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HomeMy WebLinkAbout0009 EAGLE LANE � ���� �ti� f --- - - - -- ---- - - C M ��F C•�'' �?.tad hh � ;..n ..0 1 !hn f� 8 "'�_ 'mil// �3 P 4 ' 17 7,52- �T o /�61� . /DES lug nCT� -SL. 4 , ......__ nS .� lSr elr Gal/Y�%ti/ 7"f{ apt`" of 44f -lan/ JAMES G. o A160n1� -' Nc.33253 ss lwvl . 3h 7 mot' " Town of Barnstable Building Department - 200 Main Street RARNST"LE, * = Hyannis, MA, 02601 9 MASS o 49. 1508) 862-4038 Certificate of Occupancy Application Number: 200902732 CO Number: 20100018 Parcel ID: 002002040 CO Issue Date: 02116110 Location: 9 EAGLE LANE Zoning Classification: Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: COTUIT Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: 02 Building Department Signature Date Signed kNSTABLE IKE fGWN OF BA ildin , 94 W, " T", ne INC 1E• SL'dJ js y, .b' EN,Y 5 4 w� ��Yi. ,�_,.eF_r�',�. n^ ^' Pt 6'nai+6.T pt_ k44p�' SYY�.v x 4 k9,L.. .d s% 1 i� bg �„e�i9`-''�i "i„�.1.7_1�.. ::%.,6' ✓ 4.i�P,_a 4i:S:J:" .B,, Y�:��.A_.,°ll UIT ADD ��� i � '�r` ROOM f 'N! P E11 :..5 HOME ; -f d \NOT J I $ F "3' ti 1 ..-�_ r�_`Y., �. x.i,e�_r. � .F ..:Yid E s.�,. ��..,.. ; a I.,f_'�-a.�.:� �� ,�:�C;� €���R��.�,T�:s'a��J'^;�"�;;�KEPT!��.�`�<�;.ry�r;����_�b.x5A.L " �i)< �q F ?' k � :aa �I ,s � �' 22 � .1T 1 BdN_ w � )l;v ice;r on.Rocord: r `L' Jl_.EQ T !'}�,O 9 q � 1�• 7 N�r� .s. r r-. Q �,.>J 2 r.��;l,l s s-� h,;r ..e,6s k-.a l<�..,.. SlUI JI)INi._e.Op�,F1�.�._�..,. A.�'.��BE 4`'..,�li,-v..�T ED. �..,_��B 1L A.y NA—f :ac}r s P'll� BOX 95 I'kSPE ICO ;HAS HEM N MADL x i ;• 2 k'7 y, ¢ S .2 u: 'y to C'1 i.i'u' rf i1f s3u uag e ssu 'v t L is .� �. n:, x 'F';,l? l--- 11F1§ ^.t'1`Stt';....t=3"T.Jt."Cl;E.15"; .N 1s�"6.'fC '- _e..I f.� Cx� kd j t yrr.;�ti \i�S'":'.;� J4..L-Y. td. �',s;rY�.C.^jTJ .il?�.J,e.sC�9.P{✓Yrl°.?. .�4m 1P ,S. S_r_ ...'r.' i. o�At '-•f'u ,.E <!'`+,1_ .f t ,ev,.rilt4 .{ ,rS1 P mil. -i YS E x _£E:!- ,vp -�..', ..r.,n r �A ti 2 „+ 'v :;i e'C3 - v c-pf r -� r- a x f" r �'� ?�' i r `F:. l ., ✓K AU . 0 � .4 .7� s DEPM4-'u \1 It S) P 7 5- { _ as ia... 1 rat t �F FS 2� ail! t o r ' Yk �t14 R. i K', .,. S T r.--, ......F �,m...a,..,.......�.,0,.�.t.6 .� . _ �ttr Mr n n s r f g LfC-. 3 , � I�� �L�` t �,}Lpr('_rile-rM. �..a1.:UP.r A'-,-°'6iS°Fr,".7,01-Jv BQTTMED is?3P:.ALL r+_,O'?:.', :,i:..0t''W.s,.l:t'X: - 'rXEari EEC T'' .-S-P `T :Z LEVEL ,_l _,� it--'s-I UNT S ":..°2:ALL s.>a i. h?,��Z3�L'V�.1 a '?Alr'l Y .i-�:�, ,,_s�(?f�1 � _ .�Y , ;�,MST.s. ...r;,.i >✓�"t!_, �rtil_:L,l., V;.r�in c1,1 ;,tTS r iv 1r� "iTC3'4 s i'' ?s''�i3;i1r'LtiiI? s-. , �t€? 4 PR.O.?,TO Sou iC1,11"RA '�E..DY TO_.A';H; - W3 ERE,APPLICABLE,SE.rAh.:'4TE PElL,,STS ARE REQ?:I':v. t^`17. ANY-aMP0:;i UC AJ,;'NS F.,tLL ...JiCI IS. �P�C�I�'k SY1i�E,l,taf11 PROC,E,r,I3 i d'at., it li4.a:�l�P.5 S.t.h l fS.i�47.I .I,�A3- rF @ "lii6. STAGES OP CON,:} e. ..Idf3d. D..tg E THE PERMIT IS ISSUED AS NOTED PMBO -'. P1 MrS`QNTS.,OJi 411 1'R/s#�_�E��N v`trIT {rCYT�',Eoll 1-1,,:a. 5 1 .�i°t.f:A b(--iRS 'SOY N Q v O 3„ h,�rT FUND( {, '' R, ' 7 x s • -. 1 � r�r�v�;;f� ,x.t t l.x '_��_r�.'a a�' �:�<�. ��, s<9�c�t� ,.rl!s?. �E. . 4;,.:..': ; �'Y s T3�.ro�,�� a1v��•�x?� �€( .1 f"" a,. a� V .: E FIILiI INSPECTION APPR a L F T :'ti B 12 Fire Dept rer: rf Health 8 6 yt T Adow ,s1 C � BLS6' 11 dl n 1k3ti3l ,i �� issweFhtc: 07l71€I ermi 16 •` Applicant: i3r` Si} �,:F ( lI_.�)�iv , !NC Permit Number: B 20091163 Proposed Use PO i c+,rTiA(i Y iDEVE i?PAIIL E b INTI-). /04110 T'xi�l=at:tin Date: 1 0. ,� L ocat.10'a 9 EAGLE LANE W ci?'11ng Dist°-ict� Perr.:ft i ype. NEW ST-IGLU_FAMILY MIL Y A!r A CITED '-M.ap Parftl 0,02002040 Per; sit Free 1,091.40 Contractor A'Y"Sfl)E.;13C;Ii_i)TNTG,lN`C %i�ias e Ap Eec 's 00.00 License-T�TTxm 005645 Est.Construction Cos, a 2114,000 t APPROVED PLANS AICTST BE RETAINED ON jQB AND C ONSI'i:'XT 3 LIEDROOIN-•i 2 BATH Wi'i'ii 1 rI`A'F"CHED THIS CARD i_23fi;y't''`E KEPT POSTED UN'I`Ia_FA*lI A_L, 2_CAR GARAGE INSPECTION HAS BEEN MADE. WITERE,A CF,Li.TI IP.".A T Y:.OE ,�,.,tlE_,fdCY;I P.F,d�t.'1..RI;I , ��C-14 Owner an Recora. COTWT EQUITABLE HOUSING U,C BVIL.I:ING SHAM,NOT BE OCCUPIED 1;NTIL N FINAL: dies: 1)O BOX 95 INSPECTION HAS Bl EN MADE. i CENTERRVIilE,11A 02-6 i 2 .t. 1-174 S ;:P.lq. :7viP E;:ter�d I),:: Ra✓ - Bl'sildi g P�r:nit isSL!t.t�s IRy: ..A��� ....e. __ s'' .� ii? �.._,N, iLYS � 1Rlf,t-TTO()1 .:Ti'YANY`.STRFET,ALLYG°kSIT c,�i!Alk, R:r1�Y r�[w? !Ia,hT(�r,.�4``i1LR .�/IPi R.A:R€ Yt I?;PERNIfiNLT FLY. v''t.ROA HIEIAEE .ITS ON PUBLIC_FT'�t..Y,hT�J-:Sg'E<<f 1C.�La Y PERINTITTEED U:^r'I)_R1 rlr Bi Ira.,._OR is LL,I ORA^ES AS ti,V`?;LL AS, DF:P?H AND LOCrl1"ON CT'PUBLIC SEWERS MAY LT,C OB AIN D f'RO N� THE,DEl R 11'ENT OF PUBLIC WOI: I S. dF (55 ;r3,NC r�i�."rfSPEi��tl. �?Sr4{)�??,EiF.<15�:'�"1I :Ai'PI1 y�1.`i?R01,,Al ETC 1vtaTI:3LSCEF,�i' ..4£'?iIr.ALkt.�,' CL'a.'. 1T_It� 1ttF,'FRTC?afi.T , NE UM.OP FOJ(JR CALL FNEL'ECTIONS REQ-1 IR.F..D FOR ALL CONTSTRLTC T ION WORK: �GUTN�+..r°TIO OP 1')C I IIvTaJ. _ : `rL1� GL T' I LEf.LLrIT( PL:OSES;vlUS1'BET"NSPECTED ATTHF THROAT LEVEL BFF€ R� fIRS iL 1 /Ist.I G'&PLUM iif,N T INSPECs IONS TO BE COMPLETED PRIOR FRAME INSPECTION. `7�'iO �TO COVERING i'f U!CTJRAI_.MEMBERS I(R ADY`O LATH). i''AL:INIISPECTION:BE,FOIIE JCC FANCY. PR.�=;APPUCAT LE,SEPAR_A T E i-ER1`✓Ie ARE REQUIRED'FOR EI,E TRIr,tAi,_PIAJ;IMBING A\ND MECHANIC AI !NSTAL L A,SONS. a PF. S ALL'NOT PROCEED UNTIL HF.LNSPECTOR HAS APPROVEDMiF IARJOUS STAGES OF C;ONSTR[.Ci ON. R'_'�IFT WILL I:BECOME NL.3.F l, eVND VOID IF CONSTRUCTION WORKIS NOT STARTED WITHIN SIX MONTHS HS OF I E;,'`HE,PEILM-1T IS ISSUED AS NOTED j.0O %E. ',NS CONTRA C:'LN'I ,WITH UNREGISTERED CONTRACTORS Do NOT HAVE ACCESS TO LsUARANITY FUND{zc,set forth iri N4GL c.142A i. ll r JLD ING INSPECTION C TIO:h �kPPRO�'AI S PLUMBING��dSPECTi4��d APPROVALS F I,F C`TRICAL INSPECTION .!AF'F'RC��I:`_ S 29- t717' o r } �-Z 43 _ 14elf / L 6 , I ftleating Inspection Appraa•ats E:nginee.ri:ng Dept Fire Dept. I3€aa�°€i f Ilcaath n� i t C.2 G' s �' y f . . q l V a=A t--.-Q u'!';A,b•_ -- �01.�1..}- - n4 q TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map m�L Parcels Application # ` z Health Division Oy- Date Issued Conservation,Division 5 Application Fee " 0 Planning Dept. �> � ' Permit Fee ����� • 'lam Date Definitive Plan Approved by Planning Board ✓ Historic OKH _ Preservation/Hyannis'N " Project Street Address "l Village Owner L- - Address' ,3 5 Telephone 7-71 lDb Permit Request 0 eW;i( /7 3 7— IQA % ©2Cat Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new/5 6b Zoning District R-F Flood Plain �. Groundwater Overlay �P Project Valuation 21 Construction Type 'ZV --I'vLAAu _ Lot Size Grandfathered::,❑Yes ®'Iqo If yes, attach supporting documentation. Dwelling Type: Single Family-. Two Family ❑ Multi-Family(# units) Age of Existing Structure - Historic House: ❑Yes & o On Old King's Highway: ❑Yes Q1Qo Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) J 5�& Number of Baths: Full: existing new Half: existing new 49 Number of Bedrooms: existing 3 new ` Total Room Count(not including baths): existing new First Floor Room Count 6 Heat Type and Fuel: I(Gas ❑ Oil ❑ Electric ❑ Other Central Air: 3/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Zo X_22_, Attached garage: ❑ existing d new size _Shed: ❑ existing.❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Cn U7 Current Use V _ Proposed Use �y � ' r� APPLICANT INFORMATION W M (BUILDER OR HOMEOWNER) Name &Z ,.ate Telephone Number -2 7l"�® d Address / Q 5� License# 0 �� Home Improvement Contractor# Worker's Compensation # 00 73 W 6 —4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN T SIGNATURE • / DATE `3 k J FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ' � r MAP PARCEL,NO. I ADDRESS VILLAGE ! i OWNER DATE OF INSPECTION: FOUNDATION PIN o? Rff�c l)0 v , FRAME SNL�1fEftO������b�lp�tc L I IJ'.jo/i�i�li�tc�2 GIrr nok ll$� s INSULATION- a/w; <��✓�'/IQ FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL 'GAS: ROUGH FINAL 'FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.' i 4�°FTH�ro�ti Town of B ariistable Regulatory Services HAM 9 err $ Thomas F.Geiler,Director Building Division ' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I C� !7' Jas..Ownet..of the.sub'ect roe ............ .: hexebp authorize Z2)iitf�. :. _ ;. .to:act on tny.behalf,. in all matters relative to work authoiized-by this buldi.ng.pe .t•application for: �(Adc�ltess of Job) Sigmtute of Owner Date giz��1� T -254w,Y Print Name The Conznron►vealth of Massachusetts Department of Industrial Accidents Office of Investigations 14 ' 600 Washington Street Boston, MA 02111 ►vw►v.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/1Jlectricians/Plumbers Applicant Information �/ a Please Print Legibly Name(Business/OrganizatioiVIndividual): /3 rS/�� �✓11/1—blAI IAJC. Address: k- 5 City/State/Zip: Celfl�,2 V l f All- Phone,#: e F` 79 l` /QYdl Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 1 am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workutg for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. El We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I l.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12,❑ Roof repairs insurance required.) t employees. [No workers' comp. insurance required.) 13.❑ Other 'Any applicant Dial checks box'tl mus(also fill out the section below showing their workers'compensation policy information. t Homeoi+hers who submit Uiis affidavit indicating they are doing all work and then hire ouLside contractors must submit a new affidavit,indicating such. Contractors tha(check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.polio,infomiation. I am air emplo_rer that is providing workers'contpensation insurance for my emplo-Pees. Below is the policy and job site — infornration. Insurance Company Name: 14614b14 PolicY i! or Self-ins. Lic. 9: W cl ®a•?°3 !V06 & Expiration Date: Job Site Address: City/State/Zip: C©-rUL — 16z O 1-17 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fon�,arded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct, —Signature: Date: (7 Phone#: F fficial use only. Do not write in this area,to be completed by city or town official. ity or Town; Permit/License# suing Authority(circle one): 1. Roard of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#; Bayside•Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp All Cape Garage Door 6/l/04 6/1/09 6/1/04 6/l/09 Aluminum Products of Cape 8/15/04 8/15/09 8/15/04 8/15/09 Baxter Nye Engineering& 8/11/05 8/17/09 8/20/04 8/20/09 Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10 William Campbell 8/26/04 8/26/09 7/13/04 7/13/09 Cape Cod Marble & Granite 7/l/05 7/l/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. 1/l/07 1/1/10 l/l/07 1/1/10 Cape Concrete Forms 6/5/07 6/5/09 12/7/07 12/7/09 Carpet Barn Inc 1/1/06 5/1/10 111105 1/1/10 Casella Waste Management 4/30/08 4/30/09 5/l/08 5/1/09 Robert Chaves 8/13/04 8/13/09 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/09 9/21/04 10/1/09 Davids Building&Remodel 01/01/08 1/1/09 6/14/04 8/14/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/09 10/20/08 10/23/09 Govoni Land Services 5/31/04 6/22/09 7/4/04 6/22/09 Gregoire, Mark 9/18/08 9/18/09 Hill Construction 04/29/07 4/29/09 8/14/04 8/14/09 In Place/DM Design 1/20/04 1/20/10 2/18/04 2/18/10 JAG Cleaning Corp, M&M 5/7/04 4/2/09 8/25/04 5/15/09 Steven Johnson '4/25/04 4/25/09 4/25/04 4/30/09 Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10 L &M Glass Co, Inc 5/1/04 5/1/09 5/1/04 5/1/09 MAP Insulation 10/1/07 10/1/09 10/1/07 10/1/09 Meagher Construction 6/19/04 9/2/09 6/23/04 6/23/09 Morse's Masonry 3/10/07 3/10/09 Northern Sealcoating 10/1/07 10/1/09 4/1/07 4/1/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed, Mel 7/21/04 7/21/09 7/21/04 7/21/09 Rolfe Construction Inc. 7✓11/07 7/11/09 Whiteley, W. Vernon 10/1/04 10/1/09 10/3/04 10/3/09 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M A /-\c&' L DATA 2+ C 1 u,k�, Fa�o ui iqg eg afz�� s'aan anda�€ds .t 4 �,Goonstr�uction��S�p�ei�isor�Lic�r�se a, A"Almon Of 9'/20�a0 TiW r# { Y 1 YiPr+®SQ S;Yi MW C 4 RUILE�AO �mMOM ommS' oer tLS� ; Mill b �� . j � ti t�' xr��k'��, r� 1r �' �'✓° w'�ur Kerr s e �,#1� �kx�t �,g;�?��§''Q s ��a�;•tn��'. 6Yt t �t - t n✓ 4 `' rat{�4 r�,��ta�1k"a �.Z�.z�4 s s � t x � J I- TOP r Y 00 5000d, ��°'sapwa`ce go.gx WO �'Fri 1CC nell�'e�l)ori*O°f I o� a i 4 ett�s z a e B► dg ���ti � x , I�a�useorVre•oca Yon of Chas if�ese L Y v h y ' 22. 2009 11 : 16AM No •6879 P . 2 Parceffidit Page 1 of 1 ^r ...... i\..✓M ,,.... � k yy lM1RftR'v'r -;::i*'y�``:-?.�=` .h fi��:°;>'a,46f..:E-1"':. _,K: '::':;r•::t::::::., .. -`".�s�A:•.•:; i .... x .. ....... �� - .....,: n'A'Al' ;.ogged In As: Friday, May 22 2009 PrF7a1k$rhlegel pa r ce I AppllCatic)r)Center Road System Reports Road System Parcel Detail Parcel ID 002002040. Sewer ACct: T/R r '. . [1 ,:•:Y,„ Devel Lot: LOT 40 Owner: COTUIT EQUITABLE HOUSING LLC Co Owner; Street: jP0 BOX 95 City: jCFNTERVILLE Y ................. .... ...... ............... i state: MA zip: Q2632 _._., --------------- Location' 1' EAGLE LANE ;`�' ;...+ Village! COtUIt Road Index: 2339 Pri Frontage: 122 t ssv; secondary Road OSPREY DRIVE ; Sec Index: 233$ Set Frontage- Visions w ..... i Visions Location: 10. .OSPREY DRIVE Last uPdated: 512 12009 11:07:11...A . ............................ l --------------- No:Bidgs: Iv Account No: 181 Lot Size(acres)' 0.33000459 State Class: 1310 ! Year Added. (� Fire Dist., 2 1......................._•..............._._...........: 1.. ...._..... Deed [gate 2I26/200 Deed Ref: 21$p4/41 Land Value: 39�i00 Bidgs Value., Q Extra Features: 0 --------------- Condo Complex: ____� Building: Unit• F AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE SURFSIDER MODEL COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...........................................................................................I.......................110 mph Q WindExposure Category................................................................................................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................8<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)..................................................15 ft <_33' Q BuildingWidth,W ..............................................................(Fig 3)................................................. 40 ft :5 80' Q Building Length, L ...............................................................(Fig 3)................................ ... ..62 ft 5 80' Zi Q Building Aspect Ratio(L/W) ................................................(Fig 4).....................�If _7 :.... <_3:1 Q Nominal Height of Tallest Opening2 ..........................................(Fig 4)......................s �..............a' „:5 6,8" Q � 1.3 FRAMING CONNECTIONS 1��i'3 PA90 General compliance with framing connections....................(Table 2)........................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 GMR 5404.1 aMr Concrete........................... :............................... ConcreteMasonry .................................................................................................................................... N/A 2.2 ANCHORAGE TO FOUNDATION1,3 O� 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onE;)� Ii Bolt Spacing—general ................................. ........(Table 4).....................NNV�►/..I.l.. � Q Bolt Spacing from endfjoint of plate ............................(Fig 5)........................................12 in.<_6"—12" Q Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.>_7" Q Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_15" N/A PlateWasher...............................................................(Fig 5)..............................................z 3"x 3"x'/" Q 3.1 FLOORS t Floor framing member spans checked ...............................(per 780 CMR Chapter 55)f................................ Q Maximum Floor Opening Dimension...................................(Fig 6)............................................:.........9 ft 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............s.:..... ...� ............... N/A Maximum Floor Joist Setbacks ` Supporting Loadb.earing Walls or Shearwall................(Fig 7 . Maximum Cantilevered Floor Joists Supporting.Loadbearing Walls or Shearwall................(Fig 8)................................................... ft <_d N/A FloorBracing at Endwalls...................................................(Fig 9)................................................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................314 in. Q , Floor Sheathing Fastening..................................................