDL 10.0 Rep Stress Incr YES WB 0.55 Horc(TL) 0.04 12 n/a n/a BCLL 0.0 Code IRC2003/TP12002 (Matrix) Attic room -0.32 14-16 381 360 Weight:125 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc pur ins. BOT CHORD 2 X 6 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SPF Stud JOINTS 1 Brace at Jt(s):17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1740/0-2-6(input: 0-3-8),12=1740/0-2-6(input: 0-3-8) Max Horz 2=382(LC 6) Max Uplift2=-428(LC 7),12=-428(LC 8) Max Grav2=1866(LC 2),12=1866(LC 3) - FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2807/493,3-4=-2420/437,4-5=-2285/444,5-6=-1726/459,6-7=-62/566,7-8=-62/566, 8-9=-1726/459,9-10=-2285/443,10-11=-2420/436,11-12=-2807/495 BOT CHORD 2-16=-465/2244,15-16=-174/1765,14-15=-174/1765,12-14=-302/2244 WEBS 6-17=-2392/565,8-17=-2392/565,5-16=-38/981,9-14=-39/981,3-16=-789/356, 11-14=-789/359 NOTES 1)Wind:ASCE 7-02;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit � 19 OF}yagSS�C between the bottom Chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-17,8-17 o k 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 oZa r`ra� 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 12. u XUEGANG 10)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced LU a standard ANSI/TPI 1. STRUCTURAL 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 1Q- 4 2g3—. 12)Attic room checked for U360 deflection. f �09 4+F8r4T t� v_ a LOAD CASE(S) Standard /Of Al December4,2008 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. 1s Applicability of design poromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek® erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding „o,,.s,,,o,s,,,-a fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 I Symbols, Numbering System General Safety Notes PLATE LOCATION`AND ORIENTATION Center plate on joint unless x,y Failure to Follow Could Cause Property i offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) _Apply plates to both sides Of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. ^V, 2. Truss bracing must be designed by an engineer.For 0'/16 1 2 3 wide truss spacing,individual lateral braces themselves V\, TOP CHORDS may require bracing,or alternative T,I,or Eliminator bracing should be considered. C 1-2 C2-3 3. Never exceed the design loading shown and never WEBS C�v 4 stack materials on inadequately braced trusses. 5 �� 3 ��1 3 0 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate e . = designer,erection supervisor,property owner and plates 0-'hd'from outside CL �'° u U all other interested parties. edge of truss. IL g O C7-8 C6-7 C5-6 0 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. •Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless-expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT P 10.Camber is anon-structural consideration and is the 4 x 4 NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. ®® 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. Mffeu% and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with `r Guide.to Good Practice for Handling, POWER To PERFORM.' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10-'08 1 Job Truss Truss Type aty Ply Homekore 11484701 0810043 GE01 GABLE 2 1 V Job Reference(optional) HardPine Inc.,Fall River,MA 02720 7.110 s Nov 192008 MTek Industries,Inc. Tho.Dec 04 10:57:10 2008 Pagel rt-0-0 6-10-4 12-0-0 _I 17-1-12 24-M 25-0-q 6-10-4 5-1-12 5-1-12 _ 6-10-4 1-00 - 4x4= Scale=1,54.4 9 8.00 12 - 8 10 f 7 11 - 3x6�i 12 3x6 Q 6 13 5 4 14 3 - 15 1 - �J 1 2 0 0 44= 28 27 26 25 24 , 23 22 21 20 _ 19 18 4x4= 5x6 6.10-4 17-1-12. 24-0-0 ^ ' 6-10-4 10-3-8 _ 6-10-4 - - Plate Offsets(X Y): f2'0-0-2 0-1-51 f16:0-0-2 0-1-5j f23:0-3 0 0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL . 30.0 Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 16 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.06 Vert(TL) -0.00 16 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 16 n/a n/a BCLL 0.0 Code IRC2003/TPI2002 (Matrix) Weight:118lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF Stud'Except' WEBS 1 Row at midpt 9-23 9-23,8-24,10-22:2 X 4 SPF No.2 ` with 2 X 4 SPF Stud with 2-1 Od(0.131"x3")nails and cross brace f �\� spacing of 20-M oc. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 24-M. (lb)- Max Horz 2=-389(LC 5) a Max Uplift All uplift 100 lb or less at joint(s)16 except 2=-145(LC 5),24=-117(LC 7), 25=-138(LC 7),26=-130(LC 7),27=-135(LC 7),28=-148(LC 7),22=-113(LC 8), 21=-139(LC 8),20=-130(LC 8),19=-135(LC 8),18=-142(LC 8) Max Grav All reactions 250 lb or less at joint(s)28,18 except 2=262(LC 2),16=262(LC 3),23=263(LC 8),24=348(LC 2),25=344(LC 2),26=300(LC 2),27=257(LC 2), 22=348(LC 3),21=344(LC 3),20=300(LC 3),19=257(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-358/252,3-4=-266/225,7-8=-82/265,8-9=-88/321,9-10=-88/309 BOT CHORD 2-28=-68/251,27-28=-68/251,26-27=-68/251,25-26=-08/251,24-25=-68/251, ' 23-24=-68/251,22-23=-08/251,21-22=-68/251,20-21=-68/251,19-20=-68/251, 18-19=-08/251,16-18=-68/251 NOTES 1)Wind:ASCE 7-02;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MW FRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 ��ZYN ASS 2)Truss designed for wind loads in the plane of the truss only.- For studs exposed to wind(normal to the face),see Standard Industry Gable 4 y End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. 3)TCLL:ASCE 7-02;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 �a XUEGANG A -4)Unbalanced snow loads have been considered for this design. (_U 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs STR Jt i pAE non-concurrent with other live loads. , . 6)All plates are 2x4 MT20 unless otherwise indicated. NO. 4' 283 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-M oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \IAL 10)*This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit' between the bottom chord and any other members,with BCDL=10.Opsf. December 4,2008 Continued on page 2 ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.® Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. ' - Chesterfield,MO 63017 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property on joint unless x,y Center plate . offsets are indicated. . 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. see BCSI. 2:. Truss bracing must be designed by an engineer.For /16 1' 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator C1-2 C2-3 t - bracing should be considered. "�• ` 3. Never exceed the design loading shown and never o WXZca4 o � o O �`� 33 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U ab = designer,erection supervisor,property owner and plates 0-1r,b'from outside rL 41 u U all other interested parties. edge of truss. ° g ~ C7-8 C6-7 C5-6 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 Software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the 4 x 4 NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION , [CC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. ®® 17.Install and load vertically unless indicated otherwise. LN18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Sid ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words 'r Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone Mffeko is not sufficient. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10-'08 Symbols _ Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides Of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator bracing should be considered. C 1-2 C2-3 3. Never exceed the design loading shown and never . WEBS �a4 4 stack materials on inadequately braced trusses. O � 30 4. Provide copies of this truss design to the building a" = designer,erection supervisor,property owner and For 4 x 2 orientation,locate U plates 0-1/,6'from outside � y' u U all other interested parties. ed e of truss. C g O� c�-s C6-7 cs-e O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each d This symbol indicates the 8 7 b 5 joint and embed fully.Knots and wane at joint required direction of slots irl locations are regulated by ANSI/TPI 1. Connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 software Or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 9. 'Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the 4 X A NUMBERS/LETTERS. `t' width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: _v :12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243,9604B, -; specified. m by text in the bracing section of the 95-43,96-31,9667A "" , 13.Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING _ — 15.Connections not shown are the responsibility of others. Indicates location where bearings -16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. CC=11!=11� 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. MMSK ® and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.,* ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10-'08 Fob Truss Truss Type Qty Ply Homekore 1 11484701 043 GE01 GABLE 2 1 Job Reference(optional) v HardPine Inc.,Fall River,MA 02720 7.110 s Nov 19 2008 MiTek Industries,Inc. Thu Dec 04 10:57:10 2008 Page 2 NOTES 11)One 42.5A Sinr lson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s)2,16,24,25,26,27,28,22,21,20,19,and 18. 12)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 14)Attic room checked for U360 deflection. LOAD CASE(S)Standard ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding , W—m r+es__. