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HomeMy WebLinkAbout0030 TIFFANY ROSE LANE �D � .. ,. F .. o .. ,. � ... < o .. �� '. ,. � .�: .. _ n ''� Y-A� .. .. ..I.��!':}.�.�.'�'�Y�r�+4'K�r-�.�y'� wwy _ e-. ,.. �,�� �1'Y�Yh+�!lYFm�I .Aw��.! iHE Town. of Barnstable BABNSTABLE. Regulatory Services I y MASS. 1639. A. Building Division piFD MP'� 200 Main Street, Hyannis,MA 02601 F r' .r F: Office: 508-862-4038 ' Fax: 508-790-6230 " Inspection Correction Notice i Type of Inspection �� S Location 11 l- Permit Number Z O 7 t Owner ► ) Builder A-yw,� - One notice to remain on job site, one notice on file in Building Department. The follo ing items need correcting: n L cc K IW'*L� /� S" W ;2, 4 �S o �' 2Y� Y'iR��CGc-6L 2 X ip k 6-5 Please call: 508-862- :tfor re-inspection. Inspected by Date 10 17 13 f�t i M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 (508) 888-3-59.9 (508) 888-9609 Fax Date job completed: o�G 1eo'_ /3 Address of foam application; &d r.q ` . � Inches sprayed in: Ceiling Walls. Slo es .r Overhang Bsmt Ceil Stwl Blockers &Runners Cath Ceil Cath Walls______`_` Knee Walls AIH Walls Crawl Ceil Installers Signature: i Lh :6lY . 1Zl30 £10Z `rN.15►mva J0 lw4 Giampietro Architects TOWN 0F gARNSTA6LE 2012 HAR 27 AM It: 30 March 22,2012 Df VlSloj Robert McKechnie,Building Inspector Barnstable Building Department 200 Main St. Hyannis,MA 02601 Re: Addition to Griffin Residence at-30 Tiffany Rose Lane,Marstons Mills,MA Dear Mr. McKechnie: Regarding the anchor bolt spacing at the garage foundation,the building code requires anchor bolts spaced at TO"O.C.where there is"slab on grade' construction. • The anchor bolts at this location were installed at 40" O.C.except adjacent to the garage door openings where they are at 2'0" O.C. • Given the protected location of this house,I am accepting the anchor bolt spacing as installed providing the following extra fastening is done: 1. The double P.T.2x6 sill must be fastened together with 21/2 long#9 Fast Tap Philips Self Drilling Exterior Screws at 16" O.C.along the exterior perimeter walls. 2. The bottom edge of the exterior sheating must be nailed at 3" O.C.into the double 2x6 sill. Please call me if you have any questions. Sincerely, Louis F.Giampietro,AIA Principal N0.49N F 220 Main Street,Falmouth,MA 02540 Phone: 508.540.7400 Fax: 508.540.0220 \w\\r\v.giampictroarchitects.com THE T6wxr of Barii-Etable . 1�egulatory �`ex-vices Thomas F. Gdler,Director UL ilding Divkion Thomas Perry, CB0,BLGdiag Cornmimoner 260 Main Sft76C , Hyau s,WA 0.260I' .,�.Eowzt.barnstable_ma.us r' -Offices 508-8624038 Fax: 508-790- M' PLA-N W 3 can 5 :'0 l atfj 145t�l Map/P.arccl: Pmj=t A ddress The fallowing items were noted,on reviewmg: , Es•�,ecrs.� �s�- DF o.�as /4��. ��� P�oK� • K mtc /4z a'�4NiL r 7;;o I--,-6r G ��IiL • `°0/L�i9'f� rRR'yIZ�' (�'N�T,�lLL7l6�C�• . . ,¢oOF . Zeco 3 i e ske c'�f RepieWed by: Date: .� � � •. p/ � •C Jl � • . • _ • � ���,�..�� ' .G�"�l-ASS o-'u ' . • ; . I LOVc5 r _ PRO,IEC �uS �� NAlV1E: A- z�c a w . s►��p ADDRESS: 9 PERMIT# D-0 i a-DUB 1 PERMIT DATE: 1� M/P: 6- 1 Ob 9 CEO LARGE ROLLED PLANS ARE IN: BOX SLOT -- . Data entered in MAPS program on: 7 z� B Y: . `I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 00 q01 L Application # Health'Division Date Issued Conservation Division � Application Fee Planning Dept. Permit Fee Date Definitive Plan.Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address _ �� 7���G n Y f` �►'1 Village IMF►ems b s d✓-111/S /►z ` Owner l�c er�- ny, H-i y, Address Telephone Permit Request 4d_diholl 6:2rZi5'c- Moaav►•.,_ �n �s /iva•�%rlC-��or° .�'� Via• ��xz� A���_ �� �1�' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay .r Project Valuation ` v> o Construction Type' Lot Size aJ �4 S� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .211� Two Family ❑ Multi-Family(# units) Age of Existing Structure 24 yes Historic House: ❑Yes M-No On Old King's Highway: ❑Yes UkNo 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: Z existing L new Total Room Count (not including baths): existing _ ca new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes 1211-No Fireplaces: Existing O New Cl Existing wood/coal stove: ❑ Yes allo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0 No If yes, site plan review # CD Current Use Proposed Use .. to APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ - Name Telephone Number s 3�� Z-1 1/0 Address (30 1/7'�r11( 12625r_ L/1 • License # ►� N�1 S r' llIS Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ,�. FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED .R MAP/PARCEL NO. ,: ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: °FOUNDATION"dfo� �� L v�` �z y MIA .-_.. c. j FRAME �L ��'�/08/`�lZR�Ii �- /��IiaS�1Ji r^'� ��3 R INSULATIONi dOaUs' Gy�° bl oo ��cisio D� SDI da�i atr / FIREPLACE ELECTRICAL: ROUGH FINAL z PLUMBING: ROUGH FINAL e- i -GAS: ROUGH FINAL s ' FINAL BUILDINGi DATE CLOSED OUT', y .y ASSOCIATION PLAN NO.. j , Town- of Bafz -stable . . " I2egulatory E6ryices r X�AVPTl�G 1 ulJiL1CJ G,eiier,Director $uilding Division ' ED ham' Thomas Perry,-CB 0,•Bmldiag Commissioner 260 Main Stzi Hyail 'MA a2601 ' �.fawn.barcLstabh.ma.us •Officcc 508-8524038 ,pQ Fax: 508-790-6M' PLAN REMW ZOG Z oD O.3/=o0 Owner- N. - Map/Parccl: ss3o�fF*NY iQosF B uilder project Adr� . The fallowing items were noted.on reviewing: _.�• TFrnNe�� G�,g•�s G��k�c.��Ea• !N �: . ��N��s I,�,�N�N . 2 G ►e A'6 E �'�o l.e)w w C c z►z u-�-�tc o.r.� Ilkws z - Fo c,Lo w 1°l� pDf�T79-i. FAR ME OCIUS-rAW-InoA) A'E6 © �l�tl� ��'s-Ef (� /�1L�OLS�3 �cx.K'I /C� i.�[12:G'•�'� . To' <- /iv i << w'u-mr— � ` Sl- Al—OA [`�anr�S /�oan`' ' 4JlTlf i. �Gi��"D E oF S ►e�LGS L' S : RePieWed by: Z— Y'he Commonwealth of Massachusetts . DeParbnem offndms&udAcmderas Office oflityestigadons 600 Washington Street Boston, MA'02111 ww►t.massgoy/ria Workers' Compensation Insurance Affidavit: BaUders/Contractors/Pllectricians/pl Clam/Plumbers A Ucant Information 9 ' Please Print Le `b NameT(B"r'='W ovindvidnaD: �-Pt �d i Addt'ess: � � a City/Stste/Zip� -_ � � Are you an employer?Check the appropriaR01 ❑ I am a e�loyer with 4. a general contractor and I Type of project(regiured): . employees(frill and/or part-tmme).* have hired the sub--contractors 6• ❑New construction 2.I] I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractor have ' 11 8 ❑Demolition working 'for me.in any capacity. employees and have workers' [No workers'comp.insurance comp,in�„=e.t 9. ❑BmIding.addition . required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3! g all work officers have exercised their 1 El I plum e workers' camp. right of exemption er MGL g repairs or additions p . ce requn- c. 152, §1(4), and we have no 12 ❑Roof repaics - employees. [No workers' 13.