(Table 2)............8.d nails at 6.in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............................8-4^ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................24 in.5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)...........................................—ft 5 d N/A AWC.Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10),............................................................... Q WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 1 N/A Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).......................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q . Double Top Plate °* Splice Length ........................:...............................(Fig 13 and Table 6)20.57i .............................8 ft ? Q Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6r.' Loadbearing Wall Connections Lateral(no.of 16d common nails)...................... (T ) Non-Loadbearing Wall Connections ,• t Lateral(no.of 16d common nails)...............................(Table 8)....................................................-:........ 3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...........................................6 ft 0 in.5 11' Q SillPlate Spans ........................................................(fable 9)..........................................3 ft 0 in.<_I Q Full Height Studs (no.of studs)......:............................(Table 9)....................... . .� -..........!!...:r.........3' Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).............................. ...........9 ft 0 in.<_12' Q Sill Plate Spans........................................................ (Table 9)..................................—ft_in.<12" N/A Full Height Studs.(no.of studs)...................................(Table 9)..................................:...........................3 Q Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................................... :. 4R...6'-8"5 6'8" Q SheathingType.............................................(note 4)..........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..... ....:. ..............3 in. Q Field Nail Spacing able 10 ......................... .. ......... ...... .12 in. Q Shear Connection(no.of 16d common nails)(Table 10).................Ilk...................... . ......4 Q Percent Full-Height Sheathing.......................(Table 10)................................................... 30% Q 5%Additional Sheathing for Wall with Opening>6t(Design Concepts)..................... Q Maximum Building Dimension, L , Nominal Height of Tallest Opening2....................................... .�.3. '...........6'-8"s 6'8" Q SheathingType.............................................(note 4)............................................. WSP Q Edge Nail Spacing able 11 or note 4 if less .......... ......V. 3 in. Q Field Nail Spacing............. � ............................(Table 11).................................. ...... ..:..12 in. Q Shear Connection(no.of 16d common nails)(Table 11).................................................. .....4 Q Percent.Full-Height Sheathing.......................(Table 11).....................................................:. 5% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?...........................................................................................................:.................. Q AWC.Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts.Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbeanng Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral...:...................................... (fable 12)....:..............:............................L=176 Of Q Shear..........................:....................(Table 12).................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf N/A Gable Rake Outlooker.........................................(Figure 20)............._ft:5 smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= Ib. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ................................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)............................................................8d Q THE SURFSIDER MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All.Straps per Figure 17 e. Comer 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. s 4. " a From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be.installed_ as follows: i. Panels shall be installed with strength axis parallel to studs. 4 `� ii. All horizontal joints shall occur over and be nailed to framing.. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top,member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment fa AWE',Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -MEN THIS EDGE RESTS ON �7lIMING UW Sd NAILS A�f sb.c. 1--- -T:---- 11 11 1 11 11 1 71 11 11 1 Y 1.1 it 11 11' 1 11 11 11 - II 11 11 it 11 11 I H 1-I .SL 71 11 II D - 1 1 11 11 D 1 11 Il - r 1 Y 11 11, 1 F m I1 Q 11 it 1 W 1 11 Ir 1 4 ;1 11 1 13 1 I r 1 W it 11 11 G. 1.01 � Ir I I ' 1 it d li i! W i p u 11 f, i ii 3 i IJ r 1 (Ill n n 7 i 11 aDUME EWE NAILSPACM i 1 PATVEE_ _ v See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment r AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7go CMR 5301.2.1.1)1 a is1 + II 11 u 1 1 d 0 Q II I1 + + FRAMNG MEMBER$ I1111I111111111 EDGEWERMEOIATE 1 �� I[ STAGGERED 3' XNL PATFERN PANEL PANG EDGE DOUBLE NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment R K �y REScheck Software Version 4.2.1 Compliance Certificate Project Title: THE SURFSIDER MODEL Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. er=, . Compliance:0.6%Better Than Code Maximum UA:255 Your UA:254 eP TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0:31 TOTAL WALL:Wood Frame,24"o.c. 1620 19.0 1.5 80 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 100 0.310 31 SHGC:0.31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.31 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: THE SURFSIDER MODEL Report date: 06/16/09 Data filename:C:1Program FileslCheck\REScheck\SURFSIDER.rck Page 1 of 3 u , REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements: Skylights:, ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Project Title:THE SURFSIDER MODEL Report date:06/16/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck. Page 2 of 3 Comments: N Materials Identification: Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Li Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. O Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist 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 is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: Circulating hot water pipes are insulated to R-2. Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: THE SURFSIDER MODEL Report date: 06/16/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 31.50 Wall 20.50 Floor/Foundation 20.50 Ductwork(unconditioned spaces): b.. Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER Water Heater: Name: Date: Comments: Roof Beam[2000 International Building Code(97 NDS)]Ver:.6.00.5 Bv: , on:06-16-2009:09:03:35 AM Project:THE SURFSIDER MODEL COTUIT MEADOWS-Location:STRUCTURAL RIDGE This analysis was generated by an evaluation version of StruCalc 6.0 Summary:, (2) 1.75 IN x 18.0 IN x 15.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate Bv: 165.2% Controlling Factor:Section Modulus/Depth Required 11.2 In "Section may not be readily available. "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.16 IN=U1097 Total Load: TLD= 0.24 IN=U747 Reactions(Each End): Live Load: LL-Rxn= 3675 LB Dead Load: DL-Rxn= 1723 LB Total Load: TL-Rxn= 5398 LB Bearing Length Required(Beam only,support capacity not checked): BL= 1.81 IN Beam Data: Span: L= 15.