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCS11 Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 TOWN OF BARNSTABLE Barnstable bAd +A Uiti ABLE AN-AmencaCity ° BARMASS LE. ' OFFICE OF TOWN ATTORNEY MASS. �. t639• 367 MAIN STREET I 1-1 29 . �" ! _ � ' �E06 HYANNIS, MASSACHUSETTS 02601 39071 � i , ROBERT D. SMITH,Town Attorney ry---------robert;smith@town�arnstabTma.us 2007 T. DAVID HOUGHTON, 1 st Assistant Town Attorney david'hougl t6"ri@town.barnstable.ma.us CHARLES S. McLAUGHLIN,JR.,Assistant Town Attorney charles.mclaughlin@town.barnstable.ma.us CLAIRE R. GRIFFEN, Paralegal/Legal Assistant TEL. 508-862-4620 PAMELA D. GORDON, Legal Clerk October 26, 2007 FAX. 508-862-4724 #2006-0074 John R. Maciolek, Esq. Attorney at Law 250 Commercial Street, Suite 210 Worcester, MA 01608 Re: Land Court, #06 Misc 325766; Maciolek v. Barnstable, et al Our File Ref: #2006-0074 Dear John: Enclosed is the executed page 6 ("Municipal Zoning Certificate") of the Chapter 91 Waterways License Application in the above matter which was forwarded to this office for signature by the Town of Barnstable's Building Commissioner, Thomas Perry.. 1 Would you kindly send a copy to us of your transmittal letter to the Land Court together b ®0 with a copy of its enclosures in order that we may close our file on this matter. 1. With thanks and with kindest regards, Sincerely yours, CSM:cg Charles S. McLaughlin Enc. _YThomas Perry,Building Commissioner cc: John C. Klimm, Town Manager [2006-00074\maciolekltr-1] =yM`. Massachusetts Department of Environmental.Protection Bureau of Resource Protection - Waterways Regulation Program Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent, Amendment G. Municipal Zoning Certificate John R. Maciolek-and Damian Dupuy Name of Applicant Powers Drive _ __ Bumps River _ Centerville Project street address Waterway City/Town Description of use or change in use: Proposed timber Dock To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official ature unicipal Official Title City[Town CH91App doc•Rev.6/06 Page 6 of 13 john��.`R. /Iaaolek ATTORNEY AT LAW ' 250 Commercial Street • Suite;210• Worcester,MA 01608 508 7554460 • Fak 508.7.55.4459 Email y oie @venzon net September 6, 2007 Charles McLaughlin Office of the Town Attorney 367 Main Street Hyannis, MA 02601-3907 Re: Maciolek v. Barnstable, et. al. Dear Charlie: Enclosed is the original, signed and notarized correspondence from the Dupuys. that you and I discussed last week. Also.enclosed is an additional copy of the Municipal Zoning Certificate. . As we discussed, please have the appropriate Municipal Official sign the certificate and return it to me in the self-addressed, stamped envelop. Once I receive it, ` we can notify the Court that the case has been resolved and file the appropriate paper work. Call with any questions. Thank you for your professional and cordial manner in working on this matt ry T' ly Y ur , J R. Maciolek, Esq. SEP 1 0 2Uu7EY 3 AN'._ `i!13!E JOHN & ELIZABETH MACIOLEK 5 Banfill Road ' �' '°'°i- 8"'RNST.ABLE Southboro, MA. 0�_[772 March 6, 2006 Tom Perry Building Services Div. Town of Barnstable 200 Main Street Hyannis, MA. 02601 Dear Mr. Perry: I am writing to request that you sign the enclosed Municipal Zoning Certificate which is necessary for a Chapter 91 permit application. You should sign this document, because the proposed dock does not violate any provision of the Town of Barnstable's zoning by-law. First, let me introduce myself. I own the property at 42 Powers Drive Centerville, Massachusetts. Some of my neighbors and I propose to construct a dock at the end of Powers Drive. The neighbors who are C proposing this project include Damian and Kathy Dupuy, 35 Powers Drive; Peter and Paula Sullivan, 34 Powers Drive; and William Nelson, c 871 Bumps River Road; Florence Vicario, 15 Powers Drive; and Helena Power, 60 Powers Drive. The purpose of the dock will be to provide acc ss to the Skunknet River, sometimes referred to as the Bumps River. I acquired my land from Helena Power and included in my purchase was an easement of way from Bumps River Road to the Bumps River. I am enclosing a copy of my deed and the plan referenced therein. As you can see, the deed and the plan indicate that my wife and I have an easement that provides access from Bumps River Road to the Bumps River. Similary, the Dupuys and the Sullivans and the rest of my neighbors have an easement to use the area known as Powers Drive to gain access to their property and to the Bumps River. The easement that all of us own provides the broadest possible rights.to use Powers Drive. We have the right to use the easement for all reasonable uses that are necessary for the full enjoyment of the easement. See for example Hodgkins v. Bianchini, 323 Mass. 169; 80 NE 2nd 464 (1948). Tom Perry - 2 - March 2, 2006 The right to use Powers Drive includes every right necessary for the proper use and enjoyment of the easement. See Mt. Holyoke Real Corp. v. Holyoke Realty Corp., 298 Mass. 513; 11 NE 2nd 429 (1937). The proper use of the easement includes access to both Bumps River Road and access to the Bumps River. The plan recorded at the Registry of Deeds shows Powers Drive extending to the River. The purpose of this section of Powers Drive and our easement is to provide me, and my neighbors, with reasonable access to the Bumps River. Currently, we do not have reasonable access to the Bumps River. We need to construct a dock that will enable us to gain access to the Bumps River with our canoes, kayaks ' and other water craft. Our right to use the easement .for access to the Bumps River also includes our right to maintain and improve the easement. See again Hodgkins v. Bianchini. See also Guillet v. Livernois, 297 Mass. 337; 8 NE 2nd 921 (1937), wherein the court noted that an easement holder has "the right to make (the) Street passable and useable for its entire width . . . This follows from the.general principle that when an easement or other property right is created, every right necessary for its enjoyment is included by implication." In that case, the court concluded that an easement holder had the right to improve the grade of the easement, remove a retaining wall and, essentially, use the easement for its intended purpose, namely access to his land. In our situation, we propose to construct a dock that will enable us to use Powers Drive for its intended purpose and to its full enjoyment; namely, access to the Bumps River. The construction of our dock will not interfere with any property interests of abutters or with anyone having the right to use Powers Drive. The proposed dock is nothing more than an improvement that is "reasonably necessary to the proper use and full enjoyment of the easement". See again Mt. Holyoke Realty Corp. v. Holyoke Realty Corp. I realize that you have previously reviewed this request and denied it. In light of the foregoing analysis, I request that you reconsider your decision. I understand from documents on file with the Zoning Board of Appeals, that you determined that the certificate should not be signed because "the waterway license is for a structure that is not on the same lot (as the principal use it serves)". This reason invokes the section of the zoning by-law that addresses accessory uses, namely Section 240- 44. I respectfully disagree with this reasoning. Tom Perry -3- March 2, 2006 The proposed dock is not an accessory use. It is nothing more than a use of Powers Drive consistent with the rights of the owners of the easement across Powers Drive. Accessory uses are incidental, customary, and subordinate to primary uses. The court has defined incidental as meaning "the use must not be the primary use of the property but rather one which is subordinate and minor in significance". Harvard v. Maxant. Our use of Powers Drive to gain access to our houses is not incidental. It is critical. It is not subordinate. It is paramount. The use of our land for a residential purpose depends on our access across Powers Drive. Indeed, a dependent use is not a subordinate use. The proposed dock is nothing more than an improvement to Powers Drive consistent with its purpose and, therefore, not an accessory use. Additionally, I would also like to point out that the Town of Barnstable's Conservation Commission Regulations provide a definition of a private pier and dock. "Private Pier is a water dependent structure accessory to a residential use but shall also include Yacht Club, Association and Community Piers and any other non-commercial, non-governmental pier". This definition contemplates that private piers are sometimes properly considered accessory uses to a primary residential use, but there are also times when private piers are properly considered something else indeed. In our situation, the pier and/or dock that we are proposing is more like a community pier than anything else. The application of this definition supports the conclusion that our proposed dock is not an accessory use. In conclusion, I would appreciate it if you would consider this request with an open mind. I am sure that you will. If you have any questions about this request or analysis, pleas do not hesitate to contact me. Thank you for your consideration. Ve truly , J R. Maciolek JRM:jt Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Dorn and F9izareth rac oiek, Lein aT-o cady DY-Ly, Fietex and Paula a llivan, William DbLsan, Florenoe Vicario and Ielena fix. Name of Applicant Rawers Drive Skiinknett R; T r Centerville Project street address Waterway City/Town g Description of use or change in use: Proposed dock- -see attached Plan. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town CH91App.doc•Rev.10/02 Page 6 of 17 U'2/11;2UU 14:48 _ bU84283115 SULLIVAN ENG INC PACE 11 NOTES; Ku SOUNDINGS SHOWN ARE TO HARD BOTTOM AND ARE BASED ON MLW DATUM, SOFT FLUIOMUD EXISTS RANGING IN DEPTH FROM ZERO AT ML-W TO 2.5 FEET AT THE MIDDLE OF THE RIVER. p0• FOR PROPOSED PIER SEE SES-431T. p t o 4 /��` LOCUS PLAN a� -r SCALE�I �0 v Q Rp `�+ QQQ �av % alp �rL.rr �fM ZONE, EXISTING A,P� TRAIL ` �Fq��F �.� PROPOSE PLAN VIEW TIMNER STAIRS —10 SCALE: I"= 20 0 10 20 40ft. 1� _ �-.�%"�i�-•-..�,.