❑Other camp,insurance required] t�3 mppIirent that checks box#1 must also fM oat the section below showing their work=,compeasalion policy information. H—owncm who submit this afndm it indicating they=doing all wnrk nd thin hire oat�idc coo$Conhactara that check this box must attached an additi=Ea sheet tlactm must submit a new affidavit ind'ica_.lino such. l showing the name of the sub-coahact ors mad state whether or not those entities have emp Dyers. If the sob-conhaLton have employes,they must provide th� workers'c gip.Policy mmibcr. f am an employer that is proYiding workers'conrpemadon insra'anre.f or inforrrration my employees Below is the po&cy and job site Insurance Company Name: Policy#or Selma ins.Uc..4 Expiration Date: Job Site Address: City/State/Zip: . Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Fmhn to secure coverage as regrured tinder Section 25A of MCrL a..152 can lead to the imposition of fine t t$$1,M a d and/or one-year nn=0=amcrt as wen as civil penalties in the fnml offaa STOP WOPK RDER and pmalties a fine Of to$250.00 a day against the violator. Be advised that a co of this statemant may be Im'estigatons of the DIA for incrmmce cov copy y fotPrarded to the Of ce of er3ge verification. I do hereby certify under the pains and p ej of that the inforrnadon provided ab is true correct FL7 .� -se only. Do not write in this area to becorrrpleted by city or town official own:uthority(circle one):of I3ealth Z.Suiltfurg Department 3, City/T`own Clerk 4.Electrical Inspector 5.Plumbing Inspector erson: Phone-#: R-2-2012 10:06A FROM:6IAMPIETRO ARCHITECT 5095400220 TO:5087906230 P.1 Giampietro Architects 220 Main Street -- Falmouth,Massachusetts 02540 Phone 508.540.7400 FAX 508.540.0220 FAX TRANSMITTAL To: Fax Number: From: Date: Subject: 11"l-V7 ( � NJ FS Ib�F, N C E c -El F F'AANJ Y -Ro sE LAVA E YO l LI S ,A QE a N H 0 Q --n N � � tJ� O fJ3 n r t1 I Fred Giampietro, AIA Principal Number of pages sent including this transmittal sheet ' www.giampietroarchitects.com MAR-2-2012 10:06A FROM:GIAMPIETRO ARCHITECT 5085400220 TO:5087906230 P.2 AWC Guide to Wood Construction in High Wind Areas: 110 niph-'Wind Zone 30 TtrAxY 5 Massachusetts Checklist for.Compliance(780 CAR 5301..2.1.1)1 mA4Z5-ribPAs .Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust).................................................................................................................. 110 mph WindExposure Category.............................................................................................................. ................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story)T stories s 2 stories ' Roof Pitch .......................................................................... .(Fig 2) ......................................... s 12:12 —7 Mean Roof Height ..............................................................(Fig 2)............................................7; ft 5 33' BuildingWidth,W ...............................................................(Fig 3)................................................,2'ft s 80' Building Length,L...............................................................(Fig 3).................................................. �ft 5 80' Building Aspect Ratio(LIW) ...............................................(Fig 4).................................................J SS S 3:1 NominalHeight of Tallest Opening ...................................(Fig 4)................................................ 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).......................:........................I.............. _,_,%—/ 2.1 FOUNDATION Founddtlon Walls meeting requirements of 780 CMR 5404.1 Concrete........................................ . .................................................................................. ConcreteMasonry................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts Imbedded or 5/8"Proprietary Mechanical Anchors as an alternative In concrete only „ Bolt Spacing-general..........................................(Table 4)..........................................,,... S in. Bolt Spacing from end4olnt of plate............................(Fig 5)................................... 6-/z In s 6"-12. \T/ Bolt Embedment-concrete...................... ...................(Fig 5)................................................Z In, t 7" Bolt Embedment-masonry.........................................(Fig 5). ........................................ in.t 15" PlateWasher................................................................(Fig 5)..............................................Z 3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...............I.......r......... Maximum Floor Opening Dimension................................. (Fig 6)....................................................JL ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)...................................................._.3 ft s d Maximum Cantllevered Floor Joists Supporting Loadbearing Walls or Shearwail................(Fig 8)....................................................-aft s d FloorBracing at Endwalls.................................................. .(Fig 9).. ............. .............................................. FloorSheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55) ....................Y4', In. Floor Sheathing Fastening..................................................(Table 2)'..�d nails at (" In edge IL In field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)..........................7 4 ft s 10' Non-Loadbearing walls.................................................(Fig 10 and Table 5)...........................L-ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................&�In.s 24"o.c. WallStory Offsets .........................................................(Figs 7 8 8).............................................. ft s d 4.2 EXTERIOR WALLS* Wood Studs , Loadbearing Walls........................................................(Table 5)............................ .2x'6 -2 ft 1i In. Non-Loadbearing walls.............................................. .(Table 5).............................. 2)� -ZftE ln. Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)................................................................. WSPAttic Floor Length................................................(Fig 11)............................................. ft zW/3 Gypsum Calling Length(if WSP not used).... ..........(Fig 11)........................................... _ft 2 0.9W -4 and 2 x 4 Continuous Lateral Brace®8 ft.o.c...(Fig 11)................:............................................ or 1 x 3 caning furring stripe(a19'apacing min.with 7 x 4 blocking(a)4 I'L spacing In and Joist or truss bays_LZ Double Top Plate SpliceLength ........................................................(Fig 13 and Table 6)..........................;.....:... it Splice Connection(no.of 16d common nails)..............(Table 6)........................................................ q f . MAR-2-2012 10:06A FROM:GIAMPIETRO ARCHITECT 5085400220 TO:5087906230 P.3 • °�� REScheck Software Version 4.4.2 Compliance Certificate Project Title: Griffin Residence Energy Code: 2009 IECC Location: Marstons Mills, Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.faces 135 deg.from North Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 30 Tiffany Rose Lane Marstons Mills,MA CornpliancP,Passes Compliance:3.3%Better Than Code Maximum UA:122 Your UA:116 The%Better or Worse Than Code Index reflects how dose to compilanco the house Is based on code trade-off rules. It DOES NOT provide on estimate of energy use or cost relative to a minimum-code home. Gross Cavity cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Floor 1:All-Wood Jolst/Truss:Over Unconditioned Sped 753 30.0 0.0 25 Wall 1:Wood Frame, 16"o.c. 115 21.0 0.0 4 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 33 0,280 9 SHGC:0.00 Orientation:Front Door 1:Solid 7 1 18 0.350 6 Orientation:Front Well 2:Wood Frame,16"o.c. 361 21.0 0.0 18 Orientation:Right Side Window 2:Wood Frame:Double Pane with Low-E 22 0.280 6 SHGC:0.00 Orientation:Right Side Door 2:Solid 17 0.350 6 Orientation:Right Side Wall 3:Wood Frame, 16"o.c. 235 21.0 0.0 11 Orientation:Bads Window 3:Wood Frame:Double Pane with Low-E 24 0.280 7 SHGC:0.00 Orientation:Bads Door 3:Solid 18 0.350 6 Orientation:Back Ceiling 1:Cathedral Ceiling 357 30.0 0.0 12 Ceiling 2:net Ceiling or Scissor Truss 222 30.0 0.0 8 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements In REScheck Version 4.4.2 and to comply with the mandatoy requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Report date:01/13112 Project Title: Griffin Residence Page 1 of 4 s AiVC Guide to Wood Construction in High Wind Areas: 110 ntph Mud Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)1 Loadbearing Wall Connections. 2 / • Lateral(no.of 16d common nails)................................(Tables 7).................................................... Non-Loadbearing Wall'Connectlons / Lateral (no.of 16d common nails)................................(Table 8)....................................................... z V/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..................................L ft-,In.511' y Sill Plate Spans ..................................(Table 9)...................................Q ft 0.1n.511' �! Full Height Studs (no.of studs).. .(Table 9). ' Non-Load Bearing Wall Openings.(record largest opening but check all openings for compliance to Table 9) Header Spans..................... . ... ..................... ..(Table 9)................ ................�ft L In.512' __ 71..... ..... .... .. SillPlate Spans..................................................:..:.....(Table 9).................................._' ft�'In.512" Full Height Studs(no.of studs)....................................(Table 9)........................................................- , Exterior Wall Sheathing to Resist Uplift and Shear Slmultaneously4 Minimum Building Dimension,W s Nominal Height of Tallest Opening ........................................................I................J2— 6'8" SheathingType..............................................(note 4)..................................................... 2 Vj5 P. Edge Nall Spacing......................: ...............(Table 10.or note 4 if less)........................_Al in. Field Nail Spacing..........................................(Table 10).........................:....................... IV In. Shear Connection(no.of 16d common nails)(Table 10)....................................................... 3 . Percent Full-Height Sheathing......................(Table 10)....................... Z�L° 5%Additional Sheathing for Well with Opening>6'8"(Design Concepts).................... Maximum Building Dimension L Nominal Height of Tallest OpeningT....................................................................... . s 6'8" Sheathing Type...............................................(note 4).............................................;....... 1'i Edge Nail Spacing................................. .....(Table 11 or note 4 if less)........................ 47 In. FieldNall Spacing..........................................(Table 11)................................................._� pbF Shear Connection(no.of 16d common nalis)(TabIle 11)......................................................... IIn. _3 f t Percent Full-Height Sheathing........................(Table 11)....................................................�L7% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. 5.1 ROOFS Roof framing.member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Webslte) Roof Overhang ..................................,................:(Figure 19).............0 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.....:..........................................(Table.12)............................................U=3o3plf Lateral..............................................(Table 12).....................:.......................L=JZ6 pif Shear:.. ...............:(Table 12). .......................................S= - pif ... . ..... . . ... . Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=_(g1 pif Gable Rake Outlooker:..:.......................................(Figure 20)............. ft 5 smaller of 2'or U2 .Truss or Rafter Connections at Non-Loadbearing Walls: Proprietary Connectors Uplift...............................................(Table 14)............................................U= 171b. Lateral(no.of 16d common nails)...(Table 14).........................................L=, Ib. Roof Sheathing Type..................................... ..........(per 780 CMR Chapters 58 and 59)............ ..... RoofSheathing Thickness........................................................................................ z in.Z 7/16 WSP able 2 ........................................................ // Roof Sheathing Fastening............................................(T ): LUG Notes: 1. This checklist shall be met in Its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If-the checklist is met in Its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps.per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%Is added to the percent full-height sheathing requirements shown In Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 In.nominal thickness pressure treated#2-grade. .:CGu�rlerfo ood Coi�str. 1ort, iiHi 1{xi'uicl reas: 110::�ii h;Wind Zone; . :.tit: _ z• _t. .^L; ,�.r r �t1<.r •u_ -A.:..;•sr,+cv.c.,.fir: ,..;.;.:�:y;y,�..p .:+.: .{. .t r ,•1 •O 1i21•1'`h e:: 780'ChIR'53 :hey o.r�:..mom a�i:c s hiu exits. st `r j 4 :..p :. ;. YFto­qwm blb Dand ll ndiocatlohbf• walls heafhm.BandEuildioy Aspect.Rzibo,'�ileterminePdt.dbnt FilthHeight .. 1 3if?fi:'• .AY.+.. " :.f'^ -'S'=5 `r`i. �+"'fi'' 'F::� Shea ti �d ails"aol ine P 9 S !IIOWS:: :;ti'>._UVoo tn1�u nels�h � ;ans tilled 'A :•�'yY'.f �� r {l:Yn (+� JfIN .S�' 81JOtYuS..YN,.�:•.+4.�+<ti.: . ,li oontalom�siall�eau r�ndesa�led#orring .�•4 +r. .:: �,1,.!�y. n_ z t,r m`„*..o Ingle tort'consln`icl3on, ayt�pels fialL a ttachedfobottomplates:and:top:member:of'theAouble n<,-4,1 �late '. ,.i S ,•.-..�.q��$ t.'�1 ;FJ. ,n.> . :';..'`...::c: Iv P. MUWoajory onstw,gy9nipper�anels hall eattached to pe top�nemberof.the:vppe`r_double,top _ .. plate nd2o and joist t#iottomZfpaheliiUppor�ttadhment of:lower panal shall..be-*made to-:band_'oist ;:and oWerattachmentmade#o owest p ateatfirst ioocframing:'::: V. z=Honiontalziailpacmgtoubleoplatesand:joistsand.:girders shall.be a double:row of Sd staggered:at.'