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 7.0 . FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adjusted.Lengths and Loads: Adjusted Beam Length: Ladi= 15.0 FT Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load: wD_adi= 230 PLF Total Uniform Load: wT= 720 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3408 PSI Adjustment Factors:Cd=1.15 Cf=0.96 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 ' Design Requirements: Controlling Moment: M= 20241 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 4318 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 71.27 IN3 S= 189.00 IN3 Area(Shear): Areq= 19.42 IN2 A= 63.00 IN2 Moment of Inertia(Deflection): Ireq= 409.82 IN4 1= 1701.00 IN4 �OFINETa;� Town of Barnstable '2x BARNSTABLE. Regulatory Services* ' MASS. 059. el, Building Division pTEO MPS 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 I Inspection Correction Notice Type of Inspection /J Location ?671�6CL Lo YU Permit Number a 7 3 2- Owner v7 - �'rk Builder C� —7 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: � �• L(� _SrkWQ6 64�-act 14 � ���� L �L I b /d Lbc - dGl S ( a- k OAu 5�, -�rnkag_w Ym4mb fQs-r- 3eny� ,� rz-r • °���� lll�i i nl �6u �Jcr�c��1`l Cs f��`�T� �� 2'j w�fzs 0(C OS Please call: 508-862-4 &fOr re-inspect' n. -rQ �( Inspected by Date „ SMOKE DETECTO S REVIEWED t�G _ — — - c UE - _ — _ _ - — ATE PS. OUIRED FOR PERMITTING - _ - - - - _ -_ - BON MONOXIDE ALARMS - l!9 .... LIST BE INSTALLED PER CHUSEiTS.RUILDING CODE' W ® LL ® U � F=o�000La o �® o mom 0 FRONT ELEVATION z - - SCALE: I/4" -.I'—O°, _ - m .. - im ct) (L - LU U tu Lu Z - — — i _ N Q0) _ - --- _ — -- — _ IEL J O cl ztu N o w a ; F OV L I REAR ELEVATION -y L SNEET SCALE, 1/4" a p_On Al JOB, 0910 - v DRAWN BYE KW DATE. 5/22/O9 m L 12 Qa P J lLo - 9 00 O - ® W in F- Z _ - VLL �C in Li I pp VJ I I I s RIGHT ELEVATION . . z ... - - SCALE: 1/4" m.µ-p^ - IL W LU ap _ a — — — tu J N�FO to I- p U • D SHEET L---J LEFT ELEVATION A - SCALE: 1/4" I'-�" JOBS 0910 - - - DRAWN BY, KW - DATE_ 5/22/- _ - 62_0" NOTE, - -2" -4' -4° - CONT CTOR TO REFER 13' 8 - M IIO X B AND 'N - -_ ---- - - C44ECI LIST FOR ADDITIONAL- ° M 1414H 41ND TECHNIQUES - -_ RELA ED TO THIS PLAN N Lo SHEAR WALL COMP JANCE, z0.0 �. W. 30%OF EACH IALL RUN - - VERTICAL SW THING WITH w� Q o_.: _....._ N - --- (4)6dI LS NAILSER ELD E FT FIBOTTOM PLATE J n DECK n -- {- 15%OF EACH WALL RUN S v -- s VERTICAL SHEATHING WITH or." re OD Bd NAILS 3" E E/12" FIELD (4)16d NAILS F ER FT 5OTTOM PLATE' ® w LIL �� 42 I ® L 1e .:IKME' N PHONE .� - PKT TH RA ®: r, 9m ^Q . - 12'-0°CATHEDRAL r V 606 f V9 60b 11'-0'CATHEDRAL 7 ._ MASTER BEDROOM sKr 1GHIOVE 10 : I o SKYUGHr i BEDR�IrI #2#2- v - .CARPET Ln 77 _ IO —— ————————— — CARPET 15'-B° N 6r n I 22'-6 I/2° - ry00 y _ FLAT CEILING 10-0'CATHEDRAL 15AT1-1 - @� �. KITC14EN TI - w _ _—- IB'LVL M W REF OAK I ' OAK . 90 1/0,x 60.7 • I•v�Q Mw CONTp Y gTRUrTU AL RIDGE, o m U _ I I .'1. TW 4410 J 50.1/5'z 60 7/5' - A FLAT NG': - I UTT�.�> SP 6'-B° -3'-9° 3'-6 3'-8°. 13'-10 I/2° 2' II / -3 3 6 BI FLD v - W Y -TW 24410 m AK- 24 4 O (2)IS-LVL — Z2 IS LVL - - 3 BI-FL- - - - - -—- INUOUS 4x4 5 ... m fi r 59 .. 5p , = ON PANTRY STRUCTURAL RIDGE PARALAM ....E .{, t V N m n j BI-FLD BI-FLD m , PU TO - 1-FLD }1 _ v S i D t W 2$ I _.. v RIDGE \ n N 1 FlRE c c TYP. ? - 1 4r_7e 1 4'_Ile ,-90 1/S'z 60 115. „.., ., .. ,:.•RATED iv .. t / TW 441 _ - - 14'-0'CATHEDRAL f= . o v - 21 - LIVING ® ❑ ..� EI OAK. II'-O'CATHEDRALS 0 $ 34 1/2'.82 1/2' 2fl. W 2860 9 LITE v '. -. _ `-_ CARPET i:' u - _ __ PHONE Z TRANSOM '�I _ UP ————— ——n ABODE. �j,TV ABODE BASE GA�. i TV . Q W AN 4BI 9 3 1J Y 58"' 21' >:..- W J 0 Lu 39 p - W12122 STEEL ABOVE - - V Z TW 24310 SO 1/B°x 46 T/S° GARAGE ���� v a x s s m o� a CONCRETE SLAB x x PITCH TOWARD DOOR U- J o 7k16'O,N.DOOR CONCRETE APRON SHEET SHEET FOR FRAMING DETAILS W - FOR NARROW WALL BRACING SEE - J AB . Ibi_On 2,_On 2._7n 12,_7n 91_O1 4_3v 6,_bn 4�_3n 20'-01 24'-2° 15'-O° , JOB, 0915 - - 62'-0° - - DRAWN BY, KW DATE. 5/22/09 62'-0" ` 4--0' 5- a'-2° _ II'-2" IB'-O' I5-4°. ——— ---------------i - I �2-WI, GIRDER 4z4 P.T.POST POST ORTT ANW P. r l I I c u WAS' I g n n 16'earn I I OD P=5I I la'EXT. Lo I I � — — -- — U ti r-- I:..' LO O 10°x7-9" CONCRETE WALL ---- N I - REAR WALL ONLY 16"x10" CONT. FOOTING I I r • I m . o `I C'J is, ---- P I I Lil N A"DT c I I z 6 2° q'-a"� 7'-2° b'- -II° 6'-11 5'-3" 5'-5 7-O° I I L J Lpp��I/�J M19 F_ ='T L//xso'� L "J BEan I f'� 0 IAAD - LAAD - ', _ 'e'D CONC.PAD L- — —— _ -- -- -- 3-2xl2 GIRDER 3 I/2'DIA.STEEL I - I' -- COL.TTP. I. FULL SAA M�F tT DROP 10° DOOR 3 1/2'CONCRETE SLAB VAPM BARRIER 6 I T �. B"x7-9° CONCRETE WALL I I W . - I J 16°x10" CONT. FOOTING - f I V - t— Z F .I I s uP— 2 OFFSET TO � ----- ---- _J>.� I ALIGN WALLS I •[;- r— W I"i I8 I° �- o W I 24 Q — — — --------------- o J 3 4'CONCRETE 9 I r"RAGE - W a jI i STEP v - U J`Q W� Z ly Q I I - STEP WALL NOTE- J I m I I 5'-2° CONCRETE 5/8" ANCHOR BOLTS O 0 L 'a- DROP 12'FROM EMBEDDED 7' TOP OF FOUNDATION .SPACED 36" O.C. N CONCRETE WALL I I -12' FROM CORNERS 'O O I 16°x10" CONT. FOOTING I ';I WASHERS 3°x3°xl/4" 'I DROP loll 0 DOOR I ,. _ _ I I FOUNDATION PLAN :L J.:j -:— SCALE: 1/4" _. SHEET I6'-6"2' A -loll 20'-O° 24'-2° I5'-O° - , 62-0" JOB: Og19 - DRAWN BY: KW ' DATE: 5/22/09 ti W O ® E" LL t. RAISE CEILING JOISTS TO . - - ALLOW 6-6 DOOR AT TOP OF - STAIRS - ' (2)IS'LVL STRUCTURAL RIDGE BOARD - /y - S/S'COX PLY.SHEATHING pL' a7pe - V n - - ASPHALT SHINGLES �� + z d° ° /sbe �. Cl co ap a '2xe DORMER RAFTERS - 2xs BI 6 .C. BLOCKING 4-0-O.C. M1 ,y _ IN FIRST TWO RAFTER N 0 w 'FOATING DORMER i BAYS FROM.GABLE WALL in AN 461 9 63 3/6' - q�q••�� 21' CATHEDRAL CEILINGS in MAINTAIN AIR SPACE - - L - - 3-O° 14'-0'LIVING/'DIN ING _ 12'-d MASTER SUITE 'PARALAM STORAGE RIGID WIND WASH BARRIER REQUIRED r z CANT.VENTING DRIP'EDGE II'-0'BEDROOMS PV TO AT EXTERIOR EDGE OF EXTERIOR WA Y IxB FASCIA - 'RIDGE OVER KITCHEN TOL PLATE O ALUMINUM GUTTERS AND DOWN SPOUTS 2x0O MEMBER a®16 O.G 'HURRICANE CLIP' a 1/2'GYP.BOA FRIEZE BOARD AND MOULDINGS FASTENERS AT ALL STRAPPING1.3 RAFTERRA JUNCTIONS TTMPPLATE ` . -:13R 2x1STAIRS--� Sr 12 STRINGERS •'bB EXT.'STUDS O 24'O,O. I f KITCHEN- RI9.F.G.INSULATION 1/2'PLYWOOD SHEATHING - ' TYVEK AONALR TCEDAR I - - - - . . W.C.SHINGLES SIDE 4 REAR I .TJ 6'/FIBERGLASS IFINSU - P.T.2X6.SILL+SILL SEAL- - . ANCHOR AT 56'O.C. 2x10'°•ib'O.C... - 3-2x12 G9tr2° . I 13R STAIRS S I/2 STEEL COLUMNS w 3-2x12 STRINGERS I t: I Q I fr - l[) 6'<- EASEMENT . Z - .. In I � � - r w J3 S'x 7'-9'CONC.WALLS 1/2'CONCRETE SLAB j W O., .. DAMP PROOF BELOW GRADE - _ - (Y w lu 30, CROSS SECTION ~� � pu .SHEET - - JOB: 09IS DRAWN BTU KW . - .. .DATE. 6/2-111 a . STAGGER'NAILI - - O INTO BOTH PLATES - - ' 2K6DBL TOP PLATE - - �. _ iw in EXEND HDR TO CORNER 2%6.DBL TOP PLATE Wji Q - FULL HGT.STUDS 'JACK STUD VERTICAL I\ TO STM OF MDR FFF yy STRUCTURA PANEL W/2 ROWS OF I6 NAILS W A - a a,O. . MON ®3°O.G. L eR AND 12°IN IELD ) ` 'Q STRUCTURAL PANEL _ HEADER. CONTINUOUS HEADER A /b ^ U \ NAILED 5d COMMON O MULTIPLE OPENINGS V � ®3'O.C.EDGE AND FIELD SIMPSON - - - - PHD(IA GA - ��. TRIMMER.STUDS - V - STAGG R NAILI - - r . INTO AND SILL 1 j: - _ - _ 2.5/8°ANCHOR BOLTS - ��nq w/3°K5•PLATE WASHERS i`R. P in - •• - OD Mrn ' •, _ .- m 0. ®NARROW WALL BRACING AT GARAGE DOOR 1 SILL TO PLATE w/ NOOE) ST C URAL PANELS SCALE.N.T.S. I SCALE,N.T.S. . • JOINT DESCRIPTION .?'- RurmER er Nu1IDeR oP NaL ePAgHB- . wvIDH wne eac Ha - . - ROOF FRAMING .. W aicrslNc To wrreR(rce wlU.) -' - Rln BOARD l'O WrTCR rWD NAIL® - Iid D W . WALL FRAMING - Q_W _J TOP PLATm AT INTCRBECTIONB rPAC6 MIL®J - - edit .IOINTB - ^ Z(n Q BTw m B Do(rA®wIL®) ue v 3 uewvmt ro NuoeR(FAw NAIL®) isa a� ALow encm RAFTER®16°O.G. W.� W FLOOR FRAMING O Q - - bIBT Blw TOP PLATE OR GIRDER(TOE NAILm)- A� 1-IOd PEit JaiBT _ ` w J ' - - BlarxlN"c rTOo au oR�'IIiw-wn�) a oe Ena v W ,V J E(Toe wllm) w +w LagC Q L.E—m srnB•To Bun oR mRveR(rACE NAILED) 6e �-IBe rm let ' Q•� H2.5®EA. RAFTER .Irner oN I.EoceR ro eun(TOE MILm) I �( W EO MHO JOIBT Tb.IOIBt(eN0 IUIL®) IN C lie PER BT .. Eune ATiBT to BILL OR TOP rIAT6(ME MILmJ a-IRD - .PER rOOf In F L ROOF SHEATHING / TOP PLATE _ wxv eTRucrvuL PANes - iYF wrteRa OR TnuBem BPAfdD w ro u•oc. .•PmcEE' FlRD U1 {—O � - / - - RArtme oR rRumm ePA�o wER ls•o.c. eB°a Im '_Flm � V �11—� - LE p10NALL RAKE Olt RAIC9 TLOIeB uJe a•e•oJERNAN6 Btl lo! W O V I.- W�BLE ENp1ALL RAKE OR RAKE TRUBB u✓BIWLOTBRAL Be Ittl EIi FIS :3 - - BWABL�G pl�OWdLL RAI¢OR RAKE rRum w/LroltOI1T BIOCKB !d Ittl A•eKrJI•rlRe �— .