- "c�:"ggam �~ �Jc �,�� f 3 IENTS lad �' `� •!y • ��. t� :6 ■24' k Y�PIER r A /BUMPS R/V£R 1 ` fL 000 BB8` 1 � / SHEET i of 2 PLAN ACCOMPANYING PETITION OF DAMIAN DUPUY 35 POWERS DRIVE CENTERVI,,ppLLE , MASS. NN FORCONSTRUCTION BER IERIINNSUMPBRAIV RO SULLIVAN ENGINEERING INC. OSTERVI I LE ,MASS. NOVEMBER 17, 2004 02/17/2006 14: 48 5084283115 SULLIVAH ENG INC PAGE 12 ,. ' MKVHV`JtU STAIgS 28'-0" TOTAL 4'-O" 3 BENTS Col 6'-0" ADD I STEP DOWN I F 2"Y�"HANDRAIL FIELD CONDITIONS DICTATE ONE SIDE ONLY ELEV. a0 NTL 15 3'M!N. MHW P.S • SALT MARSH `' TOP OF SI LT BOACCETHSSI`DES°Ea LADDER SECTION A-A 12.5' FROM M W SCALE' I "= 5' LAND UNDER WATER 0 5 IOft. 3' 1 2.'x4" HANDRAIL O 2"It 6°DECKI NO,1/2" 1 SPACING M IN. in FIBERGLASS ORATING, TO DE INSTALLED OVER SALT MARSH. G or4tt= 4"■41' 1 SALT POSTS 7n tJi MARSH SECTION 8-6 SCALE: I'l 4' 0 2 4 aft. O SHEET 2 of 2 DUPUY CENTERVILL£,MASS. lAo SULLIVAN ENGINEERING INC. OSTERVILLE MASS. NOVEMUR If,2004 L: Bk 18150 p° 325 0-5166 01-23-2004 a 11 � 1!emu DEED I, Helena M. Power o Of Centerville, Massachusetts In consideration of Three Hundred Twelve 'Thousand Five Hundred Dollars Grant to John R. Maciolek and Elizabeth I. Maciolek, Husband and Wife as Tenants by the Entirety, (3 c.�;�, r 1 (,cine, '56d�k�o,aA),, 1�4- Df Southborough, Massachusetts With quitclaim covenants the land situated at 42 Powers Drive, Centerville, Massachusetts bounded and described as follows: Beginning at a point on the easterly side of Powers Drive; Whence southeasterly forty-five and twenty-sevenths hundreds (45.27) feet; Thence northeasterly four hundred thirty-seven and seventy-six hundreds (437.76) feet; Thence southerly four hundred fifty-four and fifty-two hundreds (454.52) feet; Thence westerly two hundred forty-nine and eighty-six hundreds (249.86) feet; Thence northerly along the radius of Powers Drive one hundred thirty-four and fifty-eight hundreds (134.58) feet to the Place of beginning. Meaning and intending to convey Parcel 1 as shown on a plan entitled "Subdivision Plan band in Centerville, Massachusetts, belonging to Helena M. Power" dated January 19, 1977 drawn by Nelson Bearse, Richard Law-Surveyors and recorded in the Barnstable County registry of Deeds in Plan Book 310, Plan 68. Containing an area of about 1.65 acres. ila,�f �,Li c;.lLd UT L'a {L '1�a' 4 44duu VV�l oa J .: W CK 1Z c�io 1-Z Ld w _ i c[ G y —, C3 C) f The Grantor hereby reserves unto herself, her heirs, successors and assigns, a driveway easement to cross said Lot 1 solely for the purpose of access to one single-family house located at 60 Powers Drive. Said driveway to be improved with and maintained with only gravel or loose stone. The location of said easement is as shown on the aforementioned plan recorded at the Barnstable County Registry of Deeds in Plan Book 310, Plan 68. There is conveyed as appurtenant to said Lot 1 an easement of way in the forty foot way as shown on said plan leading to and from Bumps River Road to the Bumps River and known as Powers Drive. Executed as a sealed instrument this Z3/>� day of ZW a , 2004 Helena M. Power COMMONWEALTH OF MASS ACHUSETTS Barnstable, ss: )..3 , 2004 Then personally appeared the above named Helena M. Power who signed the foregoing instrument declaring it to be her free act and deed, before me. Notary Public I (}N cy j IV My commission expires: /014 q RARRSTABLE REGISTRY OF DEEDS I � KEY MAP p3�', FOUND SGEO.CWIRT NYANNI$ o N 6�2a ►9 00, • t.g.fouNo � 1�5 O o D -f.6.f017ND �> Ac. �Q /\ ," v"3�,j:-+'^1 'j '�„- ";S.A..�*S.+T'."' a-+.'^• f 3�`.43 i'iA 1:• .'�4 k _ \ 'a# #4:.,4Y.1 y, y:m r :.n }. V G 1 40'. \ t� 4RC•ISS6 i R=ZO.0 �. A`�.00 •� W ; 2 7OtAc. - tEaYvnl MAv°167 Lor18 Zone RD-1M"Am IN commony on"It 1 mt►n nun nla�ra�1 � .\\\... , r - RULES IIMO"iEOW11M OF 1 "COUMNINIMTR OF WAMMMM ca. '- SUMVI51ON PLAN i aOy . LAt4o IN a CEn,TeaviLLE.M^ss. . '. �plE +: ' BlLone0iNOTb 5 HELENA M. POWER sollwaIoII cm!AblLAW. $GILQIIN■dQrL .1Aav,l9.1977 . I&M CIF f AW SCALE Or F GT M LM8EARSC-RIOUQvIAW-5j vEroas. _ re a7ZO I °Ft► T�,,, Town of Barnstable Regulatory Services s r �+ BMWSfABLE r „ASS. Thomas F.Geiler,Director �A 039. ♦0 6. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 13,2006 John R. &Elizabeth Maciolek 5 Banfill Lane Southborough,MA 01772 Dear Mr. &Mrs: Maciolek a Recently at the end of Powers Drive a stairway was installed which did not have the benefit of proper permitting. The permitting for this was a subject that was recently before the June 7, 2006, meeting of the Zoning Board of Appeals, at which time the Board upheld my decision not to issue the necessary permits. Since my actions have been upheld the stairway must be removed. This office has no idea who installed the stairs. Therefore we are notifying all abutters listed with the Zoning Board of Appeals. This corrective action must be accomplished by July 3, 2006. If this structure is not removed by then,this office will take the necessary steps to have it removed and seek monetary compensation from the individual owners listed with the Zoning Board of Appeals. This office looks forward to your anticipated cooperation. Sincerely Thomas Perry, CBO Building Commissioner 5 TOWN OF BARNSTABLE ZONING BOARD OF APPEALS MEMORANDUM APPEAL NO: 2005—77 &78 HEARING DATE: September 14, 2005 PETITIONER: Damian Dupuy, Representative of The Powers Drive Association REPRESENTATIVE: Matthew J. Dupuy, Ardito, Sweeney, Stusse, Robertson & Dupuy 25 Mid Tech Drive, Suite C, W. Yarmouth, MA 02673 OWNERS: 15 Powers Drive, Centerville, MA Map 167 Parcel 023 35 Powers Drive, Centerville, MA Map 167 Parcel 022 61 Powers Drive, Centerville, MA Map 167 Parcel 021 60 Powers Drive, Centerville, MA Map 167 Parcel 018 ,42-Powers-Drive;Centerville;MA Map 7_P_arcel-0.38 34 Powers Drive, Centerville, MA Map 167 Parcel 033 871 Bumps River Road, Centerville, MA Map 167 Parcel 032 PROPERTY: End of Powers Drive (Private 40 feet wide) Centerville, MA—Tidal Area of Skunknet River/Bumps River shown on Assessors Map 167. A. PLANS SUBMITTED WITH APPLICATION: 1. Site Plan,of Land in Barnstable (Centerville)MA Prepared for the Petitioner by Sullivan Engineering, P.O. Box 659, Osterville, MA&CapeSurv, 7 Parker Road, Osterville, MA 02655, one page. B. RELIEF REQUESTED: 1. Overturn the decision of the Building Inspector. 2. The Petitioner seeks by Special Permit pursuant to Zoning By-Law, Sections 240-44.A, to construct a dock, pier and walkway which will serve seven (7) Principal Lots on the private road right of way. C. FACTS& PROCEDURES: In the Appeals before the Board, the applicants are seeking to construct a community dock at the end of a private road right of way. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 167 038 GEOBASE ID 9319 ADDRESS 42 POWERS DRIVE PHONE CENTERVILLE ZIP - I i LOT 1 BLOCK LOT SIZE. DBA DEVELOPMENT DISTRICT CO RETT TYPE BC 85 �f�E§IPTION CggWOR TMOCU ANCY � I CONTRACTORS: Department-of ARCHITECTS: llleIIt Of Regulatory Services TOTAL FEES: $25.00 BOND $.00 j CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 ,PRIVATE * BARN rnBLE, MAM 1639. RFD MP'�A a BU D1. G �IVISION B DATE ISSUED 08/17/2005 EXPIRATION DATE`/ X, tea.. �� ;`3NSTABI,E C g 2.0 5 R PERMIT EXTENSI+CJ iD �iEXPIRES 1/21/5 - n PARCEL �� 87 038 �M,:,..E ,ID •9319 ADDRESS., 42. POWERS DR.[VE PHONE CENTERVILLE .. ^' "1"u, f. LOT 1 BLOCK LOT SIZE DBA .t DEVELOPMENT DISTRICT CO PERMIT 74235 _ DESCRIPTION, SIN FAM/4 BDRM PERMIT TYPE BUILD TITLE .NEW RESIDENTIAL, BLDG PMT N CONTRACTORS: PROPERTY OWNER ARCHITECTS: PERMIT EXTENSION GRANTED Department of a . TOTAL FEES: $1., 129 88 Reg ul tory Services BOND $.00 CONSTRUCTION COSTS $320,928.00 1.01 _.SINGLE FAM HOME DETACHED * BAMSTABLE, MASS. i639. RFD MA'S A BUILD__ING, WVISION) BY JI J DATE ISSUEb, ;,0i/2.1/2004 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 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 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 ''d3cy� aK i• IO• �A 1 �,t��;�jM-��.�y f> �; � �� 1 � � - � a� �� - F, h 3- 30to folGtt �v , 212 �'�/ r • ; � � Gam.3 1 HEATIN NSPECTION APPROVALS ENGINEERING DEPARTMENT I - i 2 �p BARD 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 VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THEY PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. L 1 - } 1 , BUILDING H M I �T� , P f {y 1 TOWN OF BARNSTABLE EXTENSION GRANTED EXPIRES 1/21/05 & REVISED : PARCEL ID 167 038 GEOBASE ID 9319 ADDRESS 42 POWERS DRIVE _r� CENTERVILLE ZIP — LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 74235 DESCRIPTION SINGLE FAM.-5 BEDROOM —NEW PLANS ADDED BEDR, PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT , CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $1,521.88 BOND � CONSTRUCTION COSTS $320,928.00. tNE 101 SINGLE FAM HOME DETACHED— ��"':SED PLANS * snMMBLE, MAM f 0 s6;q. � Fp Mpl A BUILDING DIV SIO BY ..... I' DATE ISSUED 01/21/2004 EXPIRATION DATE TOWN OF BARNSTABLE 4 N1.1 EXTENSION GRANTED EXPIRES 1/21/05 & REVISED PLANS PARCEL-ID 167t038 GEOBASE ID 9319 ADDRESS -;/-,-,,42 POWERS DRIVE `CENTERVILLE p LOT 1 BLOCK LOT SIZE DBA: DEVELOPMENT DISTRICT GO PERMITf 74235 DESCRIPTION SINGLE FAM.-5 BEDROOM -NEW PLANS ADDEDIBEDRi PERMIT 'TYPE BUILD , TITLE NEW RESIDENTIAL BLDG PMT CbNTRACTOR6; PROPERTY OWNER 7- 0 "ARCHITECT� PERMIT EXTENSION GRANTED Departmetift & RegulAtc(ty Services TOTAL FEES: $1,521.88 BOND $.00 pf C0NSTRQQTIQN__C0STS $320,928.00 101 SINGLE FAM HOME DETACHED BARNErrAB MASS. BUILDING DIVISION By '14�l DATE ISSUED 01/21/2004 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 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 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 it I 2 2 2 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 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 VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map _ '--Parcel1 -37 Permit# Health Division / 2003 --607Date Issued ��U Conservation Division i L o �-- \vs Application Fee Tax Collector r �� P�P• Permit Fee g 100 �evOJ T Treasurer SEPTIC SYSTEM MUST BE Planning Dept. aye' INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board �" �/V�` WITH TITLE 5 e'� ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis E"� TOWN R GULATIONS Project Street Address VillageL-pI l e-- nn 0 1 Owner �;�f r3 (�� Address �� 5�� Telephone I AL)f: t ERE C-el I , !