+3lnches:vnxenterper. gures:#ielow;i'Vertical:and Horizontal Nailing for Panel Attachment --MEN THB EDGE RESM ON RRAA(IAK�USESd NAILS AT6ba Ir n 11 In III n 11 1a III 11 f 1 p I 1 1I 1 11 I I II 11 11 Ih - 11 11 11 I{1 N 1.1 11 11 •1 ls. 1 11 It 11 O 1 n n � t u it 4 1 Ir ii 1I w It Q 11 i1 (�>� 1 71 11 O At z 1•I � 1 Q t 11 I r g 1 a 11 p ii it {� t 41 it � F It 11 Il 1 It ii 0 1 1 1 11 If 111 1 a U II IJ 11 t i t1o.. 1 • 11 11 11 y 1 • • 11 � I I 1 1 ".�i 1 IJ 1 11 11 ll r•vJl.� If � Y Vr. tJAtLSPACIVGPAN v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment + I: . r I I ' I I K' ' OPTIONAL �r— TWD ROW5OP8dNAR5®4'O.G. f8d NAILS __ STAGGERED:I ROW IN EACH PLATE G c'ox.ORDI — — ' SHEATH/NG d NAZIS®4.O.C•. 8d NAZIS G I-O.C. ALONG PANEL EDGC IN MELD OF TOP t BOTTOM PANL95 I �N ==Tr i 8d NAILS G c O.C. I ALONG PANEL EDGE I I I6d N"L'I I I 1 I TWO ROWS OP 8d NAILS Q W O.C. ORDINARY 5HEATtUNG H I jig 4 O.C.n i I 5TAGGERED. I ROW IN EACH ELT. I 1 I I 8d NAILS G 4'O.C.ALONG EDGE OP PANEL n STAGGERED NAILS AT PANEL EDGES II it I ORDINARY II II. SHEATHING I I 11 11 I FULL HEIGHT'ADJACENT PANEL n. n I I n n 1 _ _ I If 11 I E � qq II' II tl ; I II II I td• n n dM I n n 9 N 11 II 4? n I 41 I j IM A I HEIGHTI I' I 11 Il .0.Vn_.I1 1 I N . rl jj I II II I jl - 8d NAILS @ 12'O.C.IN HELD OF PANEL NO NAILS IN RIM JOIST IN I ST FLOOR TOP PLATE i 2ND M.R. 56LE PLATE -- --- --- --- --- --- --- --- �T ---- ---�---- ——— Tr 8d NAILS G 4'O.C.ALONG EDGE OF PANEL I I• Iry �I i STAGGERED NAILS AT PANEL JOINT5 II I II II (1 8d•NAILS® 12'0:C. 11 II II II' Bd NAILS(@ 12'O.C. IN REID OF PANEL ORDINARY SHEATHING IN FIELD OF PANFJ. I II II I 118d NAILS m I 119 41 O I I � � 3 1 11 II ° mod I 1,1 I I d 41 n n i PNLL HOGHTI I I I I H4NEL WLDTH I I I n ri A n 1 Jl--_-- ---_-1l_---Jl---- --_—_-1L 3'e ANCHOR BOLT5< 3_--_ ___ -----J---- ----L 8d NAIL5 SILL FIATS 3"a95c0.229'GALV.STEEL ;C�j 1� ®4'O.C. PLATE WASHER(MIN.512q _� .� �� SEE FND.PLAN FOR 5PACING 'J �•�� •�'' FAV•NDWT1 bN� .• •"�. OPTIONAL — TWO-STORY WSP DETAIL FOR -- --- Tw0 ROWS of 8d NAnS G 4•O.C. STAGGERED IN DOUBLE SILL PLATE SINGLE SILL COMBINED UPLIFT t5HEAR DOUBlP51LL I ROW IN EACH MEMBER PLATE 're WERS CERTIFICATE OF LIABILITY INSURANCE OEYSEP-01 rDOYYY) DAT!(MMrporYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER(THIS CERTIFICATE DOES NOT AFFIRMATIVELY. OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSU REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. RER(S),AUTHORIZED IMPORTANT; ff the certlticste holder Is an ADDITIONAL INSURED,the poliey(ies)must tN►endorsed. If SUBROGATION IS WAIVED,subject(o the terms and conditions of the policy,cenaln policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endo►sement(s). PRODUCER TO Insurance,Inc, coNTA PO Box 408 � �'NONE 800 723.2977 Portland,M E 04112 AIC e:(877)775-0110 ADDRESS: INSURE A FORDINO COVERAG! NAIC 0 INSURED INGURERA:American States Ins Company 19704 tlft Ra:ACE Amerlcen Insurance Co. 2Y667 Joeys SWIC Service Inc excav �r RC. 81 Cammett Rd Mar3lons M1116,MA 02648 R D R C: COVERAGES RF CERTIFICATE NUMBER: �. THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVEB INDICATED FOR THE POLICY PERIOD . NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO'WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR R TYPEOF-el—p— YEff GENERAL LIABItJTY POLICY NUMBER N n MMIDOIYYYY LOAne A X COMMERC(LLGENERAL LIABILITY 01CI3229132 EACH OCCURRENCE 3 11000,00 3/11/IO11 3I11J2O1I PREMISE E2aj t S 200,00 GETUArmo- CLAIMS-MADE QX occurs MED EXP(ArV one parson) 3 10,00 PERSONAL s ADV INJURY s 1,000,000 OENL AGGREGATE LIMIT APPLIES PER; GENERAL AGGREGATE 3 2,000.000 POLICY PO. LOC PRODUCT6-COMPiop400 3 2,000,000 AUTOMOBILE LIABILITY 3 ANY AUTO Ea�i 'NED SINGL t MIT ALL OWNED SCHEDULED BODILY INJURY(Per poison) 3 AUTOS 14IREDAu105 NON-OWNED BODILY INJURY(Per eceidan) 3 ONO AUTOS E_A_r7DXIXzr— or0 er aCtldlM 3 U101811I UA9 OCCUR 3 EXCESS LLAN CLAWS-MADE EACH OCCURRENCE 3 DED RETENTIONS AGGREGATE 3 "OWERB COMPENSATION S AND EMPLOYERS'UABILITY x $ Al1aT N• 8 ANY PROPRIETOR!PARTNERIVECUTIVEYrN 030P078 4/16/2Q11 4J16/2012 OFFICER/MEMBEREXCLUDEOT NIA E.L.EAC14ACCIDENI 3 100,00 (Mandatory In Ism Iyea datcrbe wdu E.L.OISEASE-EA EMPLOYE 3 600,00 DES�RI/TX)N OF OPERATIONS OskMI E.I.DISEASE-POLICY LIMIT 3 100,000 --------------------- DESCRIPTION OF OPERATIONR I LOCATIONS!VENlCLE6(AtlaCII ICORO 101,AddilbnU Ramona Scluduhk N met♦oca Ia"quked CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Robert Griffin AUTHORIZED RIMISENTATIVE 30 Tiffany Rose Lane Marstons Mills MA 02648 ACORD 26(2010/05) The ACORD name and logo are►eg1 red marks 2oflACORD ACORD CORPORATION. All righb reserved. Clisnfil:ISM 2MEAG11ERCO ACORA CERTIFICATE OF LIABILITY INSURANCE oan,rm„ TlfT9 COR WA M IS 1 UMD AS A MATM OF■WORMATWN ONLY AND CONFOM NO RtbM UFOf1 THR CERTf14CAlE HOLUM TIAS CER7IFICATIE ODES NOT AFF1iMATIVELY OR NEGATIVELY A NO EXTgID OR ALTE7t THE COVERA.E AFFORDEO By'HE POLI MS BELOW.TM CERTBTICATE OF NmRANC!OOBS NOT CONSIMM A CONTRACT BETWEEN THE ISSUMG NSURMS),AITHOR M REPRESENrATWE OR PROOUCETR AND THE C19t747CATIE HOIDIM- UpORTA .If tlm c;rMcete 1;-o a is An ADOfTIONAL TN8MM.9Ts pWWiQes)must fN1 QHdDt eOrl C SUOROQA7TON N Muu1l®.sub)ect tD tlw esrrlTs Drld oondiflons of fho pol t if tart.in pollCWu nMIV m�*dfQ an aderssmwVL A-Ii-nuA on tMs mVGcaal doss not Codfsr Mtft 10 the omSAcnl h~In lieu of mach WW1drftmwdjs)- ►woncel Dow ing a O'Neil 906 n>�-1s�o aoa»s+z+s Insuromm Apaacy 973 lywnough Rd.. PO Boot logo AFFORD"CONUUM I MAC* Hyannis.MA 02001 MaMR :Madonal Grange Nuawd insufanc i:eurloo ..-.---.--- .�DmA s,AasocielDd EnrpfDyars InsucaTxe Timoflpr Meagher D 8/A MWghW Combucflon stltlsrRD: 49 Guildford Road mule 9: CsnleMf*MA 02032 owumms: COVERAGES CRRTVWATE HUMER: TH S IS TD CER""THAT THE poLrAn OF V"pANCF LISTED BELOW HAVE BFFN MSuIE,D To THE INSURED MAMFD ABOVE FOR THE POLICY POWO INDICATED. NOTWITMSyMMWG ANY POWWW 04T. TERM OR COMMON OF ANY CONTRACTOR OTHIIt DOCE^Wff MW RLVECT TO WHICH THIS CERTIFICATE ANY IM 90JEA art MAY PERTAIN. THE W6URAHM AFFOROSO BY THE MUMS OESCAEED HEMtEW IS SUBJECT TO ALL THE TEAMS. EXatt1S10ms AND CONDMOws OF GLK24 POIJCK& LIMITS SH101MH MAY NAVE BEEN REDUCW B'Y PAID CIAIMS- rrPiOFI UNNOA E � Z:m: 13=11 OSf13lM EACHooulR�a" sME RCIAL Goon At LMdLm >t sn0 a00CL'Mms.DE QX OCCUR �e p w )POLSAWALaAw..AA+rGEpJDVkL AGIGAEOAYE 6 000,000 61119iATS UNIT APFUES PER PRO um-,coupm P ABC s4,0K000 . F-INxIcy M Pm LOO t Alr1 11 mam AIMAUTO aomv"ARM(PMpAAmd ! �.. AII.ONHED scmaut" 900RY EAAIRT(Pw s AUrO0 AUTCX3 _ NoNavmw n w>fDAutos Auroe t uowmuA Lw 000:n EACH OOCURREW r $ two"I" oap �rtTYlrnoN s —. 8 cD�°iD0'I WCclf00sa44012811 NJ2V2GIl 08rL4+291 X rresrATu one t Ame wLanw uAmamVill AIM UrhRQ MIA EIEtACHACCIDENT f1000D9 N.r., I Moo N rat DWAM.EAe KQTM s10 000 E .606 H lids E.L DmAm.POUCr u1ST o00 PT TTO boor DEWJWRMOPOPSMATf0r0ILOCATOM 'caftNTH,AIHfYMminam vlll, Imu, ,1rR owarags is limtfsd to Ow lens.corMsoalk mclwim4 ousm bmft lms and andoro n wAs. Nothing ea"kwd in the awfifiesle of bxumnm shah be dean b have af0 md,rairad.araxbwukd the eovwvv Pmvidod by fhs Policy Provinksm. CIERTV!r-ATE HOLDgt CANCg1ATIM SHOULO ANY OF THE ABOM GESCREED POLICE6IN CANCELLED HEPOR! TNe EIMATIDN DATE THOW010. #IOTEE W" IN DELIVER IN ACOOImANCE WITH THE POLICY PaOVKIOne. AUTHORM 01 010111 3 0 O IM 019I 6-MOACOM CORPORATION.All rylhb rrewved. AM 25(MG" I of 1 The ACOM nV"gnd"o Are rvp'tsl mod marks of ACORD 1.81 f _...... _.._......... ....... _.....