- - _ CEILING SHEATHING ORAFTER TO PLATE CONNECTION B ^NA BMRO 0e EDBm o•rIe D SCALE.N.T.S. WALL SHEATHING ' wavv srnucrintAL PANEIs - _ ` BTNOB BPAOFD LE•TO X'O.G. - 6•.EOOE/la'FIELD! - SHEET ' - E 4°mBu'�n•iwsueMp1°gRDRD PAHELB � _ •mcE.v nELD pq®��J�9 T mOEllo•Fl6D + •� - - FLOOR SHEATHING ' - Wwo eTRucruRAL PANeLs � '. - __ " I oR Lms, ee loe. i�evcEnl.rleLD, . GREATER T WW P - I IiG p•eOGEn'rIELo - JOH' 0918 DRAWN 11Y,.KW . - DATE, 5/22/O9 L • TOWN OF BARNST ABLE BUILDING PERMIT APPLICATION Map iw- Parcel Application # Health Division Date Issued Conservation Division Application Fee Plannin 'Dept. ok : T oq•i't•09 . G (g gIZ Permit Fee Date Definitive Plan Approved by Planning Board a►(( Historic - OKH ��' _ Preservation / Hyannis Project Street Address ^� FA6' ° Village r V C T Owner / ��� Address AJ Telephone 7 1 Q Per 't Re est 1hi-Y Square feet: 1 st floor: roposed Ov l 2nd floor: existing proposed A Total new '7� Zoning District P—Fftd Plain Groundwater Overlay Project Valuatio Construction Type��t✓ ` G�l� Lot Size Grandfathered: ❑Yes Q,<o If yes, attach supporting documentation. Dwelling Type: Single Family LJ Two Family ❑ Multi-Family (# units) Age of Existing Structure /,`Iaal Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: VFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) l 7A 7r` Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ - Commercial ❑Yes ❑ No If yes, site plan review# w ao Current-Use = Proposed Use V r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 7_21 c le'W Address License # ��l9 L Home Improvement Contractor# Worker's Compensation # kleF 60 7 3 c4®6 1® ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR-OFFICIAL USE ONLY ' APPLICATION# DATEISSUED 1 MAP/PARCEL N0. '4 ADDRESS ''' �' ' VILLAGE-' OWNER - DATE OF INSPECTION: ` FOUNDATION d'� FRAME INSULATION FIREPLACE �' f ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL FINAL BUILDING x DATE CLOSED OUT ASSOCIATION PLAN NO. - w The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations' 600 Washington Street Boston, MA 0.2111 wwlv.mass.gov/dia Workers' Compensation insurance Affidavit: Build ers/Contractors/Elet tricians/Plumbers Applicant Information Please Print I,e ibl Name (Business/Organization/Individual . Address City/State/Zip: Phone.#: Are you an employer? Check the appropriate bo • Type of project(required): with 4• I am a general contractor and I 6 ❑New construction am a employer w . 1. I • _ ❑ e sub contractors employees (full and/or part-tim.e).* have hired the Remodelin Misted on the'attached sheet. ❑ g •.2.❑ I am a soleproprietor or'partner These sub-contractors have g, '❑Demolition ship and have no employees ' working for me in any capacity. employees and have workers' 9 ❑Building addition [No worker comp. insurance. s'•comp. 10.❑Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3.El I am a homeowner doing all work Officers have exercised their 11:❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t G. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp.insurance required.] `Any applicant•the checks box#1 must also fill out the section below showing their workers'compensation policy infuriation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub contractors and stake whether or not those entities have employees. if the sub-ontractors have cmployecs,they must provide their workers'comp.policy number. nsation insurance for my e ployeeg. Below is tice policy and job site X am an employer that is providing worker ' Information. Insurance Company Name: . Policy#or Self-ins.Li #: ��jj� 1 Cr .�l.l4ltr�U Expiration Date: l / ` � � _ I Job Site Address: �` City/State/Zip: A ' Attach a copy of the workers'. compensa ion policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4I penalties of a fine tip to$1,500:00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine,. t the-violator. .Be advised that a copy of this statement may be forwarded to the'Office of of up to$250.00 a day agains Investigations of the DIA for insurance covera e verification. I do hereby ce " r the pain ercalties of perjury that the information prgvided above is true and correct- Si afore: Date: � - Phone#: Official use only. Da not write in this area, to be completed by city or town offtciaL 'City or Town: Permit/License# ... Issuing Authority(circle one): ]l 1. Board of Health '2,.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other i information and Ins* tructi®ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation'for their.employees. Pursuant to this statute, an employee is defined as "...every person in:the service of another under any contract of hire, express or implied, oral or written." An emplayer is defined as"an individual,partnership, associatioa,.corporation or other legal on or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased em to esPloyer,or Howeverhthe receiver or tiustee of an individual,partnership, association or other legal entity,employing employees- 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, §25C(6) also states that"every state or Iocal 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 tho insurance coverage required." Additionally,MGL chapter 152, §25C(7) states"Neither the commonwealth nor any of its pol'iticcael s bdi trt isioe iins ance shall enter into any contract for.the performance of public work until acceptable evidence of comp requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely; by checking the boxes that apply to your situation and, if necessary,supply sub.contcactor(s)name(s),address(es)and.phone numbers) along with their certificates) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit 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. Self insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Deputoacat 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 b' sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permiWicense applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."Xcbpy of the affidavit.that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a horge owner or eitizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license ox permit to burn leaves etc.)said persoii is NOT required to complete this affidavit The Office of Investigations would like to.thank you in advance for your 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 Deepartrnent of iadiustrial Accidents Office of Znvestigatians• 600 Washington Street Boston,MA 02111 Tel. #617-727-490.0 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia Town of Barnstable Regulatory Services . f f 3ARNSTABLS, Thomas F. Geiler,Director ���`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62 Property Owner Must Complete and Sign This Section If Using A Builder he subject as Owner of t �ect Q , hereby authorize `� to act on my behalf, in all matters relative to work authorized by this building permit application for. (A dress of T / Z-7 Signature of Owner Date Print Name if Proyerty.Owner is applying .for permit please complete the . Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services Thomas F. Geiler,Director MRNSTAar.e, "t"-9& Building Division v� 16.19. ATfo►�'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number. street "HOMEOWNER": work hone# name home phone# P CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was'extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. , 'DEFINITION OF HOMEOWNER Persons)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 complywith said procedures and requirements. - y' Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,060 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." are that they are assuming the responsibilities of a supervisor(see Appendix Q, Many homeowners who use this exemption are unaw Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible, ire as art of the permit application, p re of his/her responsibilities, many communities require, p To ensure that the homeowner is fully aware P 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 forn/certifieation for use in your community. u-ridi.ng ic. Certificates of insurance 2009 i Sub Contractor Gcncrul ;Liability Workers Comp All Cape Garage Door, 6/1/04 611110 6/l/04 6/1/.1.0 Aluminum ProdUCtS of Cape 8/15/04 811,5110 8/1.5/04 8/1.5/10 Baxter Nye Engineering & 8/11105 8/1.7/10 8/20/041 8/20/10 Bortolotti Construction 3/7/04 3/7/1.0 3/7/04 3/7/10 William Campbell 8/26/04 8/26/1.0 7/13/04' 7/13/10 Cape Cod Marble & Granite 7/1/05 7/l/1.0 8/16/05 8/16/10 Cape Cod Ready Mix Inc. . 1/1/07 1/1,/1.0 l/l/07 1/1/1.0 Cape Concrete Fours 6/5/07 6/5/10 12/7/07 1.2/7/09 Carpet Barn Inc 1/1./06 511110 1,11,105 1./l/10 Casella Waste:Management 4/30/08. 