�:Q Permit Request a r, Square feet: 1 st floor: existing proposed (. 2nd floor: existing proposed �� Total newlYa Zoning District Flood Plain Groundwater Overlay Project Valuation` Construction Type P3CC `V-\ Lot Size 1'r 6 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family r9' Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: & ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: S'Gas ❑Oil ❑Electric ❑Other Central Air: 146s O No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 1<0 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use ' BUILDER INFORMATION p o� Name Q Telephone Number Address a License# AA-- Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESU FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ` FOR OFFICIAL USE ONLY PERMIT NO. J DATE ISSUED ' MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION lU :, ' 9-Z 3-Z)4 J24t C . FRAME j. . . INSULATION �'_�i• "b z _ FIREPLACE ELECTRICAL:' ROUGH FINAL j PLUMBING: R0634n N ... FINAL GAS: ROUGH`S Z 0 FINAL FINAL BUILDING iJ i"c0e �'1'6� U i g"- I 'V , m 'KC . y � O -+ �+ - + mt� � f crro rn DATE CLOSED OUT - n ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (� T Parcel Permit# ( ,4 2-0 J, Health Division / ''�" Date Issued Conservation Division e , 0 �A1M -y �--& <�) Application Fee t� Tax Collector 1A \- AAPermit Feelin �� e Treasurer j SEPTIC SYSTEM MUST BE Planning Dept. *!STA=D IN COMPLANCE P d 5 V=TITLE 6 Date Definitive Plan Approved by Planning oard NMENT� ®DE A T'0WW`J REGW Historic-OKH Preservati /Hyannis Project Street Address Pal Village r l Owner /" l G v Address G :I f & l� Telephone �I _ �c/!� W� - S�� ce!/ Permit Request e �_C� 2 Square feet: 1 st floor: existing proposed 2nd fl r: existing proposed Total newt= Zoning District flood Plain Groundwater Overlay Project Valuation 00,00 Construction Type e Lot Size 1, 60 Grandfathered: ❑Yes ❑ o If yes, attach supporting documentation. Dwelling Type: Single Family f�' Two Family Cl Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No t Basement Type: ®kflull'l ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinishe rea(sq.ft) Number of Baths: Full: existing new Half:existin new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel:. f-Gas ❑Oil ❑ Electric : ❑Other Central Air: es ❑No Fireplaces: Existing New / g - C3' 1- i Existin wood/coal stove: ❑Yes o Detached garage: ❑existing ❑new size Pool:❑existing ❑new size Barn:Cl 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. -� 6-; BUILDER INFORMATION: F Name j j r L Telephone Number" - Address �� o� � License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE G FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r 'MAP/PARCEL NO. C 5 ' f ADDRESS VILLAGE OWNER `~' y. .' DATE OF INSPECTION: ` { r - t FOUNDATION'.' j FRAME 1 - �' INSULATION FIREPLACE a ELECTRICAL:'. ROUGH! FINAL t PLUMBING: . ' ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE,CLOSED OUT. . i._. ASSOCIATION PLAN NO. a 1 1 _ 1 y,f QMTERV�LCE J - e � 'eddy KEY MAP FOUND S.GED.CWIRT NYANNI$ a � n n• nO N 6J.Z A 19 P t.e.FOUND 0•� � �• q O \ 044� �� ' o. GAP a�� 5 � 5 `��• , Z� r o OO D � 'CA FOUND 19 }Ac. �v p v • .w � Imo{ ., R:cro.00 30 $ ' A`jp.op X. OtA r6WN MAP''167 L'rl8 ZOt4E: RD-I \ \V . I coil n m nM"It M r • \ nu FlIem IN COM[ORMIN on tq � � - AOI.[$ "It Kamm" IF M ' P.cs[[IB OF Im OF 1w - COM VWAL1N OF WlIOMIIl1A /Q �`� ca.[7w0 s \ DO 01. 5veavlsloN PLA" Gao y e! L A"v I r! r�Ea, CMP-4TERVILLE.MAss. k A HELENA M. POWER MMMI1l NOT NIMIM�s u1o1 � . 11f UNVIMIC101 001Nlel LAW. SCALE W-40R. Jm4, 9.1977 . I*"OF W~A u SCALE Or F CT - - wAA1�Na tlecsoN�ARSL RlaulmL�w SwtYEroas eµ+ f _ G72U .r i RESIDENTIAL 13 RIMING PERMIT FEES ' APPLICATION FEE New Buildings,Additions $5 .00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET a NEW I,IVIl�IG�SPACE x.0031—` squara feet x$96/sq.foot= �17 - plus from below(if applicable) .LTERATIONSMENOVATIONS OF EXISTING SPACE square feet x W/sq foot= x.0031= plus�from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf $35.00 ' >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: x,0031= Square feet x$961sq.foot= STAND ALONE PERMITS t = to _x$30.00 Open Porch (number) U x$30.00= Deck (number) x$25.00= Fireplace/Chimney (ntunber) Inground Swimming Pool j$60.00 $25.00 Above Ground Swimming Pool „ Relocationoving $I50.00 /M (plus above if applicable)_ Pexrnit Fe 6 • + t q. 1 I - na CM'R Appvvdcs 1 Table d31.1b(continued) prescriptive packages for Oar and Two-Family Residential Buildings Heated with F*u0 Fuelsprescriptive • MAX>;MUM Wall Floor Basemeni slab Houing/Cooling Glaring Glaring Ceiling wau peruncur Equipment Mcienc ' rm A '(y.) U-value' R-value' R-value' R-valuer R-va lue` R value' • Package 5701 to 6500 Hating Degm Days Normal 6 Q 12% 0.40 38 13 19 10 6 Normal R 12% 0M 30 i9 19 10 6 85 AFUE g 12% 0.50 38 13 19 10 NIA Normal T 15ye 0.36 38 13 ZS NIA 6 Normal U 13% 0.46 38 19 19 10 85 AFUE NIA V 159/4 0.44 38 13 25 N/A 6 15 AFUE W 11% 042 30 19 .19 10 rm N/A Noal EAA ' 18% 032 38 13 25 N/A Normal 19% 0.42 38 19 25 NIA NIA 13 19 10 6 90 AFUE 18y. 0.42 38 6 90 AFUE 18% 0.50 30 19 19 IO 1. ADDRESS OF PROPERTY: `I �ot.0 ems_ �.� 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: T�Q D 3. SQUARE FOOTAGE OF ALL GLAZING: SAS 4, %GLAZING AREA(93 DIVIDED BY#2): 5. SELECT PACKAGE(Q.-AA-see chart above): s NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: n YES: NO: q-forms-f980303a ' 780 CMR Appendix J Footnotes to Table J8.2.Ib: doors, skylights, and Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass basement windows if located in walls that enclose conditioned space,but excluding opaque doors) to the gross wall area, expressed as a percentage. Up to 1%.of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass maybe excluded from a building design with 300 if of glazing area. z After January 1, 1999, glazing 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 11.5.3a. U-values are for whole units: center-of--glass U-values cannot be used. 3 The ceiling.R-values do not assume a raised or oversized Truss construction. If the insulation achieves the full insulation•thickness over the exterior walls without 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). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall.For example, an R 19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R 6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. ' The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement d--scribed in Note b. ' ed slabs.Add an additional R-2 far heated slabs. The R-value requirements are for unheat ' If the building utilizes elettric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package,. 'For Heating Degree Day requirements of the closest city or town se&Table J5.2.la NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must` have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b.If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge, or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted 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 than or equal to the U-value requirement(0.35 for doors). Affidavit of Substantial Financial Interest 1, cbl h Q 4- ► H , on oath h �-c To l�r.(-c of_ �ylsl--�� -�x� depose and state as follows: 1. 1 am an applicant for a building permit for the p;,operty lo ated at Map , Parcel The address of the property is o 2. 1 have 00 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is t U , the following individuals or entities have had a 1% or greater legal or a uitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address �U / - 4. Within the last twelve months, from today's date, which is S U , 1 have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address. 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or quitable interest. 6. Within the last ten days, -I have submitted building permit applications for property in which I have a 1% or greater legal r equitable interest: 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable in rest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. �tl - Signed under the pains and penalties of perjury,,this �day of 200� 2001-00maffin Q/LOTTERY/AFFIDAVIT Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 Data filename:H:\Engin\_Projects\_Current\Maciolek 04-3198\EngCalcs\ENERGY\MACIOLEKCELLUL.OSE.cck PROJECT TITLE:MACIOLEK RESIDENCE CITY:Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYYPE: Other(Non-ElectricResistance),y__ _ WINDOW/WALL RATIO: 0.21 y DATE: 04/14/O5 DATE OF PLANS: 7/27/04 PROJECT NOTES: GBM 4/14/O5 COMPLIANCE:Passes Maximum UA=654 Your Home UA=509 22.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1789 37.0 0.0 50 Wall 1:Wood Frame, 16" o.c 2720 12.9 5.0 133 Window 1:Wood Frame,Double Pane with Low-E 420 0.350- 147 Door 1: Solid 60 0.350 21 Door 2: Glass 156 0.350 55 Basement Wall 1: Solid Concrete or Masonry 456 12.9 5.0 21 Wall height: 8.0'-"' F Depth below grade: 7.0' Insulation depth: 8.0' Floor 1: Slab-On-Grade:Unheated 89 10.0 61 Insulation depth: 6.0' Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 883 41.6 0.0 21 Boiler 1: Gas-Fired Steam,92 AFUE 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 Massachusetts Energy Code requirements in RES checkVersion 3.6 Release 1 (formerly MECchecl .and to comply with the mandatory requirements listed in the RES checkInspection Checklist. 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. -05 Builder/Designer ,�iL/� Date� p uw ;V cUUU iUL Uo-4,D n11 : rMA NU, h. Ut .I 12/2? ,aua 11.:01 5087520130 BERG Ah� I AIPSCN PAGE 04 UTINSIOx OF TIME MR P'BWRMANCE Date Tba time for She ptt nmgt of OW fwj5*1wwe nt to okunded UW PC�.Ut) O'clock ! M.on tlto grates time still being of the aeeonco of this dry of I - .�."