----------..._..__..._...................... ...._....-- .........---- -- - CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDnYYY) .- 02/03/2012 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Blackstone Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 3144 ALTER THE COVERAGE AFFORDED-BY THE POLICIES BELOW. Worcester,MA 01613 INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURERA A.E.I.0 Eldredge Frame&Remodeling INSURER'B: 268 Pine Street INSURERC: West Barnstable, MA 02668 INSURER D: INSURER E; COVERAGES THE POLICIES OF INSURANCE.LISTED BELOW HAVE BEEN ISSUED TO THE'.INSURED NAMED ABOVE FOR THE:POLICY PERIOD INDICATED:NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE;MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS.SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR INSRD TYPE OF INSURANCE POLICY.NUMBER. D (MID ( M/ V LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY OAMAGETO RENTED $ PREMISES Ea occunce CLAIMS MADE OCCUR MED EXP(Any one person) s PERSONAL&ADV INJURY S I GENERAL AGGREGATE 5 j GEN'L AGGREGATE LIMIT APPLIESPER: PRODUCTS-COMPIOP AGG S i i POLICY M PROJECT LOC I AUTOMOBILE LIABILITY I 'COMBINED SINGLE.LIMIT S ANY AUTO (Ea acddent) i I ALL OWNED AUTOS BODILY'INJURY S SCHEDULED AUTOS {Par person} HIRED AUTOS 8001LY,INRY g NON-OWNED AUTOS (Per acudoJUnl} PROPERTY DAMAGE g (Per accident} GARAGE LIABILITY AUTO ONLY=EA ACCIDENT S, ANY AUTO OTHE%THAN EA ACC S AUTO NLY AGG 5 EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE 5 S DEDUCTIBLE $ RETENTION S 5 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ✓ TORY LIMBS ER A ANY PRO PRIETO"ARTNERIERECUr.WE WC05007607012011 10/0112011 10/01/2012 E.L,EACH ACCIDENT is 100,000 OFFICERlMEMBER EXCLUDED? 100,000 EL DISEASE•EA EMPLOYE: 5 II yyeess desdribo under 500,000 SPECIALPROVISIONS below E1,DISEASE-POLICY LIMIT 5 OTHER Charles Eldredge is covered by the workers compensation policy. CERTIFICATE HOLDER. CANCELLATION SHOULD ANY OF THE ABOVE OEXRIBED.POLICiES.BE CANCELLED.BEFORE THE EXPIRATION. Town of Barnstable Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER.NAMED TO THE LEFT,BUT FAILURE TO 00 SO SHALL Hyannis, MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108) /` ©ACORD CORPORATION 1988 i i i IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on.this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION.IS WAIVED, subject to the terms.and conditions of the policy,certain policies may require an endorsement. A .statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemerit(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alterrthe coverage'afforded by the policies listed thereon, l t I � ACORD 25.(2001/0$) L r REScheck Software Version 4.4.2 Compliance Certificate Project Title: Griffin Residence Energy Code: 2009 IECC Location: Marstons Mills, Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.faces 135 deg.from North Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 30 Tiffany Rose Lane Marstons Mills,MA Compliance: Compliance:3.3%Better Than Code Maximum UA:122 Your UA:118 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or • D.. Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 753 30.0 0.0 25 Wall 1:Wood Frame, 16"D.C. 115 21.0 0.0 4 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 33 0.280 9 SHGC:0.00 Orientation:Front Door 1:Solid 18 0.350 6 Orientation:Front Wall 2:Wood Frame, 16"o.c. 361 21.0 0.0 18 Orientation:Right Side Window 2:Wood Frame:Double Pane with Low-E 22 0.280 6 SHGC:0.00 Orientation:Right Side Door 2:Solid 17 0.350 6 Orientation:Right Side Wall 3:Wood Frame, 16"o.c. 235 21.0 0.0 11 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 24 0.280 7 SHGC:0.00 Orientation:Back Door 3:Solid 18 0.350 6 Orientation:Back Ceiling 1:Cathedral Ceiling 357 30.0 0.0 12 Ceiling 2:Flat Ceiling or Scissor Truss 222 30.0 0.0 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Griffin Residence Report date: 01/13/12 Data filename: Untitled.rck Page 1 of 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor 'SHGC Window 0.28 Door 0.35 NA CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: i Town of Barnstable P Regulatory Services BAMSM= : Thomas F.Geiler,Director .�� Building Division r� s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office:. 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION —7 Please Print DATE: ` l � , 1 JOB LOCATION: 30 y Ln . n Svc,) number 1 street village "HOMEOWNER! i�obcrt �+-� �l n Sag 3&1 210 5 )X 77 12-&3 name home phone# work phone# CURRENT MAUJNG ADDRESS: SGWtt� CAS 060 4— - city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as s_pervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work;that such Homeowner shall act as supervisor." - Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed I Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt r fmEror,,� Tow]a of Barnstable 0 Regulatory'Services yM RA $ Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner 1VIus t Corrjp1ete.and=Sign,'rhis; Section If"Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION � ' Boise Cascade � '�U� ���" � ��" �� �0 3100 �GP Roof Beam�3�01 .... . ~, . ''_' ' -- --_ BCCALCO3DDesign Report' UG 1span No cantilevers 10/12olope Tuesday, February 07.2012 Build 517 File Name: BC Job Name: GRIFFIN Description: RIDGE Address: 3O TIFFANY ROSE LANE Spnn8oc Joe Madera � Cdy,State,Zip:MAR8TONS MILLS, MA Designer: Customer: Bob Griffin Company: Shepley Wood Products, Inc. Code EGR'1040 Miso 12 41 25-06-00 ^ Total Horizontal Product Length 25-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Co Disclosure Poo.Moment 53,036h4bu 85.9% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 7,415lbm 35.9% 115% 3 1 'Left be verified by anyone who would rely on Total LoodDeO. U256 (1173") 70.3% 3 1 output as evidence of suitability for application.Output here based L�oLoad Dn8. U418 �72l 57�Y� 3 1 on building code-accepted design '�������� ^ Span/Depth 167 n/a 1 properties and analysis methods. Installation of BOISE engineered wood `mAllow mAllow products must"""'accordance with ou,��m�m|anvnovmoamu noamn B i � ",p�= -- '' building codes.To obtain Installation Guide ov rvu/ 3'/'2 x5'/'* 8.62' ."" ."" 62.6° Unspecified" o,ask questions,please call 131 Post 3-1/2"x5'1/4^ 8.627|bo n/o 62.8% Unspecified (8o0)uxu-0noo before installation. Cautions 000xLmmonrnAmsRm »un"° � BC RIM������o�mv. m For o m momoewn m m x � � mus tinstabilityALUO�T amosauuL*m"°.SIMPLE FRAMING will not occur. Mm vsnS+ VERSA-RIM For roof members with slope(1/2)/i2 or less final design must account for Rain-on-Snow pLum@.vsnSA-n|m@, vsRa/�aTnxwo@.vsnox�Tommam surcharge load. . .. trademarks vr Boise Cascade Wood . PmdvomLL.C. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code.minimum (L/240) Live load deflection Fastener Manufacturer: Tm � aoLnhm) ' � . . Page 1 of 2 . .' , | ' i ZV Boise Cascade Triple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam\131301 BC CALCO 3.0 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, February 07, 2012 Build 517 File Name: BC Job Name: GRIFFIN Description: RIDGE Address: 30 TIFFANY ROSE LANE Specifier: Joe Madera City,State,Zip:MARSTONS MILLS, MA Designer: Customer: Bob Griffin Company: Shepley Wood Products, Inc. Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for T . . . particular application.Output here based t C on building code-accepted design properties and analysis methods. • • • Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable e building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 14" (800)232-0788 before installation. b minimum =4" d=24" e minimum = 1" BC CALCO,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARDT"' BCIB, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM,SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 I I N/F white MossCRtp2 e is ASSOC REFERENCES: Assessors Map: 031 N84'39'11"E ;i Parcel: 004071 114.93' Certificate # 161944 _ -_._ -- ZONE: RF \ Setbacks: \\ \\ Fron t: 30 \\ \\ Side: 15 \ \ \\ Rear: 15 \\ \\ Lot 27 \ 0 NLot 28 o o 23,249fsf LO Proposed a a co N s 1.6' `\ Additionel \`\ 6 \ N \ J a o \ \ N \ \ i Z \ Cellar Entry \ \ 15.6' 6' e \ N o \ �o edµ #30 8 38.�\ C� \ 1-112 Sty / Bit \ ` w1f Dwelling // \ Drive O I064\(,9 > \ Pa Elec \ \ Tel Y Hand Pe d Hole '— N8776'57� ` Tiffany 50.37' \ \ \ Coble w � Rose Box `.%NOF 414SS \ Lane r �Qa RICHARD R. CHEUREUX' P NO. 34312 c °�� PLOT PLAN At 30 Tiffany Rose Ln BARNSTABLE Professional Lond Surveyor Da e (Marstons Mills) NOTES: MASS, DATE: 161JAN12012 SCALE: 1"--30' 1.) The structures shown were located on the ground 0 15 30 45 60 FEET by conventional survey methods on (or' between) dote(s). 071DEC12011 & 14/DEC/2011 PREPARED FOR: Robert G Griffin 2.) The property line information shown hereon was 30 Tiffany Rose Ln compiled from available record information. Marstons Mills, MA 02648 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C783g1 FIELD BY: WHK/MLL (508) 420-3994 / 420-3995fox i orj Map &c3/ Parcel 7, 0` Permit# der f* House# Date Issued d(0 Iq _ Board of Hdalth(3rd floor)(8:15 -9:30/1:00-417k1,1119 I o . ee 3l.dG nse tion ffice(4th oor) :3 - 9:3 /1:0 -2:00) K la i g ep .( or Sch. 1 Id 2 &DE V cEPT6C SY •EE efi ve P prow y lanning Board 49 INSTALLEDNCE TOWN OF BARNSTABIAVIRONMEE AND Building Permit Application TOWN REGULATIONS Project Street Address 30 ^Tt n IJ zh" OSe Village "t"Virs4ans f' dks ma ..DZLv� '� Owner Address JQyyW_ Telephone , (] - Q� //__ /� � Permit Request �i7i 5� (J257bir-S C1� i S�i�9 �(J�fln/Stia CG'T First Floor 7&r square feet Second Floor 7(0$ square feet Construction Type L -7c1 • IZ r0 2 _ Estimated Project Cost $ _ 10, O000 Zoning District r- Flood Plain NO Water Protection Lot Size Ili mot_ + Grandfathered ❑Yes ❑No Dwelling Type: Single Family A, Two Family ❑ Multi-Family(#units) Age of Existing Structure 13 r'S Historic House ❑Yes 4,No On Old King's Highway ❑Yes JQ No Basement Type: ;4 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 80 Number of Baths: Full: Existing_� New_� Half: Existing New No.of Bedrooms: Existing New =11 - Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: 00as ❑Oil ❑Electric ❑Other Central Air ❑Yes IXNo Fireplaces: Existing New Existing wood/coal stove ❑Yes 00 Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) None Shed(size) X 12 ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes gkNo If yes, site plan review# Current Use psi az' �0L,) Proposed Use 601 W-<— Builder Information Name 41IN&A C-N 14% eJ Telephone Number Address License# I Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,44)ZJ1%hf�� DATE ho /9 BUILDING PERMIT DENIED F4 TftE106LI OWING REASON(S) T FOR OFFICIAL USE ONLY t �r PERMIT NO. DA'fE ISSUED � MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION !S FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 5 FINAL GAS: RO�OU6 FINAL � m FINAL BUILDING 0 A I I: S DATE CLOSED OUT tT ASSOCIATION PLAID LQ�'.O. i Al n t Ioor- ii o -14 xr� I lr s I C� c1Gfd w44- sya z h ct fir. r � J \cr. MAScheck COMPLIANCE REPORT 4( 7 �i Massachusetts Energy Code Permit # MAScheck Software Version 2.0 Checked by/Date . CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 11-10-1999 DATE OF PLANS: 11/10/99 TITLE: 2ND FLOOR PROJECT INFORMATION: 30 TIFFANY ROSE LN COMPLIANCE: PASSES Required UA = 123 Your Home = 119 "� . Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------------------------------------------------=--- CEILINGS 816 30.0 0.0 29 WALLS: Wood Frame, 16" O.C. 745 11.0 0.0 66 GLAZING: Windows or Doors 60 0.400 ._...24 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has- been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 78OCMR 1310 and J4.4 . Builder/Designer Date r- "C .:f mi MAScheck 'INSPECTION CHECKLIST Massachusetts Energy Code ` MAScheck Software --Version 2.0 - 2ND FLOOR DATE: 11-10-1999 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-11 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.40 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location _:, AIR LEAKAGE,:- Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with - a 0.5" } clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed i ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. r DUCT INSULATION: [ ] Ducts in unconditioned, spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used .for fibrous ducts. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] - Thermostats are required for each separate HVAC system. A manual . or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4.4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids .below 55 F, and circulating hot water systems. . ----NOTES TO FIELD. (Building Department Use Only)--=---------------------- �� w' �, ' �� �� �� � �� �c � �� sf . ADDITIONS OR ALTERATIONS If locate North of Route 6- any work visible from outside- needs approval from OKH In Hyannis - If work visible from.outside- Check to see if it's included in the Hyannis Historic Waterfront District- if so it needs approval from them APPLI ATION PACKAGE MUST INCLUDE: Map/parcel number Approval Si s from: calth onservation(if exterior work) Tax Collector Treasurer If ZBA relief(Special Permit or Variance is required for project: Copy of ZBA Decision Documentation proving that decision was recorded at the Registry of Deeds w/in one year of ZBA decision date. -eet address L� er's name & address r' rmit request - full description of proposed project(U-value of replacement windows if applicable) �t e footage -proposed project Estimated project cost Complete Dwelling information for Assessor's Office adder's information Signature t plan N "x 11: or 8 "x 14" laps with foundation, floor an, cross section, ` 4 sets of reduce (8 5 )p ..