4/30/1.0 511.108 511110 -- Robert Chaves 8/13/04 8/13/1.0 12/17/04 12/17/09 Coy's Brook, Inc 4/24/04 4/24/10 9/21/04 10/1/10 Davids Buildii..ib & Remodel 01/01/08 1./1./10 6/14/04 - 8/14/10 _.._.._-.. . , 1.0/20/06 1.0/20/1.0 10/2 D.P. Fucc.i.l.lo Construction Inc, 0/08 1.0/23/10 Govoni.Land Services 5/3.1/04 6/22/10 7/4/04 6/22/1.0 Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10 In I?lace/DMDesign 1/20/04' 1/20/1.0 2/18/04 2/19/10 JAG Cleaning Corp,.M.'&N4 5/7/04. 4/2/1 0 8/25/04' 5/15/10 Steven,Johnson 4/25/04 4/25/1.0 4/25/04i 4/30/10 Kitchen Appliance Mart and 8/12/04 8/.12/1.0 1/1 105 1/1/10 L & M Glass Co, Inc 5/l/04 5/1./1.0 5/l/04 511.110 LHS Construction, I11.c. 04/01/08 04/01./1.0 04/01.%08' 04/01./10 MAP Insulation 1.0/1:/07 10/1/1.0 10/1./07 1.0/1/10 Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10 Morse Ma.sorwy 3/10/07 3/1.0/10 Northern Scalcoating 1.0/1./07' 1.0/1/1.0 4/1/07 4/l/10 Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10 Reed,Mel -- 7/21/04 7/21./1.0 7/21/04` 7/21./10 Whiteley, W, Vernon 10/1/04 1.0/1/1.0 10/3/04 10/3/10 elm ®. IN TiT cl 0�z906z80ST :ol SSTO SZL 80S JNImina 80IS1d8:wojj 8S:80 6002-02-er- ®m n; • � v `'.•F - �bhy .7 FiCi fi-RL d 4' 5 g �_} A tr"...' i*s ' A LYE'il '`C✓A.iYXIGW. ".'�.'.f>.,Y d r o� u egu attoifs a� Aft d ��,�; 3Con'struc�ion Supervisor License �, i Lfe"nse CS 56}5 1 . T �� E ��9%2010 Ttr# 2� 48 F {{ . 3}' onyx�Qyx } - ? BRRMI I/�N 1 Ta er s k F h .,_•.kS ��w - _ .!i ' "<'L -e=>i�'S""x 'xFrC'"'nr'��r'�X'4�,� �• �`�� a ts"'��� y�'� F £" s t � ' • i . ,+ 4 t YC1 "r1 1g F-yam+ r�; r rkLF{" rrt �t�.:q t r i�, �' ]' {. YY �, f�! '4 rF J} '3�'.P �3M F��)d 'j' �2 -..�•y k � � _ m ss r "ems r� 5. 5 OOOycf `�o �dpa�ce 'ram 12� aSQ �J OpX k X , 1� i 1}t amy�� orne ossess�a�oiuien#��y�l�r6n'ofthe t 1VJd 1,, eGt��tateBu yd5ng g� g '"Ip����1S3hGe7ns e G z _ REScheck Software Version 4.2.2 Compliance Certificate Project Title: THE SURFSIDER MODEL+ SUNROOM Energy Code: 2006 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Conditioned Floor Area: 1482 ft2 Glazing Area Percentage: 9% - Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: COTUIT MEADOWS BAYSIDE BUILDING,INC. Compliance:Passes on UA Compliance:1.8%Better Than Code Maximum UA:297: Your UA:292 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48 Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.310 5 Low-E SHGC:0.31 TOTAL WALL:Wood Frame,24"o.c. 2060 '19.0 1.5 102 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 150 0.310 47 SHGC:0.31 Door 1:Solid 42 0.280 12 Door 2:Glass 42 0.310 13 SHGC:0.3,1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 19.0 1.5 65 Furnace 1:Forced Hot Air 93 AFUE Air Conditioner 1:Electric Central Air 13 SEER 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:THE SURFSIDER MODEL+SUNROOM Report date:08/27/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER+SUN ROOM.rck Page 1 of 3 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation Comments: Above-Grade Walls: ❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factorand SHGC requirements., . Skylights: ❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.310 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.280 Comments: ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:93 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3 clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Project Title:THE SURFSIDER MODEL+SUNROOM Report date:08/27/09 Data filename: C;\Program Files\Check\REScheck\S U RFS I D ER+S UN ROOM.rck Page 2 of 3 Comments: Materials Identification and Installation: Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,.gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Ll Thermostats exist 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 is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R4 ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating.equipment. NOTES TO FIELD:(Building Department Use Only) f 1 . Project Title:THE SURFSIDER MODEL+SUNROOM Report date:08/27/09 Data filename: C:\Program Files\Check\REScheck\SURFSIDER+SUN ROOM.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Insulation . Ceiling I Roof 31.50 Wall 20.50 Floor I Foundation 20.50 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.31 Skylight 0.31 0.31 Door 0.28 0.31 CoolingHeating & Forced Hot Air Furnace 93 AFUE Electric Central Air Conditioner 13 SEER E Water Heater: Name: Date: Comments: ' � $r M cli Ln OD _ LO W 0 ®® w 0 ®® Ln E1_EVATION IMPORTANT ' m O FRONT _ _ - - SCALE, 1/4' - 1-0° ANY CONSTRUCTION THAT INCREASES LIVING SPACE M a - - - BEYOND 1200.SQ.FT.PER LEVEL MAY REQUIRE THE ' -INSTALLATION- OF..ADDITIONAL SMOKE DETECTORS. y - W a NO A: A SaPARATE-PERMIT IS REQUIRED FOR THE _ INSTALLATION N OF SMOKE DETECTORS-THE ELECTRICAL - PERMIT DOES NOT SATISFY THIS:REQUIREMENT. mlu lu _-- _ —_---- — _— w J Q p WpJ J lu ° - L-__J - �. _ _ SHEET Y REAR ELEVATION I l . SCALE: 1/4" 1-0' - O� V DRgWN BYE KW DATE, 7/25/09 V 04 O Q Ln 12 Qe n OD - w O IX O d - _ in . n o w RIGHT ELEVATION '� m . - - 5CAL6 114" a V-O" .. _ .. IMcqa. Ill -- z - _ JO N mQ O EEEi — - — V tr w —_ - QLu F - � 0 w i- w uLLU j JO L---J SHEET A LE FT ELEVATION SCALE: 1/4" - V-O" - - - - -- JOBS 0918 . - DRAWN BY. KW DATE. 7/23/09 -- 29'-10° - 16'-0' I6'-2° 1 NOTE - 13'-2' 4'-4° B'-4' 4'-0' (4)TW 24410, B'-O° 5'-B° 10'_61 - CONT GTOR TO REFER _ -(v - 110XBAND BO I/W x 60 7/B' 2 B CHEC LIST FOR ADDITIONAL HIGH IND TECHNIQUES N RELA ED TO THIS PLAN O f n SHEAR WALL GOMP IANCE. Ps 61 1 (3)TW 10 W- 26%OF EACH ALL RUN . 72 B/4 x Ire 90 Ire'x 7re VERTICAL THIN4 WITH j .. DECK- — SUNROOM Ed NAILS B' E E/12° FIELD o (4)16d NAILS ER FT BOTTOM.PLATE n x7 v_ S - L- 17%OF EACH I,ALL RUN $ v $ VERTICAL SHE THING WITH '.2 x 8d NAILS 3" E E/12° FIELD (4)16d NAILS ER FT BOTTOM PLATE F - j O O F, w U LL Ar . r rmc..w--:.-.:. -.:.w.r eir�e_ ,,,.:...a.. ,..Io-a szx. ,.•. m«..r.-.s..°Y _ 6II 0o _ _ 'k x S ,��,.�y.srrcwn rr:.-°t n.� n+..a;.., ' S L � PHONE o r PKT .. / -_ .�°:�_ Lit NONE TH -�0- 11'-0' -12'-0'CATHEDRAL r V CATHEDRAL - . - .. 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( N _ Q W v AN 451 6 53 sm.x 21' '!c"_ _ �_ W _tu O - BII u �w —_ WI2x22 STEEL ABODE Z TW 24310 _ W J BO Ire•x 45 Ire' GARAGE K ®Q gq� - (11 -� OL - / CONCRETE 6LAB '• - J $ $ O PITCH TOWARD DOLOR Z) } 7'xib'O.H.DOOR CONCRETE APRON AB GEE SHEET H FOR FRAMING DETAILS FOR NARROW WALL BRACING 2'-O° I6'-0' 2'-0' 2'-7° 12'-7" 9'-O° -4'_3' b'-6° 4'-3 24'-2° 15'-O° JOB' 091E . 62'-O" .. DRAWN BY, KW DATE. 7/23/- i 40'-0' - 22'-0' , - 15'-0". 22'-0' W-2" i'-9n _ — — — N I I % -- I r j °z� -- I � I 2.1a. a I R y b I I \� O Ib•o.4 ------------Lj L J 158�\ s i z I ogp I' ` I I I I I J m { vI f: l4 1 1 1 I I I I I m l Ik IG� a1�I v_ C 4'-0 I rt I 14'-0" a �\ \ 14'-0° I J -- ———————— ;I N o° 'w m L" 1 I it • gtl\ ^: � w G,\�♦:I Off. I � o � I sr I = • � Ir:;� 1 I 1 I / — — I I r I L I \^� (2)9 1/4 LVLb UNDER WALL I I . I m fNlnma'z I 1 m I .I 8m I 2KI1 . I 240'o'` I - sw�^' _m 15 n g I ml I W jI 111 � 12'-0° 111 Iql 1 t L _ J I . r. 2-O° 26-0° - 40'-0" °gym TUFTS d BRUCE RESIDENCE LOT#40 EAGLE LANE AY 1 E BULL DING, INC. Z m COTUIT MEADOWS 3 BAYBERRY SQUARE,CENTERVILLE,MA 02632 "a PLAN S E m PHONE:508-771-1040 FAX:508-775.0155 _ •. _ RBI � � .. O - BLACKING 4-Ob.C. ® Z ' IN FIRST TWO RAFTER - . - SAYS FROM GABLE WALL +. RIGID WIND WASH BARRIER REGVIRED - • Lj O -- - AT EXTERIOR EDGE OF EXTERIOR WA RAISE GELLING JOISTS To . - - PLATETOP .. ALLOW 6-6.DOOR AT TOP .. STAIRS RIDGE VENT (2)IS'LVL STRUCTURAL RIDGE BOARD - - 5/5'CDX PLY.SHEATHINGry� ASPHALT SHINGLES �OL• e V _ in 12 \d" O @ BUILD-OVER - C QS" VALLEYS 2•8 DORMER RAFTERS .417 -' 2n0'e Y'I6 .C. OD ... .I� bl. O AN 451 •FOATING 00RI9ER - \ ' - 53 S/B'X 21' CATHEDRAL GEILING9: i_1•L�INTAIN AIR 14'-O'LIVING/DINING ' .. CONT.VENTING DRIP EDGE 121-&MASBETDR t�STE P Pu ro LA 1 STORAGE k d Z ARAM O FASCIA 14 SECOND MEMBER RIDGE OVER KITCHEN O ALUMINUM GUTTERS AND DCM91 BPd7T3p� �. ^ FRIEZE BOARD AND MOULDINGS WN F - P�tl�,i 6L 'HURRIGNE 0.1P I rd 14 STRAPPING—� FASTENERS AT ALL 1 '� 1/2'GYP.BOARD - • ` RAFTER/TOP PLATE i!ISR STAIRS . JUNCTIONS TYP. j 9•i2,12 STRINGERS j r 1 • - --2(6 E(T.STUDS•24'O.C. I KITCHEN - SUNROOM' RIq F.G.INSULATION I ;1 1/2'PLYWOOD SHEATHING - TYVEK WRAP(OR EQUAL) I .i I rJ W I .