► is hwvby rodtled and confbmed. �neat►tnrt stie e1CCanded. In nthor its 0 oea in multiple oounter�aatt.it intandiid to take effm as a wWad inrnwneM. SELL PA(or spovsa) SELLER .. BUYER BUYER j - 04/08/2005 14:10 5087520130 B Ic,':a AND LAIPSOH - PXH7 02 INSULATHM t a ECertificate of Insulation so Walpole Park 99etll poyg WIMPO1e,MA 02041 Trs�esye"a"that 911fra0aa rd, 1+ts.oma 4/4/2005 J160WetW the home loran's,>at: 42 Powers Dr. GlaieIville - MA Ea►cake iblb�via�lt.k.'mlroea. Wall Spttry R•�slue was', SO Ce"(0*0 Wa.U.Splay ineula wn 464 Ce11v1o8s Wail Spray Iawulation 3.j"R.13,3 1:.3 1G 144 Noned C,o1.1ulase Wal%9pvgy 3.3",TI'.en"a Wall R- 296 Ntftd Ce"WOU WQ1 Syn) 3.5",7VvmftjW13R�11.3 13.3 to 1392 Collule"Wa11 SYMy Bnaulatloa 33"R43.3 760 Cellulosz W9ll9psay Inaulataon 3.$"R 13.3 Aoeeea J j.3 2T K-Vg1UG sap I WW%tcd SWrW%y WWU and SMOS. R-V&lUQ Boom AtMt , 42 Nalvd Calluic)vp Iusula4ion 10"R-38 S _ 744 Nenad Voped A real 10"UW to cepaciey with 1 rWa V"t ilk 35.6 u { 8awant iR�V:,®lue Sage I.OSfi i�aemmeTi:Overhead .t6 o,c,F$ �1eea R•B9 1:9 O�rfuual AleaRv. 3$-Valve Bags 3 Doors Ss46d With Low Expatldits Foam 14 Window FfVW*Sealed With Low.Ilxi9mdijl$Foam 336 10 NsttcaB Sorutd.amnr:at;ola CoJli®g ' 0 as 51$oatufle Date 11 SY,Av�;l 6d,2900 ' i 09420/2004 08:40 5087520130 BERG AND LAIPSON PAGE 02 s.E-W-1 ?-2aoa 02: 13 Pm HABITAT POST & BEAM 1 413 665 4008 P. 0I/04 ray? •l Habitat Post and Beale lvlaeiolok Residence,Centcrville,MA. Load calculations 9117/04 Desip Loads : From Maps. State Building Code 11"floor DL- 10 PSF LL- 40 PSF 214 floor DL- 10 PSF LL- 30 PSF Roof DL- 15 PSF St.- 25PSF Fnlaaarad Lug Mahb Fbor LVL center girders. Max.span; 13'-8" Tributary area width: 8'-7" DL- 87 lb./ln,ft. LL- 348lb.,Uft. Upper Level Laminated Uirdcrs Max. Span: 13'•8" Tributary area width: 8'-7" DL- 87 lb.;ln.ft. r LL- 2611b./ln.ft. ]hoof Uval Lmninatad Purl Max.Span: 13'-8" Tributary area width: 8'•r' DL- 87 lb.11n.ft. SL- 218lb./ln,ft. 09/20/2004 08:40 5087520130 BERG AND LAIPSON PAGE 03 sir-P-2004 02: 15 PM HABITAT POST. & BEAN ' ' 1 413 665 4008 P. 04/04 coMNyw� FNR1JRaT CW*Wvft VA IM�ANd FaMt NM� RffMleneM Roof LovN PY11n.ww0 OO»I�o BMak c4li:MMs1"ohm Mmm-, flbso04NM1 - LOpd Typ• aistrlbutiol MpfnLtllde Leeatwn (Rti Pactern ar n Loe • NVOL Nn 442 1` 0 MAk <m mEACTI w ffs!■A NiMO LANGTO(ho: i Dead Lbw 1/90 119r► 'total 22Lp - - 82Z• - sear:i nq: th 1 80 eAW if 21.0 of U61 MI 1 14 M dUNW INft": IMNN ot+ypwi:loPY AIN,baMe�a«�PPaMi LMM irrlMr�.iCC�C: WAMMNN;M11r WIITCMA 61�!M 01ot b NM tl11i01�MNIt blllMlr� . MCI QV as.MOWN CORN wo-ml Immummow terlen lrna Sa Va V 1 •is/ e n a as r V Y iTvf « l s.nding('01 276o i roo - f Lw• Aetl'n 0.10 ■ KL/989 0.48 Y Li300 0.11 17atal bell In 0 L Q w 9 ApOMTIONAL DATA: McTmal F CD ON Ct CIO Cr CV Ctu r,,x . bCM Fbl+o 4600 1,15 1.00 1,00 1.000 1.00 1.000 1.00 1.00 Ev` NO 1.15 1.00 1,00 Y •CGS. 710 1.00 1.40 C� + 1.9 million 1.00 1.00 0*f4ln9l',+): LC9 2 ■ D90, M - Till lon-L4 Osar I LCI 2 L'+8, V - Mg, YW - 2003 1bN Pet/00t1oni LCI 2 e D•i Cl-17af.87a00 lb-Ln2 Total DeClsetion - 1.501D■ed Load Def1•atie:i1 a Live wed Dellact.ien (D-deea L-liva A■an0w wowind I■impsot C,ovnstruetielt CIAieOnwntratedt' U411 LC'a •re listed in the AI1llypii 04fputl DuION NOT": 1.F,olrle�r�M11r NM>l8MiH8 d�allo111Nb��'MAAIRI Id►y8I11 fMM8dl8,�• 1.a6�IJWr Ylr MNdMd ff1slMOMnt Kl YIIW M 9'N 0Moi11�81►d CY Ia�Mlr�d,0 la►YnN�tOP�N owMo,TAi.g10MMMr�Nw aoNll MM01�pMM MMgo o081M M,A/orb of s�ONAs TMr 8•�. �,WWLANt gale a ue0lol affMh K i140M�Illlal. , �.tlhailm irNnt rail h.Irwily NalpN�li N �/11M r �N pgs Mau"l'u, 6•OWAAd:08Nw w4h w"all N111N1I F lrIN1I,/ F 0,a■10 P0F on me%low two 7.U96 POW k"NOW Wa!0 MF OOihaMrM 09/20/2004 08:40 5087520130 BERG AND LAIPSON PAGE 04 SEP-17-2004 02: 14 PM SW TAT POST & BEAM 1 413 665 4008 P- 03/04 aa�,r �oJro' HOW Fed!na 90100% MWOW RMdawf 1M�1f�1WOrk, " ••p.,►.�oon,slo as u �awwwau a+.*alwAsson w" ear ion! LOAN: w..v r.Of 0► :.oed I Type Diftrlburton I Klpnitvls JACetlan. (lt) PtcHn N%jg% S �'+ o l Oaa u Lo va u 2s . MAXIMUM A"ON/ON)•ne 11"11M (00; Wwmi—I'M pop a sr Arad 134 1e 1)164 LivA is Total 2021 l!121 Hagx'.nq: en th 0 OliNM1�'Dkllpl�,VO•./filet,W-VII,041Ulir i!M !(71.0 ON NwrnwlN►kdkvw M 40* IaMM wt�:�*Ald,t►IIIOR)��N�rMi rei�Mc tOG•I�C; NCT1oN ve.O�t1ON OOOIi wor+w►r a wN�1 tell f V w V 11r, l B v « 21 v larrllnp(•) v f10 034 tb' ■ 2400 lb/fb' Llw Der1'n 0,13 ■ <L1499 b.1d W 3O0 0,2e 4ot ' 6.19 � � 0 - 0• AOWTWN&DATA: PACM114 9 CO M GC Ct CP r"V cSu Cr LCY FOP*- 24 00 1.00 1.0.1 1.00 1.000 1..00 1.000 140 1.00 2 iv' : 240 1.00 1.00 1.00 roc' 7/0 1.00 1.00 edllion 1.00 1.00 sending(4)t Lot 2 I14L. M . Oslo lbo«tt lhaer . LCI 2 ■ 1kL. V ■ 2821• VOd ■ 2152 A* Darlfotion: ICI a . DIL tt»1710.69s04 lb«int Totri col laotion « 1.60(Ofso LOOd Deflfatlon) • Llvf Load Dfllaation• s}41 d L■'l a a.enow 1Mr1ng I■1+nvfo% 0•oonftruetion aLd■oonoantracfo) All LCPO are listed in .hf AnOlVOtO Ou%put) Qp1ON MOM: 1,pmmwftw Mu elplN 01MIOM n Now Iw 9tis 0/I�p• i awtm-rn wool e�M�r KL woo fm a,.�of Ov 6s.�wm«o ro a a+�+fey sN awl ,w N aon.wr.ar..p.pr wrw.w/k wae!!r!'oi1tiNo ft Gloom MOMAXItMo. t awwe:w is am aw+r+a.Iw*". 4*Uk rr+am"In MMdll'wMFarM ee+l�wrr 111h0 MWAWa N We claw b.f.l, •MULAII:ban*MnOM+owe!n Mrs d F!p(OMIw�tl,p+Ao(e�onwD'r+). a OL910 p1w 6"OL+1$pop nMs 1.ILN4 Nt MiMii r!!!LV$0 Pell 0116400011 09/20/2004 08:40 5087520130 BERG AND LAIP50N PAGE 05 SEP-17-2004 02: 14 FM HABITAT POST & BEAM 1 413 666 4008 P- 02/04 • �p�r PRCJ�CT eft 14vYMSl feet end l+�m 11SalolO�c RaMmrnna WWWWorke sow +r.aool�ssa an S;Ilrarvwal�l i Welp Choal CA&WbeUM chest Ow 20 s. 1.W►h>s: i M&Or,w pry ILoad Type nletr)dutien »a0nLtude LOeetlon [!t) Pm`Cern � i st d rt Load a e Fu N^ Wad Ile No MAxww Rwrmm(Ibh)And 0®A ING LANOTH8(in) 1 1 a 1sr Dead 711 Live 7370 2,; 6 Total )01I 3060 Sebtln4: th 3.0 LVL IOW,XWb,14~1.40"+a.Sys sef wrpht a f rma os mSaprwMa�[1r Meak�ae w lAaSaleoSlOM�S41onx aCC^19C lCT1Cp vs.p■s1AM CODI wosgYlt� esa na111,a 1n i tar An Va ue �V*VjXh 4JI93J n Nr V r r + BenAfnalt) M - )0583 Me 24201 MJMr D.44 live Detl'n 10.24 A L/679 0,44 + L/110 ?.53 vt 1'n 0.19 0 L/464 0. M 10 A ApplTl{;"MM QAOTONI; s M t CL cF N ctu cr Lc>` vs�•- Y800 ic0.0a: 1,C00 l.coo 1.000 1.01 1.000 1.00 1.01 R tv' = 26b 1.00 1.00 1.00 M. Fap+ 750 1.J9 1.00 S' 2.0 m%ilian 1.00 1.00 2 i aiandtnq(•): Lc♦ a' • r,41,, M • 1.1;h93 100-fr. Sheet LCI $ -. D*L, V - 8419, VId _ 9605 The Oelleeesehe LCI 2 - D•L CI.1lYL.Y)e06 lb-lnVVIY 'dotal Oeflantiryn o,kAO(Dead Load Oefleetl.0-1) + Live Load DnileOtta'A. tDedead L-llve I-0nrn+ 01-wlmd I■1%O4ct Ce00natr[Aell,on CL9w8Om"mtcered1 IAII LC'e $to listed 1n the AnalyalS °utpuL) O"Ic 1 NOT". I.ftm w oryt o gp OMI1R dlNta m oft em fw yw"Owl" - 2,�C1J16AiA!(Sbti16101'SI Q/flIA01NS LiM'l1Eer?:IIM�oAd!CL pti6tlon(a 10t pI�IN11NIMoy OSStpM a71t1.«p'4MnS4 nwrlbM dellpn s+�41ef yaS M�oM ACL ffarh Nw kew S.WP.T-UP SOL,01AM'epMfSS Ibt oeArMOMtllt AMMis tIMt111 IISss Itfll MOWWWARVIO#N PNO, 4.DL+t 0 PSI now Ple If POr mb 4.LAM O POI mg son kke 10 POP Bad"" i r. f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE i square feet x$96/sq.foot= 7 7 x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE ' square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.R. x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf. 75.00 >1000 sf= 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch I x$30.00= ,.36, 0o (number) Deck.._" '. x$30.00= ?0_®o - (number) Fireplace/Chimney . 1 x$25.00= 0 O (number) - Ingrodnd Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) ,�� Permit Fee A Projcost Rev:063004 Stl A2AWlg.w►Iacnrola�sav�g ras»N wn11..r FWVMWM do MAN 10 31vos kJZMOd -w ,VN212H ssvW-a-1�nt3a NI aN1/1 yod7 i amour rvv,d nols+AKMnJc� a•�0 ,� d- orrw n �,aq � �MitrI�YONra] 'per` Nv of M SUM N' Sxus.9.e Y It r itOLLVM" ON Mod IMU NO AIOYOIN03 N1 O 04M 1 L91„dvW NAkPj M � � � •ssai�abv � - b w i y � a 0 SQ� dy 0 _ oNn4r 6� nNno� ro V 92 a SlNrvrin 1an+ya7�J3 Affidavit of Substantial Financial.Interest .�c.ir ( of w ��1 + ,"" ;� on oath depose and state as follows: 1. 1 am an applicant for a building permit for the 5operty loated at Map , Parcel . The address of the property is c�,, loc., , e le- 2. 1 have iyy % legal or equitable interest in the real'property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is t , the following individuals or entities have had a 1% or greater legal or a uitable interest in the real property which is the subject of the,building permit application which is identified in paragraph 1 above: Name Address. 6 4. Within the last twelve months, from today's date, which is — +� C L , l have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel 'Address 5. Within this calendar year,JI have submitted building permit applications for property in which I have a 1% or.greater legal or quitable interest. 6. Within the last ten days; I have submitted building permit applications for . property in which I.have a 1% or greater legal /requitable interest. 7. Within this month, I'have submitted building permit applications for property in which I have a 1% legal or equitable in rest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,this'r�ayof , 200 ! 2001-0050/aff n (;/LOTTERY/AFFIDAVIT . e s:. Bk 18150 P !g325 �51dE► 0.1-•23-2004 a -I DEED I, Helena M. Power Of Centerville, Massachusetts In consideration of Three Hundred Twelve Thousand Five Hundred Dollars Grant to John R. Maciolek and Elizabeth I. Maciolek, Husband and Wife as Tenants by the Entirety, e cine, Of Southborough, Massachusetts. U With quitclaim covenants the land situated at 42 Powers Drive, Centerville, Massachusetts bounded and described as follows: Beginning at a point on the easterly side of Powers Drive; Thence southeasterly forty-five and twenty-sevenths hundreds (45.27) feet; Thence northeasterly four hundred thirty-seven and seventy-six hundreds (437.76) feet; Thence southerly four hundred fifty-four and fifty-two hundreds (454.52) feet; Thence westerly two hundred forty-nine and eighty-six hundreds (249.86) feet; Thence northerly along the radius of Powers Drive one ' hundred thirty-four and fifty-eight hundreds (134.58) feet to the place of beginning. Meaning and intending to convey Parcel 1 as shown on a plan entitled "Subdivision Plan Land in Centerville, Massachusetts, belonging to.HelenaM.:'Power" dated January 19, 1977 drawn by Nelson Bearse, Richard Law-Surveyors`and recorded in the Barnstable County Registry of Deeds in Plan Book 310, Plan 68. Containing an area of about 1.65 acres. 