�_,.,_. (� aming schedule & smokes Wme Improvement Contract 's Affidavit orker's Comp form must'include: Insurance company's name & Worker's Comp policy number Energy Compliance Form Copy of Co truction Supervisor's License &Home Improvement Specialist's License OR omeowner's License Exemption Form. Fee CHIMNEYS Need Home Improvement License No plot plan required PIERS & DOCKS ONeed.Construction Super license AND Home Improvement License Owner cannot pull own permit 2.1 q-forms:permits I rev.9/20/99 The Commonwealth of Massachusetts Department of Industrial Accidents VHS - -- Office offnyestig,9ff 600 Washington Street ...... Boston,Mass. 02111 Workers'•Com ensation Insurancce Affidavit name /36 AAN 6.11�7�//) location t city V" Q'Skn S I /� �� ' �' r ohone# Lam a homeowner performing all work myself. ❑ I am a sole r rietor and have no one working in any capacity ❑ I am an emplover providing workers' compensation for my employees working on this job. comonnv name X. address: city phone#: insurance co. policV0 ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city' phone#. :;:..;,:.::.:.::...:..:: . :. insurance co. company name: address: city- phone#• inuarance co.. ;::..::.,:.;..;>:;;;;:.; . 152 can lead to the imposition of criminal penalties of a Me up to 51.500.00 and/or Failure to secure coverage as required under Section 25A of MCL one yea"'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of 3100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do herebv certify un r the pains penalties perjury that the information provided above is tru'- d eorr et Signature Date - Print name Phone# Edtyortown: not write in this area to be completed by city or town official permit/license a ❑Building Department ❑Licensing Board esponse is required ❑Se alth eep rtm n❑HealW Department phone#; ❑Other*9SP1A) Information and Instructions ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees.1 However the owner of a . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants • Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain'a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which mill be used as a reference'num_ber. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of IOY8SflgatlOns 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 The Town of Barnstable i yguvriat r' i 'M Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissions For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: Est. Cost 10 G�`%C7 Address of Work: Owner's Name I'l 0A At't ��►n Date of Permit Application: » I lD Lc-tq - I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied _Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE H051E IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGZAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner- Date Contractor Name Registration No. OR Date Owners Name ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X$55/sq. foot= GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH square feet X $20/sq. foot= DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= O , 000 Total Estimated Project Cost (D o00 g990915b ttt 367 Main Street,Hyannis MA02601 - t� 1eS Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commits:: HOtitEONVNM UCEMSE FXEMMON Please Print DATE. 11 Co 9 JOB LOCATION: I Ff�rN/ f36 C_Y) IyIQ�3U0/t S +M1 J l� D 2 t'o +� dauber s� village -HOMEOWNER: �0 9 r���,n q26 06,37 7 7/ 2!'3� Came fusme Phi d work phone CURRENT MAWG ADDRESS: cA dS 0 atyitown state zip code 'Ihe ctnient exemption for was extended to include ownerwae=ied dwellings of six units or less and to allow homeowners W engage an individual for hire who does not possess a license,sided that the Owner acts asetvisor. DEFIItJ1TI0N OFHOMEOWNM Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-fatnily dwelling,attached or dtHached structures accessory to such use and/or farm suucmrcL A person who contracts mom than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official an a farm acceptable to the Building O$Tcial,that helsba hall be reseonmble for all such wcrrk*+CCf=ed under the lniilding hermit. (Section I09.1.1) MW=damped"homeowner'assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,roles and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said pro as requ' iLS. Sigaamte of Homeowner Approvai of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNMIS EXEMMON The Code states that -Any homeowner Performing work for winch a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),iravided that if the homeowner engages a person(s)for Men to do such wow.that sw*Horacawea shalt as as supervisor. th nsibiiities of a supervisor(see Many homeownw who use this exemption am unawata that they cue assuming B P Appendix Q.Rules&Regulations for Uansing Conduction Supervisors.Secdw 2-15) This lack of awareness often results in serious problems.paracciariy,when the homeowner hires un iceased person. In this case.our Board cannot proceed against the unlicensed peaon as itwodd with a keened Supervisor. The hoareowner acting as Supervisor is ultimately rmponsible. To ensure that the homeowner is fully aware of hLJher responsibiii&L many comities Mqu'M as pan of the permit application.that the homeowner cmtify that he/she understands the rssponibiiities of a supervisor. On the fast page of this issue is a form currently used by several towns- You may cars to amend and adopt such a formicestifrcation for use in your community. Q:FORAIS:EXEMP'TN ofTMfi� TOWN OF BARNSTABLE Permit No. .3.0608...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash .... '�iourR HYANNIS,MASS.02601 Bond ......X.. CERTIFICATE OF USE AND OCCUPANCY Issued to Greenbrier Corp. Address Lot #28, 30 Tiffany Rose Lane riarstans ilills, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. June 19, 87 I ................. .................... .......... Bui lding Inspector a TOWN OF BARNSTABLE _ BUILDING DEPARTMENT TOWN OFFICE BUILDING � rua 9 i639. � HYANNIS. MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: (�a-/g-g'7 An Occupancy Permit has-bbeen Isss'ued for the building authorized by BuildingPermit #. c „©U_/Q5..?......_ .............................................................. ....._.......... .................... _ issued to ............ .... ........._... .-�f!�..... .1......... ............................................. _..__ __ �..._.............._..... _ . Please release the performance bond. TOWN OFuBARNSTABLE, MASSACHUSETTS BUILDING PERMIT' 31- UG4 •10-031-005--Oi2 �f (��ln `U06 DATE Il�.)1' i ; 19 <, i PERMIT 1 C/!)11 APPLICANT GroL:nbrier (.'72Z1). ADORESS j�• 0. !�l):: J10�CG'1'lt:($f•y�i.Li:: �00139 / (NO.) (STREET) t (CONTR'S LICENSE) + 1 liui I d Dllo- iliCJ �j�. C'iC: T aI`1_i..1;' I)Wc'sl ll:; .NUMBER OF PERMIT TO ( i• ) STORY J �•.•, f gN,WELLING UNITS (TYPE OF IMPROVEMENT) f� NO. (PROPOSED USE)* ;Jot t;Lv 30 if:itai,,v I L,a !.�c9?:I;9� i,;:di:Ci ?' r ZONING AT (LOCATION) _ l j ii'11'ls DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) -7 REMARKS: Je.vagG f�8 / 15 0 AREAVOLUME 76 EiCa• �.. f'�� (I0 J . ��U PERMIT Ol . :JU ESTIMATED COST FEE (CUBIC/SQUARE FEET) , OWNER -- J-- "� •~'. /;�� i 15, l. 1.v_1J.G BUILDING DEPT. i / '�{.v ',,:S_...� ADDRESS BY / r � THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED 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 OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS . ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IN IRE INSPECTION TO LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2. 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 (j�, i- Q BOARD OF HEALTH . J . WORK SHALL NOT PROC D UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE I TOR HAS APPROVED T VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SI.d. MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTENCONSTRUCTIOt PEWMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. i J 1 Iv • r_tJ =C - f ,y Lo-r Z8 r 2 3, Z48+S.F. t �o Y 'p 13. Yro 55� . � r }� V. 1 so.oo z I CERTIFY THAT THE I Footi/1_—n�./ i SHOWN ON THIS PLAN IS LOCATED ON THE GROUND s" °F R9assa ` AS INDICATED BIN ryG� W. , ILCOX A N .3 9 ? ,97 11 ATE REGISTER-ET iVO S RVEYOR LEVY & ELDREDGE ASSOCIATES,INC. CLIENT . CER-TI FI E® PLOT 'PLAN ENGINEERS - LANDSCAPE ARCHITECTS JOB NO. 2 . PLANNERS- LAND SURVEYORS DR. Loy &&- T FFiqI&(285g L40`5L IN S 889 WEST MAIN STREET CHKD.BYt_,_.,,.., CENTER ILLE, MA. 02632 SHEET—LOFL . , SCALE+.rL/ pATEs 3 8� • 1 •fir. 0FE/J o -� iO 41 \ � toy Ao��_ o . • /14� � � Lo T 2 7 . Lo-r 2 g N 2.3� 24$ 5. Qom\` w7bup kit Q PAN sPAc,C. /a t -TI FFfq N N ROSE I t 1 I LEGEND EXISTING SPOT ELEVATION 0 PROPOSED SPOT ELEVATION J)y OF ������ of EXISTING CONTOUR ---0--- ��P� MAssq `` PROPOSED CONTOUR 0 P.moo`, A U L �yG RQBl�I NOTE: THE LOCATION OF ANY UNDERGROUND z /► rn o It- SEWERAGE,WELLS, OR OTHER UTILITIES SHOWN ON L'E V Y THIS PLAN IS APPROXIMATE ONLY AS DETERMINED ,o pNo:10050 O Q STERN° �J� FROM RECORDS AND/OR VERBAL INFORMATION. FG/ST , yq� LP��SJ THE CONTRACTOR IS RESPONSIBLE FOR THE E VERIFICATION OF THE EXISTING LOCATIONS IN THE FIELD. BEG IENGI WIgR AN SURVEYOR LEVY a ELDREDGE ASSOCIATES,INC. CLIENT S -PROPOSED PLOT PLAN ENGINEERS - LANDSCAPE ARCHITECTS JOB NO.Ild 9 2- .PLANNERS - LAND SURVEYORS DR M '� OT'Z8 TF��'yV SSE G4N� a . BY f — � IN 889 WEST MAIN STREET CHKD.81(=.._ r4�eiV �3,CE� M.9 CENTERVILLE, MA. 02632 SHEET-J--OF? SCALES ��� DATE s 9'7 .r''. • ate`. _ _ _ _ _ _ —_._ /Y07E /F EITHER 7AleSEP7IC TANk OR 20 FT. M/N. LEACH/ivG P/T AN& MORE THAN /2"QEL0JV - 4�o/q GRAOE� � 24��/AMETEK CONCH C7, = COMER �O /y//V. Sc�,rEouLE 40 SNALL B.E BROUGHT TO 6/fAOE.�AN EXTRA CONCfre�.E PVC. Aii!EAVY CAST /RO/Y CO//ER SHALL &3= USEO /N. P/TCN COVERS DR/VElNA Y O�+OL` CO✓ER CLEAN .SANO ?*LAYER . M OF r vice- P/PE /000 GAL. v • o 0 ;WIN.P/TC// D/ST, ' I• • • • •• • o .4 yy/tSNFD S7?7NE PC/t J'7. SEPTTIC TANK • • • • • • • '6 o . ` BOX n a o iI 8► • • • • • .•o. , • .• p I ••EFFECT%✓G' • ` . �r :tij • too DEPTt/ • • • • • o WA5NED STONE /Six2,S = 37754'PO 9a II . • . .. • Op p = 113.D G PD ► a. e • • . • • • • t • p ••p PRECAST SEEPAGE a :op • • • �. . • • • • ' .eQo P/7OOR "L//V. IIVY,,R^Y EL EVAT/ON S prr CIFPJKf�'r�4q o,s c,P 0 INYERT AT O!//L.D/NG /04•704 FT. G FT /INLET SEPTIC Ti4NK /V¢ o FT ��FT. 0/AM C SEE TABL/LATJON� OUTLET SEPTIC TANK/�FT. INLETO/STR"40b7/ON BOXI 056 " SECTION OF GROvNO NG<ITER TAaLE OtlTLETDI STR/6UT/ON 6QX/O3 /d-FT. SEJ�AGE O/SPASA L SYSTEM I/yLET LEACH/MG /SIT /Q�70FT. 7AQ(JLA7'I0N LEACH/!VG P!T OIMENS/ON A�,3 F7 SALE . %�" _ / -Ow DES/GN CRITERIA PINA 510AI /VU.448ER OF BEDROOMS aN�' SOIL LOG D/MENS/ON C FT. GAR6IAGED/5P05AL UN/T� SDlL TEST TOTAL E3T/MA7--0rD FLO.Av-0 GAL./DAv SO/L TEST #/ SOIL TLCS-r**2 NUM8ER OF 4-ACHING PITS / f,Er4ZW 167. 7 r.ELEY, ,DATE OF SOIL TEST S/OE.LEACHING PER PIT �SCr! �'T. I� RESULTS h//TNESSED BY p�-�' ToP f e077"OMLtvAcHlIVG PER P/TZ&3_SQ. FT SUgso«, PE?COLAT/ON RATE,*/ MINI/INCH TOTAL LEACHING AREA SO FT. PEkCoj-A'�'"/ON RA7E A2 MJIV�INCN RESERVELEfiCH/NGA SQ. FT. 2—`���2� GIN£ Ss}-Nn -�H OF�yAssq Q,A U':4 cys GLrCPA . F A. e E v X sstNp Z-07"28- -TF.�5jAjq' itJ� p No.10050 O Q ,� �� { A�o�Fss/STE �`�` E ees LEVY & ELDREDG ASSOCIATES. INC. ON L 4.7 WEST MAIN STREET -Xg� NG GROUNp WATL=R ENCOIJ/VTFREo E't/ENT:���E�/S�l DsiTE' Z $7 {l GROII/VO kv,4-r.--4v /7T EL.EN. ✓09 NO. SHEET�OF' 2 Assessor's offioe Ost floor): - _ �,. CF TM E TO Assessor's •map and lot numb ... 31....... �.d..�.1J '"..6, i� t � Q•. �♦ Board of Health (3rd floor): ) - -'� 10 COMPLIAN Sewage Permit number ....r .7-./.u�t>.....�;. ................... WITH TITLE 5 Z BAUSTADLE, Engineering Department (3rd floor): r..;1INRONMENTAL CODE A 1 339 House number ..........................................3...0................... .y TOWN REGULATIONS APPLICATIONS PROCESSED 8:30-9:30 A.M. PdA'1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....... ,/� TYPE OF CONSTRUCTION /(,, ......:. .; .. ........................ .......................... ......................... ?�......... 9. -� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby.applies for .a�perrmmiitt according to the following infofem}a5tion: Location ......... ProposedUse ..... 1.AJ ........ f .I..C/...1...................................................................................................... Zoning District ...... ............................. qn TT ,,ll �/� / ........ .... .......................Fire District .....Iy•`��..I..�NS. i"J..Y.�.. Il A �f f \ r ) Name of Owner � / � .:...... � P...Address ... .:...eox...5rol...aA) .4�.1 Name of Builder .....6 .6.........................................Address. ...�T..I.(..!.k.tr.+........................................I................... Nameof Architect ..................................................................Address ...............................................:.................................... Number of Rooms ....6..........................................................Foundation .��.L/M ........0 Exterior 01C.. �N �.4/ ....•-!.....� !.!.L./.......Roofing ....... � t'1.. .L.Ci ..... ...................... Floors Interior .....1..!V.. `,... ...... !.l.lti. .. L� ............ :....,.�ll..0 r.C�J../�D ,! ................................. Heatinga.1. .......�'J..,¢-...... ............/..............Plumbing ....... v !�Fireplace ...... ... �.................................:.................................Approximate Cost ..........�f�..�..'..�.:.®.................... Definitive Plan Approved by Planning Board ---1-7Z 19 Y,,/ . Area V s .�. ... . Diagram of Lot and Building with Dimensions . fFe€� r SUBJECT TO APPROVAL OF BOARD OF HEALTH l Zl1Cy X �2 � C c� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of'Barnstable regarding the above construction. Name ....Alv��...4...c. Construction Supervisor's License ....1JId./.. ...1..../...... GREENBRIER CORP. 30608 1< St_ory No Permit for Single Fami_y Dweii ng,,,,,.,., n Location ..z'�.`.:... 2.8.r......3 Q....`h f an �...i.V.�se Lade Rsarstons Mills ....................:........... ................................. Owner ....Greenhr�er...Carp...................... Type of Construction ......FtamE....................... ............................................................................ "lot ............................ Lot ................................ April 7, . Permit Granted ....... ..........................:...19 8 7 Date of Inspection .........................:...........19 Date Comple ed ..��...b. ... .......19 i i 71 C*N 01' 107L, - rl - - i I -f `•1-y � T J7. , I -•S lY'l t -f-�fi�_ 'xe • _ — i - ,