« - I�' .CEDAR CLAPBOARDS IN FRONT : I 1 - I W.L.SHINGLES SIDE 4 REAR - r� "S/4FIBEERR 9UBFLOOR--77 "b' GLASS INSUL� _ P.T.2X6 SILL a SILL SEAL - ANCHOR AT 36'-O.G. 10 000000 11 2xl046®Ib'O.G. a. W. 9-2x12 GIRT" 9-2rct2 GIRT . I 19R STAIRS 3 V3'6Taei c4oLUMN.9 I -• Z 9-2,12 STRINGERS •I ' - - a. W - c 5ASEMENT *' - lD Z N - u _ 13i_4n Q 6'.T'-q•CONC.WALLS I V2'CONCRETE SLAB I W DAMP PROOF BELOW GRADE WW — • _...... ..... i-.... ..... .... j Q to W F W 30° N r,ZGR0S5 SECT ION IL o0 - L 'SCALE:1/4° 1'-0' IL J . SHEET :Los.. 09IB AW. DRN BY: KW DATE: 7/23/Oq STAGGER.NAILIN . .. INTO BOTH PLATES. ,:. '" • A" 'VI Lf 2.6 DEL TOP PLATE V� .. EXEND HDR TO CORNER 2x6 DBL TOP PLATE U 4, FULL HGT.STUDS JACK STUD - - \`�� • VERTICAL - i - TO BTM OF HDR - _ O STRUCTURAL PANEL i - W/2 ROWS OF 16d RAILS �f/w� NAIL ED ed COMMON . - O 3°O.C. Ln 0 S°O.G.EDGE y . AND IV IN FIELD 1., 1 °E STRUCTURAL PANEL HEADER CONTINUOUS HEADER L NAILED 8d COMMON 0 MULTIPLE OPENINGS O.C.EDGE AND FIELD - - � U .LL PHD(14 GA - TRIMMER STUDS To STAGGER NAILIN INTO BOX AND SILL - 2u 5/5"ANCHOR BOLTS t /3°x3°PLATE NASHER9 r • V! Aq is p m a NARROW WALL BRACING AT GARAGE DOOR 0S�IL TO PL E w/ WOOD S UC U AL NELS�N.T.S. JOINT DESCRIPTION re+rmea w .NUPm9l w wll.erACNc - _ cas+wi Nuu Bca rolls - . . ., ROOF FRAMING V . .ni'nc"BwnBT ro14 �fvlowiiAl�i.en) a�i.e e-1i�awil a°B Z -- W N WALL FRAMING A Q.W*, . BTOD ro BNDAT INTLIePLTIONB.(PAce WIIFD)' 4-Ifa a-lid T JW NTB Z (PA�e wl m) -La a-Iw •D.� N Q f- NeADER ro NG1Od(PACs NANID) ea IM ea'O Alww CDC® tu RAFTER®Ib"O.C. 1 FLOOR FRAMIN4 IY- /0 (] . ro&l.L•TOP PUTe aQ cIFDOt(TOe NAILCD) I-Be bled •..PBt J]IBt W Q - e'1O1iaBaT�Ba ro.laer(roe rull.m) »a i-ietl eAa o1D W J Q. J w ro Bu oR Tvr rure(Toe NAIIID) _ fd eu e�ogc V 13 W Q - LPOGpe eTwr ro Bun oR clnDeR(rAc Nal.eD) plea efa.nler D . - .IOIeT oN LmeeN ro mAr++f NAII.tD) - reR.xxBr 42.5®EA. RAFTER _ - .lomr ro ewer(mlo rm7 +- Prn.a�ler � W OO - OAND JOIST ro BILL oR 1'OP PIAtH(Ne NAIL®) - 0-W. PErt POOT L 'ROOF SHEATHING wwD eTleucivrA�rANme - _ a' FlD.D - o TOP PLATE. y,PrerB oa rnueam wAfID w ro Is•oc. m Im f•eocr•1. . • _ RAPTCP.e Q!TRUM BPAO°JJJ OVR O'0.4 'ea loa eBGPJi' '-f-1 �. OR RAKe TRI10e w/e OABLC WCRIIIJlp etl le! f•6GNi'Fl6D IL J. d) OABLC"IOYlALL MKB OR RAKG 1RLL98 uV BTFUOTMAL ee Iad {•®BE/f'PICLD D' . OeT12 FlAIVAIJ.RAKB ae FAKe t1e11Be ua'lOCW1T Nmte fd xu a'mcva'PIp.O '— CEILING SHEATHING - ORAFTER TO PLATE CONNECTION OTR�"WAHBa RD 0°C°°`� r.eDBPne"eLD SCALES N.T.S. WALL SHEATHING . WOOD BTFYILIBIGL PANEI9 eT➢m ePAceo.ur ro w•o.c. - we f•PmerQ•"eLo - SHEET . - X GTPCOM�•WALLBOARD rANCIJf m CCCLf�B - e'mBP./f'PID.D 'T'mOB/IC Fle<D . - .. FLOOR SHEATHING - WWD eTW)CTIPAL PANEle ' 'OR LCCB m - IW i'EOBPII'RICLD _ caPi.Tex nuN I• I - Iw v eocerc•.FlaD JOBr 09115 RA DWN BY, KW - - DATE• 7/23/09 n- AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 LOT#40 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust)............................................................... ..............................................110 mph Q WindExposure Category................................................................ .........................................I..................B' Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories 5 2 stories Q RoofPitch.......................................................................(Fig 2) ...............................................12<_12:12 Q Mean Roof Height................................................:................. (Fig 2).......................................... . 6 ft <_33' Q BuildingWidth,W ...........................................................(Fig 3)......................................... ....i. <80' ' Q BuildingLength, L ...........................................................(Fig 3)........................................&.1. ft 5 80' Q Building Aspect Ratio(L/W).............................................(Fig 4)........................................ ..1.25 5 3:1 0 . Q Nominal Height of Tallest Opening2 ........................................ (Fig 4)......................................... 6'-8"5 6'9' Q 1.3 FRAMING CONNECTIONS General compliance with framing connections .. .............. (Table 2)........... ......... ......... .................... Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................... .................... ......... ...................................................... Q ConcreteMasonry................................................................. ..............................:. 2.2 ANCHORAGE TO FOUNDATION"3 �8 5/8"Anchor Bolts imbedded or 5/8" Proprietary.Mechanical Anchors as an alternative in concrete o I Bolt Spacing—general ......................................... (Table 4).............................................. 71 - Bolt Spacing from end/joint of plate........................... (Fig 5).......................................12 in.<_6"—12" Q Bolt Embedment—concrete...................................... (Fig 5)...............................:................7 in.>7" Q Bolt Embedment—masonry................. (Fig 5)............... ..............'............ in.>_ 15„ N/A PlateWasher...........:................................................(Fig 5)............................................>_3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ....... :......(per 780 CMR Chapter 55) .1...........::.... .....:... Q Maximum Floor Opening Dimension.................................(Fig 6)...................................................9 ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... i WA Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)................................................._ft 5 d �. ; N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).......................:.........................=ft 5 d N/A FloorBracing at Endwalls.................................................(Fig 9)................................................................ Q Floor Sheathing Type ......................................................(per 780 CMR Chapter 55).................. .... Q ........... Floor Sheathing Thickness .............................................. (per 780 CMR Chapter 55)........................3/4 in. Q Floor Sheathing Fastening...............................................(Table 2)...........8 d nails at 6 in edge/12 in field e Q 4.1 WALLS Wall Height Loadbearing walls.....................:...............................(Fig 10 and Table 5).............................8 ft 510, Non-Loadbearing walls.............................................. (Fig 10 and Table 5)............................18 ft 5 20', Q . Wall Stud Spacing .....................................................(Fig 10 and Table 5)...... .:.......24 in.s 24"o.c. Q Wall Story Offsets .....................................................(Figs 7&8)........................................._ft 5 d N/A A i/ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1>1 f 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.....................................................(Table 5)........................................2x6-8ft 0 in. Q Non-Loadbearing walls.............................................. (Table 5)......................................2x6-18 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs.................:............:.....:..... (Fig 10)..........::........................::.....:....... Q WSP Attic Floor Length............................................. (Fig 11).................... Gypsum Ceiling Length(if WSP not used).................(Fig 11).......................................:.....26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)............ .Z .............. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ..................................................... (Fig 13 and Table 6).......................................8 ft Q Splice Connection(no. of 16d common nails)............. (Table 6).:.........................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails).............................. (Tables 7).........................................................2_ Q Non-Loadbearing Wall Connections v`' Lateral(no.of 16d common nails):............................. (Table 8)...........................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..................................................... (Table 9)........................................6 ft 0 in.<_11' Q Sill Plate Spans ..................................................... (Table 9)........................................3 ft 0 in.