1,!7! U. LI B ''1'II l.! "-• pW f .., W M' +k LL, U l I W1 ~ ! ("i L21 ro W C� In t1i CT C.C: Im - .1, The Grantor hereby reserves unto herself, her heirs, successors and assigns, a driveway easement to cross said Lot 1 solely for the purpose of access to one single-family house located at 60 Powers Drive. Said driveway to be improved with and maintained with only gravel or loose stone. The location of said easement is as shown on the aforementioned plan recorded at the Barnstable County Registry of Deeds in Plan Book 310, Plan 68. There is conveyed as appurtenant to said Lot 1 an easement of way in the forty foot way as shown on said plan leading to and from Bumps River Road to the Bumps River and known as Powers Drive. Executed as a.sealed instrument'this 1 3/ day of 2004 Helena M. Power COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: , ..3 , 2004 Then personally appeared the above named Helena M. Power who signed the foregoing instrument declaring it to be her.free act and deed, before me. Notary Public Pr etY )NNey My commission expires; F . SARRSTAQLE REGISTRY OF DEEDS John R. Maciolek 5 Banfill Lane Southborough,MA 01772 508-490-8633 (Home) 508-754-6888(Work) 508-272-8922(Cell) .Friday, September 03,2004 Jeff Lauzon Building Inspector Town of Barnstable RE: 42 Powers Drive Centerville Permit#: 74325 Mr. Lauzon Enclosed are the plans I mentioned to you regarding my house for 42 Powers Drive. I am also enclosing the Energy audit information. If you need anything further please do not hesitate to contact me. Tha . ou John Maciolek r Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lc Data filename: H:\Engin\_Projects\_Current\Maciolek 04-3198\ENERGY\MACIOLEK.cck TITLE: MACIOLEK RESIDENCE CITY:Mashpee STATE:Massachusetts 14DD: 5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 08/31/04 DATE OF PLANS: 7/27/04 NOTES: GBM 8/31/04 COMPLIANCE:Passes Maximum UA=548 Your Home=511 6.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1789 ' 38.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 2720 15.0 5.0 125 Window l:Wood Frame,Double Pane with Low-E 420 0.350 147 Door 1: Solid 60 0.350 21 Door 2: Glass 156 0.350 55 _----------Basement W__all-1_:---- ------ -------------------- ---------------------------------.— _----- Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0'insul 456 15.0 5.0 20 Floor 1: Unheated Slab-On-Grade, 6.0'insul. 89 10.0 61 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 883 25.0 0.0 34 Furnace 1: Forced Hot Air,78 AFUE 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 Massachusetts Energy Code requirements in MECcheck Version 3.3 Release 1 c and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. 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 spe9gied in Sections 780CMR 1310 and J4.4.. Builder/Designer 44 Date / / 0 Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release I Data filename: H:\Engin\_Projects\_Current\Maciolek 04-3198\ENERGY\MACIOLEK.cck x TITLE: MACIOLEK RESIDENCE CITY:Mashpee STATE:Massachusetts HDD:5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 08/31/04 DATE OF PLANS: 7/27/04 NOTES: GBM 8/31/04 COMPLIANCE:Passes Maximum UA=548 - Your Home=511 6.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1789 38.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 2720 15.0 5.0 125 Window 1: Wood Frame,Double Pane with Low-E 420 `' . : 0.350 " 147 Door 1: Solid 60 + 0.350 21 Door 2: Glass J56 0.350 55 ,a -- -=--Basement Wall -------- Solid Concrete or Masonry, 8.0 ht/7.0 b 8.0 insul° �--- --- ---- ----- ' ' g/ ' 456 15.0 5.0 20 --- Floor 1:Unheated Slab-On-Grade, 6.0'insult 89 10.0 '61 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space . 883 25.0 0.0 34- Furnace 1: Forced Hot Air, 78 AFUE 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 Massachusetts Energy Code requirements in MECcheck Version 3.3 Release I and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist: 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 spe 9f,1ed in Sections 780CMR 1310 and J4.4. Builder/Designer z Date Sal .. • r - - e k ' fr°,��o� The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services MASS. 4 Tf'` Building Division PO MP'�� 367 Main Street,Hyannis,MA 02601 rice: 508-862-4038 K: 508-790-6230 PLAIN REVIEW Owner: —J La—c-i b I 2 �z Map/Parcel: Project Address: ``I Z O W Q-Y-S 1" Builder: 0 t'ej 0 2\r The following items were noted on reviewing: r i 1 w u mn Reviewed by: / Date: oFtHEA The Town of Barnstable BARMA',%.S.NSTABLE. • Department of Health Safety and Environmental Services 9 MAS t63q. �0 pTFD MA'S a. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Z Y !, c Y Permit Number , 4 2 S5� Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: _ V ( - L' m - _ b Please call: (508-862-4038 for re-inspection. Inspected by \1 ��/f�nr,n�. ✓�� Date ' ,�-. .�• ,� TOWN' OF BARN - NSTABLE. PERMIT EXTENSION GRANTED - EXPIRES 1/21/05 f PARCEL ID 167 038 GEOBASE ID 9319 ADDRESS 42 POWERS DRIVE PHONE CENTERVILLE ZIP - LOT 1 BLOCK LOT SIZE DBA : DEVELOPMENT DISTRICT CO PERMIT 7423a DESCRIPTION' SIN FAM/4 BDRM PERMIT *TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNER ARCHITECTS: PERMIT EXTENSION GRANTED Department of TOTAL FEES: $1, 129.68 Regulatory Services BOND $.00 f CONSTRUCTION COSTS' $320 a 928:00 0� 101 SINGLE FAM HOME DETACHED I • sARlvSTABLE, • C MASS' p' i6g9. 1 BUIL � gg DATE ISSUED 01/21/2004 EXPIRATION DATE r, �— r / I' Gl'� VAN YWs� cat cn C n��.(-Jfde /Vo , mCD 0' ir.��i�i+��■iiii■T��■�■iir�rT■Gir`�i�ains n. `r.■ ■�■�O■i rir� ttit�■�■ n1■ i�■�r`�■ r�r■�`t�t� r r_�rt� li■i■tilt_�i■i■tit�ir win.�r�ir•■tir�i■�■�tNONE _ �■�+� ■i■�■rt�l�.t 1� t�tt■`■^}`■!:r•r�i�■rtr` r `tt■� 1rt�t■y` r```` ■``` r�irt■tiWr•■�tt■trtt■tOtt■ice■ � T �ttt��i�ri��iri■tiis tt■ir♦■t�t�_i�• ttlrt■ir■ �i� ��t�ii■fir it t�i■�■ttlrt■._If 7■titer 111��r■■ir♦■tit i■tir�il .arl�' ��t�il�tti • /� rt■llrr�ONE! �► �t151it�t�ir■i• lire■ti. // `.ttl.t■ir•. �' �``\�■/+ � � . tr�.tit�f r■ /d i■ti�ril f.I �� ri�ttitb- rrlrc■Itt/�► MEN=�r lilr■tir■ti- �*� ��i+■ ��irr■■tr► �� ctiriiri�i t0i�■nilr �� fit■■ir� � r�i '� ��■�tt■ir � •• • ••• r 7 r �tit_i� i i•.. .�� i_■_� ,■ rt/trr♦■ �-- / lift■rttl_■ ■-lira■_■ �, � i i'- lire■i•ci Imo. 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FWH 11APLR . 28O r 8' x 9' 10' � KITCHEN AND. 11R 2 f3 ,� yy 13'-2" x S'-10' to 28880 ° g - _ N *"BEAMED ROOF SYSTEM IN I N iv n 666 II I MASTER BEDROOM AREA rl 13'-9 5/16" 3'-8 1/2" 10' " .. 7'-6 5/8" 13-8 1/2" 8 7/8" 17-9 5/16 LIVING r1r-r x 15'-4• `° �i9�cQ1�Qg�ggii''�ii a m ***BEAMED ROOF SYSTEM IN LIVING AREA� 51 � MASTER BDRM w up - N D FLOOR SYSTEM .1 w «•E>�o6EDMIFRAME SYSTEM LIBRARY � 1q C� •� 2888 13'-e' x 17-2' a TW1852-DHP 2-TVY9852 o ENTRY o TWI852-DHP 052-T1M852 3 . - . 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ALL MASONARY OPENINGS TO BE DETERMINED AT JOB SITE V Q I I OPTIONAL 1 1/2- STYROFOAM TO FOOTING B" CONCRETE FILLED BUILDERS TUBE 4' CONCRETE SLAB w/ L1 N v w/16' x Ir DEEP FOOTING f10 8x8 WELDED WIRE MESH w/ W W of TO MIN. 48' BELOW OWE 6 MIL POLY VAPOR BARRIER cz 4' FOOTING DRAIN 3'-0' x 3'-0' x 1'-0' DEEP 3'-D' x 3'-0' x 1'-0' DEEP tu O Q w/24' CRUSHED STONEOONCRETE FOOTING CONCRETE FOOTMIG RICO Ld V � m F- 0 C KITCHEN SECTION CONT. RIDGE VENT 2x12 RIDGE BOARD 12 9 D ROOF SYSTEM R-32 240f FIBERGLASS SHINGLES o/ 15f ROOFING FELT o/ I18- COX PLYWOOD o/ 202 RAFTERS O 24•o c 4 NAIM 2x4 NAILER FIBERGLASS INSULATION BY OTHERS 63/4' x 120 63/4' xI =LAM. PURL ! LAM. PURUN =- I � o � 0 ROOF SYSTEM R-32 iv 240f FIBERGLASS SHINGLES o/ 15#ROOFING FELT o/ 5/r COX PLYWOOD o/ x8 POST a 8x8 POST 202 RAFTERS O 24•o o. a t FIBERGLASS INSULATION BY OTHERS ul i us o s� 2x1O BEX HEADER W/ 12 IX10 FACIA & N i ro ro 2z8 NAILER 1x4 TRIM N N 0 $ x8 PLA 1 BF „�� 8z8 PLATE BEAM IX12 SOFFIT w/ ° 'in c 4 N ^ ^ 94 NAILER 2x4 NAILER w/ N 2' CONT. SOFFIT VENT 0 FACIAHOEADER W n/ POST W axe POST 12 1 x4 TRIM 6x5 JOISTS O 3'-8' o m n 8x8 JOISTS O 3'-8' o o. ~ N w/2X8 T&C DECKING ,o co w/2x8 Tate DECKING 4 2z8 NAILER n 4x8 BLOCKO G 4x8 BLOCKING n 3x8 HEADER o W' 2x4 NAILER x8 PLA BF °p 8 3 4' x 2', = 8 3 4' x 12' t�cl PLATE BEAM 6xB PLATE BEAM n t � 6x10 PLATE BEAM n PUR ? PUfRUN 2x4 NAILER n tx1 SOFFIT W/ CEILING(BY OTHERS) z8 POST n x8 POST - 5x8 POST 2z4i NAILER wl IXX33 tS RAPPI G STSw/ w/ 10'-5 5/8" 7'-0 /4" 10'-5 5/8" V-O* 8 2' T. T VENT OR WALL R-21 1X8 CEDAR DECKING W PANELS: 4 STUDS O 18' O.C. X8 POST eo /1• FOAM INSULATION m o 32'-0" m WO P Bx8 POST i /2' COX PLYWOOD y� n a of m AP v 1 CEDAR D CL $(��jft n n it n rl FlBEWLASS x 6 NSUL BY OTHERS) W 8 M L POLY V.B. (BY OTHERS) Rk F = I/V DRYWALL(BY OTHERS) it �''-0. SOLID BL , ING S AT ALL POSTS 2)d2 JOISTS O 18' o.0 23d2 JOISTS O 16' o.o ��000 2x8 P.T. JOISTS O 18' o o. w/3/4' T&G PLYWOOD SOLID B KING SOLID BLOCKING w/3/4- Tam LYWOOD AT SOLID L BLOCKING AT AT ALL POSTS POW n . 2-2x8 P.T. HEADER - w 23d0 P SILL w 3-1 3 4' z it 1 4' LV.L 2z10 P.T. SILL w/ 2x8 P.T. NAILER ANCHOR BOLTS O BUILT UP GIRDER/ ANCHOR BOLTS O N 0 4-2x8 P.T. BUILT UP GIRD 8' ac &ALL CORNERS o o. & ALL CORNERS �n W �o V/ W8 10'-5 5/8" 7'-0 3/4" 14'-5 5/8" i CONCRETE FILLED CONCRETE FILLEDh ^ LALLY COLUMN LALLY COLUMN Na FOUNDATION N07M (HOUSE) 10' POURED CONCRETE WALLS o/ I W (� 20• WIDE x 10' DEEP CONT. CONCRETE FOOTINGS _ TO MIN. 48' BELOW GRADE I Z 4• POURED CONCRETE SLAB IN BASEMENT W w/18• x l DEEP FOOTING BUILDERSar CONCRETE FILLED �E I 4' CONCFtEIE SLAB w/ 1/2"W ANCHOR BOLTS O 8' o.a AND O ALL CORNERS I Q « ALL MASONARY OPENINGS TO BE DETERMINED AT DOERS TO MIN. 48' BELOW OWE 0 8x8 WELDED WARE MESH w/ OPTIONAL 1 1/2- STYROFOAM TO FOOTING tu rW MIL POLY VAPOR BARMER ly- 0 Q Q Y = 4'FOOTING DRAIN 3'-O' x 3'-0' x 1'-O' DEEP 3'-0' x 3'-0'z 1'-0' DEEP lu < w/2BAC CRUSHED STONE _E CONCRETE FOOTING CONCRETE F007ING O W m V Ad V) O IL MASTER BATH SECTION CONT. RIDGE VENT 2x12 FUDGE BOARD _ ROOF SYSTEM R-32 12 240f FIBERGLASS SFINGLES o/ b�ROOFING FELT o/ % 9 5 I+ !S/8' COX PLYWOOD o/ 2x12 RAFTERS O 2$cc "D FIBERGLASS INSULATION BY OTHERS 0 I , EXTERIOR WALL R-21 WALL PANELS a 2x10 BEV. HEADER w/ 2x4 STUDS O 18' O C. 1-0 ,�� 1x10 FACIA O t//Y COX PLYWOOD 1 710N 1x4 TRIM ROOF SYSTEM R-32 TYVEK HOUSEWRAP of IA2 SOFFIT w/ 240#FIBERGLASS SHINGLES o/ 1/2 x 6 CEDAR CLAPBOARDS 2x4 NAILER w/ 1 ROOFING FELT o/ 12 FIBERGLASS INSUL (BY OTHERS) Y CONT. SOFFIT VENT 1 2' COX PLYWOOD o/ 8 MIL POLY V.B. (BY OTHERS) 2 - 2' LAYERS FOIL FACED INSULATION n 1/2• DRYWALL(BY OTHERS) �TROOFING �AFR DECKING o/ 9 6x8 FIR RAFTERS 4'-r ox M in 8'-0' n _ n 6 3/4' x 1 1x10 FACIA & w/ - LAM. PURLIN — 1x4 TRIM 6x8 POST 6 3 ' x 12' 1X12 SOFFIT w/ I LAM. PURUN NAILER r a 200 BEV. HEADER w/ n 1x10 FACIA O Y RIGID FOAM 2' RIGID FOAM i 1x4 TRIM Y BEV BLOCKIN 1 2• BEV. BLOCKING r la 6x8 PLATE BEAM 6x8 PLATE BEAM C 1xi2 SOFFIT w/ 0) 1 _ ~ 2x4 NAILER n d o DORMER SECTION 6x8POST 1 WALL WALL R-21 x6 POST r 6x6 POST WALL PANELS: 2x4 STUDS O 16" O.C. o o W1 1' FOAM INSULATION o __� COX PLYWOOD o ;� 1 x K HOUSEWRAP 1//22 x 8 CEDAR CLAPBOARDS 8x8 POST � FIBERGJISS INSJL (BY OTHERS) 6 MIL POLY V.B. (BY OTHERS) 1/Y DRYWALL(BY OTHERS) 10'-0• �` `� SOLID BLOCKING 2x12 O 18• ac STUD BLOCKING =__l_ fa 2x8 P.T. JOISTS O 18' cc AT ALL POSTS w/3/4 T&G PLYWOOD AT ALL POSTS C W/3/4x8 DECKING a 4 al 2-24 P.T. HEADER 2x8 P.T. NAILER ROOF SYSTEM R-32 4-2x8 P.T. BUILT UP GIRDER i e��o8eo 240j FIBERGLASS SHINGLES o/ OWN 578' CCD)' PL FELT YW000 0/ CONT. FUDGE x12NRIDGE BOARD lie 2x12 RAFTERS O 24'o.c FIBERGLASS INSULATION BY OTHERS 12 iv \ . i r I O � V ■ O I I W EXTERIOR WALL R-21 IXIO FACIA w/. I WALL PANELS: 1x4 TRIM 2x4 STUDS O 18' O.C. r W/1' FOAM INSULATION 1x12 SOFFIT w/ 4' CONCRETE SLAB w o 1/2- COX PLYWOOD °< 2x4 NAILER w/ 8' CONCRETE FILLED BUILDERS TUBES o/ / TYVEK HOUSEWRAP �`� ,�> 2' CONT. SOFFIT VENT 18' x B• DEEP FOOTING TO MIN. 487 0 6x6 WELDED WARE MESH w/ 1/2 x 6 CEDAR CLIPBOARDSBELOW WADE CTYP.) 8MIL POLY VAPOR BARRIER u Q FIBERGLASS INSUL (BY OTHERS)6 MIL POLY V.B. By OTH I mg n 1/2' DRYWALL (BY( OTHERS) ) O4 O — I" « S FOUNDATION NOTES (HOUSE) Q 4' FOOTING DRAIN 10• POURED CONCRETE WALLS o/ 4• FOOTING DRAIN W 6/2-4- CRUSHED STONE 20• WADE x 10' DEEP CONT. CONCRETE FOOTINGS o/24' CRUSHED STONE w/BACffTLL FABRIC TO MIN. 48' BELOW GRADE W/BACKFLLL FABRIC M 4' POURED CONCRETE SLAB IN BASEMENT 1/Yx8' ANCHOR BOLTS O W cc AND O ALL CORNERS v bo ALL MASONARY OPENINGS TO BE DETERMINED AT JOBSITE � 8x8 -4 POST OPTIONAL 1 1/2 STYROFOAM TO FOOTING O Q � W 4 j m iV J LIVING ROOM SECTION . o DORMER SECTION ,f ROOF SYSTEM R-32 240#FIBERGLASS SHINGLES o 1 ROOFING FELT o/ 12 1r COX PLYWOOD o/ 2 - Y LAYERS FOIL FACED INSULA 15#ROOFING FELT 9 2x8 TOO CEDAR DECKING o/ m • 6 3/4 x 12' 8xS FIR RAFTERS 4'-6- ox rn LAM. BEAM 10 2x10 BEV. HEADER W/ 2x10 BEV H� w/ 1x10 FACIA O 1x4 TRIM IAA FACIA O 1x12 SOFFIT w/ 1x4 TRIM lx12 SOFFIT w 2x4 NAILER NAILER OD Y RIGID FOAM 2' RIGID FOAM n 2' BEV. BLOCKING r BEV. BLOCKING 6xB PLATE BEAM 698 PLATE BEAM "v 8x8 POST 8x8 POST 6x8 POST 1'_0- EXTERIOR WALL R-21 WALL PANELS: 2x4 STUDS O 18' O.C. W///1' FOAM INSULATION 1 ' COX PLYWOOD TYVE K HOUSEWRAP }: 1�. 1/2 x 6 CEDAR CLAPBOARDS FIBERGLASS INSUL (BY OTHERS W-0' 6 MIL POLY V.B. (BY OTHERS) o 1/2 DRYWALL (BY OTHERS) 2x12 JOISTS O 16' cc. SOLID BLOCKING w/3/r TOG PLYWOOD AT ALL POSTS iv as T_ 2x/0 P.T. SILL w ROOF SYSTEM R-32 ANCHOR BOLTS )2 2 240#FH30GI ASS SHINGLES o/ 6' as O ALL CORNERS HALF LAPPED JOINT w/ 1 ROOFING FELT o/ s r- mftftftft 4-1/2 x 4 LAOS 17' CDX PLYWOOD o/ COUNTERSINK O PLUG r LAYER FOIL FACED INSULATION ° FOUNDATION NOTES (HOUSE) 150 ROOFING FELT r 10- POURED CONCRETE WALLS o/ ° 2x10 EIEV. HEADER w 2x6 TOG CEDAR DECKING o/ 20' WIDE x 10- DEEP CONT. OONCRETE FOOTINGS 1x10 FACIA O / 4x8 FIR RAFTERS 2'-11 1/Y ac TO MIN. 48' BELOW GRADE °o 0 1x4 TRIM r POURED CONCRETE SLAB IN BASEMENT a 1x12 SOFFIT w/ >o 1/Yxe' ANCHOR BOLIS O 6' o - AND O ALL CORNERS "' 2x4 NApFR ALL MASONARY OPENINGS TO BE DETERMINED AT JOBSITE 4x8 TIES O 2'-11 1 OPTMAL 1 1/2- STYROFOAM TO FOOTINGjlj:�2 t Y W W Y RIdD 2-2x10 P.T. SILL w/ n REV. BLOCKING 2* REV. RL 4x8 PLATE BEAM ANCHOR BOLTS O �7�800 1x12 SOFFIT w/ RpRip S ° 8' o.a O ALL CORNERS 1 294 NAILER 79 0 i 1x10 BEV. HEADER w/FACI goo 4- FOOLING DRAIN N tx4 TRIM ` 00 10' CONCRETE WALL o/24' CRUSHED STONE io w 20' x 10' DEEP F0071NG w/BACKFILL FABRIC • °� 70 MIN. 48' BELOW GRADE 0 4' FOOTING DRAIN 4rom, OLY ARRIER 0/24' CRUSHED STONE $ w/BACKFILL FABRIC ra 2x6 P.T. SILL w/ 2x8 P.T. SILL w/ ANCHOR BOLTS O L j Q ANCHOR BOLTS O 6 o c. O ALL CORNERS V ` .� 6' o c. O ALL CORNERS N Vp MASTER BEDROOM SECTI-ON o 4D cd o �10' CONCRETE WALL 10. CONCRETE WALL w w/20' x 10' DEEP FOOTING w/20' x 10' DEEP FOOTINGr TO MIN. 48' BELOW GRADE TD MIN. 48' BELOW GRADE J O Q 0 o m 4' FOOTING DRAIN Q V 0/24- CRUSHED STONE w/BACKFILL FABRIC F- O THREE SEASON ROOM SECTION _ se•-o' 14'-0" 14'-4 1/2" 12'-3 1/2' 9'-4" 18'-0" I Ir——————————————- I I I I I FOUNDATION NOTES: (SLAB) I I I 8' POURED CONCRETE W o/ I I 16' WIDE x 8' DEEP CONT. CRETE FOOTINGS I I TO MIN. 48' BELOW GR I I 4' POURED CONCRETE SSLAB T FLOOR m I I I I 1/2'x6" ANCHOR BOLTS O 8 oo. AND O ALL CORNERS IN CONCRETE SLAB w/ I I ALL MASONRY OPENINGS TO DETERMINED AT JOBSITE i I VO 8x8 WELDED WIRE MESH w/ I I g'-0" g N I 8 MIL POLY VAPOR BARRIER I I 1-0" r-------------------- I j I I I I I r------------- ----1 I I. I i � I I I I to III L-------------- I I------------- i ---------—r ----------- I I I N I I I !Q NOTE // a I ( 0 kz a. BASEMTWMDOWENLOCATIONS i I _I � I TO BE DETERMINED iq I I r--------------------J BY CONTRACTOR i -------------------------J� � o I I I '-EXACT LOCATION OF DROPS O BE DETERMINED -----� --------------- �� I I BY CONTRACTOR ONSITE 1-- --I F I t I • i I~ 13-9 1/4 " I L-+- ' 73'-8 1/4" 17-9 1/4 _ �7-7 - - CONCRETE FOOTINGS (4- .) I I= oxx 3'-0' x 3'-0' z 1'-O' W-O' FULL BASEMENT i I i`alasJ i I I I I I I CONCRETE FOOTING I IAt I i I CONCRETE FOOTING Sao 0 I - - L- -J L- -J L- 1 J M EXACT SIZE AND LOCATION FOR I I J MASONRY CHIMNEY TO BE I p I I WALKOUT I I ,� DETERMINED BY CONTRACTOR DROP WALL FOR L---------- ---- , ANO MASON AT JOB I S I ---- r ------- ---------------J I O S L j FOUNDATION NOTES: (HOUSE) I I 10' POURED CONCRETE WALLS o I 20" WOE x 10' DEEP CONT. CONCRETE FOOTINGS I I TO MIN. 46' BELOW GRADE I I o I I 4' POURED CONCRETE SLAB IN BASEMENT I I 1/2'x8' ANCHOR BOLTS O 6' o.& AND O ALL CORNERS I I o ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSIIE I _ o OPTIONAL 1 1/2' STYROFOAM TO FOOTINGwo ! L------------- ------ -- --� 0 o 'd�a. agi Vr -------------------------------------------- i w RETAINING WALL IF REQUIRED I I U N ' v DESIGN BY OTHERS Z 8' CONCRETE FILLED BUILDERS TUBES o/ 0 W fA 16' x 8' DEEP FOOTING TO MIN. 48' o � �i f6 BELOW GRADE (9 TYP.) `O Lu '° Y 2 I I w 2 m f ♦ ♦ ♦ O O Q ------------------ ----------- w U U) Ld � U m 13'-0" 9'-0. 13'-0" 14'-0" 38'-0" a . 1 FOUNDATION PLANFt � / , _. .�- I i � -.: � � I _ I � � I � . , . ..� _ I �r --s. .�- .I _�.�: . , .�_ � � . __ I - I � ICI ..- - _ _ _ _ _ �I 1 1 .J r III � 1 --I__.11!I��:LL'L'��_-o� �� i 1 I I .� � •r i--� __�...�i.��i.�.•�'� _I�II�I-. ' :��i c�.f�r��i i ! I i � U �r � _ I I I =I_�— _7 .I i �_�— —�— —I—I�—I=I—I�=fir 'r7!`f—II—I—ICI— �I— i =_� _ _ 1 � � � _ 1 �n�=��: f .� i �.r I i '� � Wit i I � I '� - t-.. � .�: I i� - �� ,:_�___ —'__:I___— =_ --'='ice —_�'__�_L__:._,--__—_.<.�, .�a �. � .•r n I I i I I, ..e �'�r� i - I ! i I I ..: - i ..7.. �: .. . 1 • .: , � � 1 � 1 � ' GZ tit V �� r to IVY Fop he� I of o n � �fis �fcr$ n sc44 L �r0 L R er 'VA � rl Aclqo Is ' it � � ... �• � -••. :l - - 6 ` Nt' h Ve C zip• arc, AE �v��D.q�"lon/ 5�{��/__ off/•_--�m��s a P`JN Of 4f,C. MES No 33253 G It �( IAN� L CTT O TE 5T HOL.% -1 GRAOC �I_. Iq,S O UK.GRISN.BRIV M¢D. SANO t_)i<, GR'i5w 13RowN MHO• SAND A 50MRF'INES IOYR y/2 A SOMEFINE.S ►oYR 1-4/2- 1 V t iyorut _DK. YCLISN DriN MEO DART( vEL'�51-1 ORN Mrsp SAND IOYIZ 4/4c B SAND 10 VIZ-t/& O fond D3 LT. YELISN gRty I��HD. 28 LT. YEI_�S�t C I3RN MED Y( ``�-/` �r %•� C SAtvO Z.sY /o Y 6 4 , /y r, SArIp 2.5 / \ 12o NO GROUND WATIiI'{ 47 PE L Q BLOC S ' ••`• o �i `r LQSb TITAN Z'MIN/INCH as Y IJC ��/� fl�) `y%a�J-. �, Jay: SLtLL1VAN aN GIN GCTa%NG- 11VC ++o ` TEST Nate-_5 CrfyA0E.E%-• 37. 1 WITNESS'• SAMWNtTL=,T.O.R, O 0.1�, •� � .- n OK. G12'ISH laRN MEt7 SAND PATe[', l o/I V/o3 • -��_ �, g,\ q PERC. No, 10 -599 _ 1 50tVIMI=INM5 IOYR I-I/Z o: i TZ: %' Bay plc. YLTL2181-1 DRN MEP. ran %^I( M $ 3AN0' 10 YR 4/Io n Bo R _ Zo � �, � .�'• )`.'fir. - C L.T YCL'161-I 0RN Mt-C, 'GC6IE . 120 r and .ti NO GROVNDWA,-rMR r? I •Ci v�l \.i` O tr n. ��, lid I •� o l� `-s�,,- — �•\z LOCUS PLAN Scale: I '= 2000' Assessors Map 167 Parcel 38 Zoning RD-I Setbacks: Front ; 30' Side 10' Rear = 10' Groundwater Overlay:AP F.G.40.0 F.G.34.0tzz — c- n n n. -------- 31.3 30.0 I ip 1500 Gallon I Top El.31.0 30.8 Septic Tank 30.6 J �- 30.4 Bot.E1.28.0 30.2 a 18.5' ,4. �° ,�� a Bedding as Bottom T.H.-I E1. 95 " 6� ,' I Per Title 5 , _ n DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale / 1 / II / 11 / 1 / 11 NOTES Finish Grade I. Water Supply For This Lot is Municipal Water. - I 2.Location of Utilities Shown on This Plan Are Approx. ? : Filter _ At Least 72 Hours Pric r to Any Excavation For This p n Fabric Compacted Fill Project The Contract . Shall Make The Re uired Notification to DIG SAFE-1-888-344-�233. 