<_11 Q Full Height Studs (no.of studs).................................(Table 9)............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) . `'• Header Spans..........................................................(Table 9)........................................9 ft 0 in.<_ 12 Q Sill Plate Spans.......:.....................:..........................(Table 9)................................ ft in.512" N/A Full Height Studs(no.of studs)......7...........................(Table 9)............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W r Nominal Height of Tallest Opening2 .......... ...............................................................6'-8"<_6>8" Q Sheathing Type........................................... (note 4)...................... .......WSP Q Edge Nail Spacing....................................... (Table 10 or note 4 if less)............................3 in. Q Field Nail Spacing.......................................(Table 10)..................................................12 in. �� Q Shear Connection(no.of 16d common nails)(Table 10).................................................... .... Q Percent Full-Height Sheathing.:...................(Table 10).............................................�. ...26% . Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......... ... ,. Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.............. .............................................:........6%8"<_6'8 Q Sheathing Type...........................................(note 4)...................... .................................WSP n Q Edge Nail Spacing......................................(Table 11 or note 4 if less)............................3 in. Field Nail Spacing.......................................(Table 11)..................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11)................................................: Q Percent Full-Height Sheathing..:..................(Table 11)................................................. ....17% Q 5%Additional Sheathing for Wall with Opening>6'8 (Design Concepts)......... .: .'... N/A Wall Cladding Rated for Wind Speed? :.:.............. ......::. :.... ......:.. Q P AWC Guide to Wood Construction in High Wind Areas: .110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 12)..................................:.........U=236 plf Q Lateral.........................I................I.. (Table 12)..............................,............:L_176 plf Q Shear........................:........: .::.....(Table 12).:................................ ......S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T= plf N/A Gable Rake Outlooker........................................(Figure 20)............. ft_<smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............................................. (Table 14)..........................................U= lb. N/A Lateral (no.of 16d common nails).. (Table 14).......................................L= lb. N/A Roof Sheathing Type................................................ (per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness.............................:........... ................:............................5/8 in.>_7/16"WSP Q Roof SheathingFastening ............. T ......:...................8d Q 9............................ ( able 2).............................. LOT#40 COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE NOTE BELOW APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not. required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11., 3. The bottom sill plate in exterior walls shall be a minimum.2 in.nominal thickness pressure treated#2-grade. 4. a: From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: ; i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists, and girders shall be a double row of 8d , staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 530 .2.1.1)' -WHEN THIS EDGE REM ON FRAMING USE Sd NAILS ATfib 1 11 11 , 11 11 1/ 1 11 11 11 1 - r.l • i l 11 11 r - 11 II 11 I it n 1r I I 11 1 1 11 n 11 I it 1-I i 11 IL 11 Il t ,C IIit O f1 1-1 F i m ii ii a 1 Ii 4 ii it 1 - I1 YJ 11 aD r, I ., It II Q ii rl 1[ z 11 1 Il,j' 2 1 11 IL 11 1 d I Q 1 i t 1 Lj 11 11 h u r - 1W} rl toIj li 11 LI i WUIBL.EWGE ----- NAILSPACING PANEL S V See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment f. . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a m aQ 0Q i FRAMING MEMBER* ® i i EDGE NiTERMEDWE , S*MIN. STAGGERED 3"MK'L NAIL PATTERN PANEL PA1 EDGE DOUBLE NAIL EDGE SPACING WrAL Detail Vertical and Horizontal Nailing For Panel Attachment Foundation Certification in Barnstable, Cotuit, Ma. , 02635 Location: Lot 40 Eagle Lane Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter. Nye Engineering & Surveying Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors Book 23161 Page 59 78 North Street, 3rd Floor Barnstable Zoning Board of Appeals No. 2005-082 @ Deed Book 21059 Hyannis, MA 02601 Page 158 Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number. 2005-214 Scale: 1" = 20' 08-17-2009 a Iq, o N. G' m m V:J}3.44' MAG SET A EL = 51.63' L$ 44ti LOT 40 < O' 14,505f S.F. 0.33f ACRES -cb cp �� do • _ 6' 00 F+ O O u` % �p , 00�91j 28 4 Tj T Ld 00 N x Q NLL 04O 0 51 O pl 0 N w S r� a 7 t >co p� a v + CD �? J d' � O o N� Z C9 w I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN i COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF Of >_ BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. f: . N THIS PLAN IS;ZO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 3� caccl o REGISTERED PRO SSIONAL NO SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE O •11-0� N 0 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S AIM 002 — PARCEL 02 Z SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDMSION PLANS. t COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL. FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CUM ENVIRONMENTAL CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED WWAT OF RARE ao WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED Q HABITATS OF RARE WILDLIFE' FOR USE WITH THE MA WETLANDS z PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL PER NHESP MAP OCTOBER 1, 2006 'CERTIFIED VERNAL POOLS! CB#57 SITE IS NOT WITHIN A PRIO ff HABITAT PER NHESP MAP OCTOBER R=5 .22 1, 2006 iPRIORiTY HABITATS OF RARE SPECIES' FOR SPECIES DMH 28 S UNDER THE MASSACHUSM ENDANGERED SPECIES ACT, \,+ h� s �\ 1 CB#58 REGULATIONS (321 CMR10) � \ / o' I \ + ID11 29 Gj R-5153 / R-s. o SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER . ,, ,y�'` RECHARGE PROTECTION AREA RM51.391 \� C7 ` 1-4134 SM 2 1-43.29 SM 10 5 ' / <�1 CONSTRUCTION NOTES: .\ `„r13:44 \ ��� 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDNISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED ` 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. 2. ALL GRADING, DRAINAGE~ AND UTILITY NOTES ON SHEET C-5 FROM 1 \ p. SMH 0�°,9 THE SUBONISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 55' \ i-4R-54.03 DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN.49 . js \ 1-4&30 SMH2 J. SEWER BUILDING CONNECTIONS. — MIN. COVER SHILL BE 3 FT. — SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER \�o UTILITIES AS REQUIRED BY BARNSTABLE DPW. — MINIMUM SEWER SERVICE CONNECTION SLOPE SHILL BE 2.1 X ENV.-45.84 54.0 "b?K / \ \\ INV.-47.58 ti 55.0 —�� ti6• �,�, Cotuit Meadows Subdivision Py� Cotuit-Barnstable, Massachusetts 54.5 25 cr M ` x / PREPARED FDR y �s a ,� (p COTUIT EQUITABLE HOUSING, LLC ? , •ems, \ ,ti• o y� P. O. Box 95 �. 1 0.� \ o� ?�' .�•� �, 3 `' Centerville, MA 02632 PROVADE (1) 6' DIA. x 6' DEEP \ ` �• TREE Site Plan LEA�(NG BASIN W/ 1' STONE SURROUNDING (OR ALTERNATE L40 o � �, `�\\ / G� Lot 40 Eagle Lane EQUIVENT CONNECT ALL ROOFS) 14.505f S.F. �• ,� ,a• DOsPoWs TO LEACHING Z N \0.33f ACRES e •�- / , BAXTER NYE ENGINEERING & SURVEYING VEYIlVG \ x / �`• 53.5 , /•�, �h'` \x, Registered Professional Engineers and Land Surveyors tN OF 1 78 North Street,3rd Floor,Hyannis,MA 02601 �o� MATT w �, \ / Phone-(508)771-7502 Fax-(508)771-7622 E CA 0 83 VEGET TED 12 DEEPIWN GARDEN 20 0 20 60 01S (250 C.F.-STQRAGE) NONEWSS10NAL �Nv TOP-510/80TTOM-52 0 _ SCALE IN FEET SCALE: 1" _ 20' DATE. 6-12-09 REV. DATE: REMARKS LOT 40 -77771 MAW MAW _I 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214