3.The Contractor is Required to Secure Appropriate Pea stun. Permits From Town.Agencies For Construction Defined by This Plan. : Chamber Leaching W sheds 1 /2"Doubt• -� / / 4.Install Risers as Required to Within 12"of Finished N R trJ Grade. I o h �/ / I T 10 5.All Structures Buried Four Feet (4�) or More or L Iz'-o" Subject to Vehicular to be H-20 Loading. I I 7 6.Septic System to be Installed in Accordance With CROSS SECTION OF CHAMBER 310 CMR 15.00 Latest Revision And The Town of NOT TO SCALE Barnstable Board of Health Regulations. c' i tO 7. All Piping tobe Sch.40 PVC. 1 I / I 0 \✓� r I o � � 1 DESIGN, DATA '— Single Family- 5 Bedroom LEACHING AREA 550 gpd/0.74=715 s.f.Required Sidewall: 2(12+45 )2= 228 s.f. Bottom Area: l`L'x 45'=540 s.f. / 768 s.f.Total Provided. LEACHING CHAMBER DESIGN All Pipes to be Schedule 40 PVC. Use-5 -500 Gallon Leaching Chambers in a 12'x45' Washed Stone Field as Shown. l I a to 36 IV OL "o• Z / / I / ly s , / I L� N \ / I I / /y al.,al., �� 1 6� / / A . I / / Ilk i 1W> a I i w il or ' . ° ? I 1 , � �S� I \ t / \ I db 0 IV c+ ^� In SITE PLAN PROPOSED SITE IMPROVEMENTS I PLAN VIEW AT Scale- I "= 30' 42 POWERS DRIVE CENTERVILLE ,MASS. FOR JOHN 81 ELIZABETH MACIOLEK SCALE: AS SHOWN DATE' DEC. 9 , 2003 SULLIVAN ENGINEERING INC. OSTERVILLE , MASS. U C. co Q , Teo. n300 -+ f-r QO " I ;h _ c, �l o Bridgewater, a d W co yw �a tx _ F{ITN OF M 0`'S�` JI E-+ t-r W co � co ARCHITECT SHINGLES ` ENGINEERED g � ATTIC _ ATT C TRUSS PRE-El�l__GINEERED --- ATTIC r RLISS - - WHITE CEDAR" SHINGLES -- --,• - -,•--- - -- .---- --_ --- •.- _ - ----.-------------- -----_-_-_ ---- - ---- _ i - Ix 3 STRAPPING _---_ I� ------ ---- ---- - _, --- =r r '�x-q-r/.2-�r=L--------------------- - NOTE- NOTE: a S O C ri rtir EDGE NAILING tnnacfi FOR SHEATHINC FOR SHEATHING: b THIS ELEVATION THIS ELEVATION -- _ d BACK utunnunnvlunt S T E F' UP _ {� - -- FOUNDATION - ��R�I�V0 \r\A\A\t\\P\1��t\11\\��VN IIIpItllVrlil� ' � , - ,tnt�atnua��uvmmntmnunntntnuu��trunintnuttmvntntntEtuttntmittnuttmitututii�tnuttitutuuiuntn,nuw�tututumttn�ntnutt�ttnuunutuei��t� Q Lfl GONG, SLAB FRONT ELEVATIQhk o I�-: ( HT S ( D � ELEVATION :� CTIO1`� A 1 _ _ � Lo j �` LEFT SIDE SIMILAR ( l[ — ----------------------------- ------ ' ----- - ---------- --__ -------------------------------------- fv TIMBERLINE ULTRA �. 12 5/8" SPAN-RATED SHMATHING on A `i PRE- ENGINEEREO ROOF TRUSS I JSTB2"7 HOLDOWN TYPICAL 4 CORNERS —DRIPEDGE VENT I o o 1- - - - - _- - - - -- - - - _ _ -- _ ._ -- -- -. - --` f ----__-_ - TOP of PLAT I I I I I I I ----- 2- 1 3/4"x q 1/2" M=L 1 I i STUD PART'N, w/ 05B SHF-ATH.G Q 1 I 5/8 DIA.4 ANCHOR BOLTS, I _ _ __ -7 I 5 " MAX O,C„ I I x I MA><. FROM CORNERS I I (A f I I I I Q I I o 1 Iul � I I Ira I S" CONCRETE WALL on I I - 1'.-4"x S" STRIP FOOTINCG i I r ' ' 4" CONC. SLAB on GRADE ,N ul -_GARAGE DOOR I I 1 I r _ _ _ v _. _ _ _. T _ -_ _ DRAWN I 4" CONC. SLAB on GRADE i f --- --- - - - - --- -- - - --I I O 1 I � I PITCH [DOWN OVER ROUGH KEYWAYI I i i i i ' Wp I i I I N SCALE i i i i I I _ i 1 I I I DATE i i I I_ f SSTB2"1 I i I I i I " -- --- ROUGH KEYWAY, TYPICAL I j HOLDOIUN I 11-4-08 I I 1 I I DOOR M,O.'s I I -_-_-__ ----- __ __ - - -- _ I 9-0 - "i-O OVRHD DOG } I W-O 1-0 O VRHD DOOI GARAGE - �_�q - -_ _—_�-- 1`"I,O. _ - I--� ' __ _... __��6"M,CO.T _ _ I,_�-, J � _G„ II,_,�„ �,_�„ DRAWING N0. SEOTi0N I - 24'-O" l4" I'—oil 1 1= OUND4710 F LA III B9 4 Cran (� TScST NO LC -1 GRAOC @L• 1Q:5 O TEST 1-IOLE - Z GRADE E\-, '32•ta �-�' DK.GQISH.BRN M¢D. SAND pac, GR'1SH GROWN MED•'6AN4 �_ - '�ZI } A S0N11.FuJES IOYR L412 „ A °aOM>=!=1NE•S 10yR:.M/Z e R 12• 1 /I��t/t �� - f/ • DK. yecL.1SH BRN MED B DARK Y6-1-1SF1 l3RN mmo /fir 13 SAND 10YR -4//1, 6AN0 \O YR y/(o i •� !7. D3� L.T, YEL'\SH BRT1 IMEP• 29' L-T:YEt \SN ZRN N\EO ' 47j1 LOCUS �_ "�`•\\ 1•i �. 120 NO GROUND WATER PE1�L 35 agDe Y � �'� ��= 1 •� LlSb T'H AN Z'MrN/INCH '�o� /i�� J �..yi�✓' � "�.�/ (3Y:. SLI L.LIVAN �NGIN 6G1t1NG 1NC - a�-' -'m `- _ TEST HOI.e-3 A Gt2A0e-E\L. 37. 1 o W\TNESb'• SAM W1�lTC,T.O.R. p,0•\�, - `;\. sG;_ — _ �fZ %.S R > S BQ/DK. G , 0,5 ��✓/ ,•; SOMt=tir\NES \OYR y�2 li :J YL�L-1f+H DRN MEP - K, v Bo R so/o 1 2A LT .YEL'\6H BRN MGt7, ieah •N` c 12o c GtaoUroowA-l-�tZ -?�` h LOCUS PLAN Scale: III= 2000' Assessors Map 167 Parcel 38 Zoning RD-1 Setbacks: Front:30' Side ' 10' Rear 10' Groundwater Overlay:AP VENT F.G.40.0 F.G.34.0 0 J 31.3 30.0 1500 Gallon Top El.31.0 30.8 Septic Tank 30.6 Bot.El.28.0 30.4 �30. �/• c Bedding as BottomTH.-I E1.9.5 Per Title 5 DELVELOPED PROFILE OF PROPOSED SFPTIC SYSTEM / I j Not to Scale / I) N Finn NOTES Grade 1 1. Water Supply For This Lot is Municipal Water. la / 2.Location of Utilities Shown on This Pion Are Approx. w Fab« �—Compacled Fill At Least 72 Hours Pricr to Any Excavation For This Project The .ontroct-r Shall Make The Required Notification to DI G SAFE-1-888-344-7233. IiG"-1/2" Pea stone 3.The Contrgptor is Re9�►ired to Secure Appropriate Permits From Town Agencies'ForConstruction I'f/ w .' Leaching I Defined by This Plan. • chamber 3/4"-1 vz"Double N / I / I N 4.Install Risers as Required to Within 12"of Finished N R washed Grade. k, 5.All Structures Buried Four Feet(4) or More or I_ iz'-o" J y I 7 Subject to Vehicular to be H-20 Loading. ? �/ 6.Septic System to be Installed in Accordance With CROSS SECTION OF CHAMBER I 4j 3 1 310 CMR 15.00 Latest Revision And The Town of -NOT TO SCALE Barnstable Board of Health Regulations. 7. All Piping tobe Sch.40 PVC. / ,O DESIGN DATA Single Family-5 Bedroom / I No Garbage Grinder / Daily Flow: 110 x 5 = 550 gpd / Use a 1500 Gallon Septic Tank. tt LEACHING AREA 550 gpd/0.74=745 s.f.Required / I i Sidewalk 2(12'+45 )2= 228 s.f. - Bottom Area: 12 x"45 =540 s.f. / I 768 s.f.Total Provided. LEACHING CHAMBER DESIGN Al I Pipes to be Schedule 40 PVC.Use 5 -500 Gallon Leaching Chambers in a 12I x45' Washed Stone Field as Shown. I 404� r / / o z / rli / rl I / / '%�"" / v4� / aj \� J ai° o / a d< i p / � I oZL ITS ` y ` / , / ^� / �o�c / 1 I \ CaRT\FY TH1AT'THE P XOPOSED '0WB.u.I1VC- 5HOwN O ` n j��' / I / M ,p y k , I / NEREOIv COMPLIS WITH THG. 61PEL-►NE AMV , SCTC3l1�G1< 5-7' ti I Re_au1ReTAC10Ts OF n-i,4e TOWT( OF QARNSTARL.E ANO /I, >• t / 'If �� NOTLD�ATED WITHIN THE F•LdO0PLAIN. 2y \1 :�oQr- ' j pox I Cf I zz- �\ i r i I O,r'� I I _° i A• / / I j 1 \ I n°3� °+ I I J 1 / OF z A ` Il o PENT I LOT/IRE k \ PEP PROP 1SULUVA / ft 211733 er<, . 12:W � I i I IL / :PA\," 0R\vnwgy Cwt ! L� i� L / -�- /I- ' -- - ------ --- -- - -1 l 73*40'20'I W 249.66' . - - m •v ,r n. o s 9b O ry r+ 'h 110 41 S I TE PLAN PROPOSED SITE IMPROVEMENTS PLAN VIEW AT II 42 POWERS DRIVE Scale: I = 30 CENTERVILLE,MASS. FOR JOHN & ELIZABETH MACIOLEK SCALE: AS SHOWN DATE: DEC. 9 , 2003 SULLIVAN ENGINEERING INC. OSTERVILLE II MASS. } Z :E�_,0 i- Ti ST NG+t_E =\ GRACC 1G1.. \4:S O •rEST iA01-r - -2- GRADE EL. 32 1a O �_--T- 69t\5H.8RN M¢D. 3ANO A OK. GR'ISN pRCrwN MFED• SAW) ;:'\�: c• l•+ ��" �� .F. 501/►f�FINDS =10Y1R �II2 SOM£FINES 10 Y R"4/Z •• ' • - \t'S.•� pK. YELISH 8Rp► MED 12 B DAR1t v6.L'tS1-t pRN MGD I�orl'X « t 6 SAND IOYR -1/lo SAND \O YR t-\//o V �- 33 29 - _ _t..'T. YEt-`1SH BR�`I 1v1EP. LT. YEIaSHLO ` �.• _ C SAND 2.Sy (./y sir �: a .�� •' m SAND 2.SY 6�Y n NO GROUND\\/ATER 3S`I ea agberfy " I 5 k- LlSb T1i AN Z'MtN/INCH �_ h .•�+ J _ ��I ✓' �..y,%�7� ay:. $t_t Lt..\VAN �Nr.IN 6ERt NC► TEST iAoI-P--"y CrRADE f-%- 37. t V./1TPtL5b'• SAM WH ITE,�:O.Q, p.O.N, �a` y -0 t r A OK. C►R`MW ORN M60 SAND _ PIERG. No. 10/'S99 = �. rj y C1(ddC! Q \ l= Bay pK_YM%2%e0%-A "BR\V N\Zp. 8 gAM D I O Y 8 R 4//0 So r.._ n `r C %-T VEt.'.t6N 6RN I�n�O. •Ne 10 0 .1 `.e r r ieah w i Ia GROUroDwA�-rstZ No T�L t LOCUS PLAN scale:1 t1 2000t Assessors M a p 167 Parcel 38 ' Zoning RD-I Setbacks* Front: 30t Side =lot Rear 101 Groundwater Overlay:AP F.G.40.0VENT F.G.34.0 -- nnn. 'l A at 31.3 30.0 1500 Gallon ri Top El.31.0 30.8 Septic Tank 30.6 c :s Bol.El. ,,�/ 28.0 ( i 30.4 : 30.2 t 0 y� Bedding as Bottom TH.-1 E1. 9.5 f1 Per Title 5 DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale Fish / NOTES grade I. Water Supply For This Lot is Municipal Water. I � Compocled FIII 2.Location of Utilities Shown on This Plan Are Approx. � m F br c At Least 72 Hours Pricr to Any Excavation For This i e n Fo / Project The :.ontract.�- Shall Make The Required N / NotiflCation to DIG SAFE-1-888-344-7233. Pee slave / 3.The Controctor 4Required to Secure Appropriate / Permits From Towr..Agencies'For Construction I' Defined by This Plan. Leaching Chomber- ._ 3/4"-II/2"Ouuble 4.Install Risers as Required to Within 12"of Finished N Q Washed / I I h Grade. I 4-16 ! O 5.All Structures Buried Four Feet(4)or More or I- 12'-0" _� Subject to Vehicular to be H-20 Loading. j 6.Septic System to be Installed in Accordance With CROSS SECTION OF CHAMBER 310 CMR 15.00 Latest Revision And The Town of •NOT TO SCALE Barnstable Board of Health Regulations. / ( I =0 7. All Piping tobe Sch.40 PVC. ( I / I O O DESIGN DATA i Single Family- 5 Bedroom I OailvFlow dI0x5 = 550 gpd Tnn�: L30'%a=i1L Jtau r < i Use a 1500 Galion Septic Tank. LEACHING AREA 550 gpd/0.74=745_.s.f.Required Sidewall 2(12 t45 )2= 228 s.f. Bottom Area: 12 x 45'=540 s.f.= Total Provided. LEACHING CHAMBER DESIGN 768 s.f. All Pipes to be Schedule 40 PVC. Use 5 -500 Galion Leaching Chambers in a 12'x45' Washed Stone Field as Shown. ell dy � ;3 41 0< plot C. 19 THE Pr�tOPv9cG pW�L�1ivG SHowN A' V j, .\ , ) / HEREON COMPLYS Wl'r"1t TW(= AN{J SETt3kG1< 57r Z I RErc2ttlRCMENTS OF T1-FE'rowN-OP 9A.RNSTASLIE Awo T \ r / / / I 4t � `'J'� j �• Is NOT LOCATED WITH 1N THE rLAODP'L,AIN. PCB 11. �pto �p� ;- ' 0 o \ (4K7 OF \ Z i � / f l I VMzjJT ' k / f LOT/lRti=k ` k N / , 1.65 Dr2t f `\� a 7M , l (O � m _PROP, Dk / _.. �. /� } 00 I P� / P vlD CwgY / .l � . 1 r L: i _ I -. NCb SITE PLAN' IMPR" r�II PROPOSED SITE k ENTS PLAN VIEW__ P 1 .;" E � Scales I t�=30' 42 POWERS DRIVE \ 4 CENTER lI LLE,MASS. I FOR 3 JOHN & ELIZABETH MAC `OLEK SCALE AS SHOWN DATE: DEC. 9 2003 SULLIVAN ENGINEERING INC. � �.. . OSTERVILLE MASS, t :3 .r