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HomeMy WebLinkAbout0328 PHEASANT HILL CIRCLE 1 - ���„,� i c TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V Parcel 60 Z, Applical-io Health Division Date Issued J� Conservation Division Application Fee Planning Dept. Permit Fee �G� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis - PProject�Street Address ta cork E-hl l ory-k V_illage._ i Owner ' twi" , 4-0 l otter, Address 32-b-, &asad Hill byeAL Telephone ICD�` +1b 6y11 0�33 L61(D Y Permit-Requests Fa re$A's INet,& tofihis1� ,, .414&tA L a vtvtzo4 v�r �en�i Y Square feet: 1 st floor: existing prop sed 2nd floor: existing propose I Total w Zoning District Flood Plain Groundwater Overlay Project;Valuations U-0 DO Construction Type Co Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use _ _ Proposed Use- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name L�istnc�K � I Awlaq�+�� Telephone-Number-- ��42Z 004 �U8 3326110 Address 3� 'I �6_ct�A_ W11 61 Y-L� License# _-------~ ► � ��, �2b3 yr Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DAT-Ef-N Of 6$ I^ s FOR OFFICIAL USE ONLY APPLICATION# .-DATE ISSUED t ' MAP/PARCEL NO. f n ADDRESS VILLAGE OWNER I� DATE OF INSPECTION: F , FOUNDATION FRAME Q5j 1-ollS e - INSULATION 0 - s 2 `� ;A ' FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL - r r GAS: ROUGH FINAL FINAL BUILDING., 6; ) Il l� DATE.CLOSED OUT ASSOCIATION PLAN NO. k Me Comm xm€nd&qfMaysachaseffii r 600 WkshhVQyr Street lf�tfllfy iY a2 f I F - WfR'fP.7#iIS.I.�TC3k3�t�Ilt t . WGrkers' Campen-saa atlssorranceA davit RaddeisfC�mtxactDr&Ue-ctncia &&umbers a Fslfcr�rrmaf Pleats&Friel Legibly �3LIleiisFllP irafirxnlFn3�vit#nal�, �Y� �G�l`�iLfn �/VClll��Gl q(C. 32Fr , bheasuK� Hit Clyde f tai�J g C"o ,t i Phone 9-7 Am yan m employer?Cfieckihe apprGpriate bw.— T of Prpimt r I ❑ I am a employer wia, 4_ ❑ I gem!ral coutradlhr=d I New errrplayees{full andlorgart=timed* ba�bired-fie sub-coo=s . ❑ I am a sole pup�pr orpartner listed on > attached slzeet 7_ 0 Rpma ieS gg ship and have no employees These mb-aoafractars have g- ❑Demalitiou Woking fDrMC in any CZPZCit)r. employees,and have workers' g_ Builrimg addition . P t}W07I=' cour p_inmr-d g comop_mcnrzaml J 5_ ❑ ale area corporaiimand its IQ.❑Electrical repairs c r additions I am hom er doing all wof officers have am-cised their 11-0 Plumbing repairs oT addidcu& l�- my�Tf [No worh='=nxp- �t oft-�. Lam per MGL 12-El Roof=epa m ' innxanrereqpired_I F c 152 §I(4),and wehmaD employees_[Na worim- M,: '_❑ Qf lef Comp_ff119=C-mquire&j- �AmyEppUcmfthatchackssbus�lEsoffi stalautderetinabeIO oes'' iUffiMMXGaM- Ram alx,submh his Effid-- d --z do mg=II _TM!ti,—h`-P umta e-contracmrs nmsi snh�ii a aea amdsc�t in i�such TC�cmrs thst ch�k taxis bux must stlached xa:ddifianaI shut shrrvmxd the name of die sub- �state whether txrhntfanse C 5.-ve amplo3 e - If the sub-cmitmctars ha•-v�e emplayees,they xffist po4ide theh-wuherO romp.p ohcg a=ber_ T ccm art�rrrinyt ihatis pt�rtixg fvarke-rs'r-ortnrrrrlian inszcrrrrccg for rrtl gtsr�uTnyses. �eiarr is fFte panic}artd job stir ir farrr�m£ie?t� Tnst�ance Go�xrpa�I£ame: Pofiey#or self-ius-Lic-Iff Fmpi afibrLDate: Job�iiu Address: Citgr'Sta1 alzip: Attach a ccopy of the:vmrkers'compeusaticm policy decI-Aration page-(showing the policy camber and ration Gate-}: FaRure.to seer ca erage as.rewired under Sectica SA ofMGL c. 152 can Iead to the iinposifum ofrriminal pmalEies of a fine up to VL5010D,andlor-mL--yearimp as e21 as eii r7 geszalfies in lhe fume of a STOP WORK ORDER-and a fee ' of up to$250_DO a dap against the violater_ Be advised that a copy of tins statem=t maybe forwarded to the Office of luregtffatiom of the DLA.for insurances coverage verEc2tim- I rfn FaRr ebb f'rc jxurts rct peno zes pedwy f iatfhe irtjvrma#uxn prat1id9d aba m-fs trim amt correct sittature: _�I3af d I 0 8 ( 5 Pbcme9- 508 0h2 `of- 6110 —CbyFc&t aw arnly: Da not rrrtfa is fibs area,to bg campieted by c4 or fawn afaciaL City or T'ow= # Issuingrfmtharitg(code une . L Buard of$&albs 2.RuxTffing Deparfmmt I GiIpTawn Chair 4.Eltcfrical baspbctor S.Pfumb ag Iispector d.Other Coact P rsa= yjassachisctts General Laws chapter 152 requires aH employers to provide workers'campeasatian far their employers,_ pursrtanttto this statute,an mTL9yee is de>ined as"__every person in fire sezvice of another unciex any contract ofbire, express or died, oral or wd tem" . An anproyer is defined as'an individual,paztnaThzp,association,carpozation or outer Iegal entity,or any t�ro or mars of the foregoing eIIgaged in a1omt entez�rlse,and includingfife legal represmtafives of a deceased employer_or the receive[or tt-astee of an individual,partaeahm,assaciatian or other legal entity,employing employees. However the owner of a dwelling house having n_otmore than flute apartments and who resides thm_Dnn or the occupant of the dwolliag house of another who employs persons to do maintenance, constzvctim or repair work on such duelling house or an the gmunds or building appurtenant thereto shall not because of such employment be deemed to be as employer." MGL chapter 152, §25C(t7 also sfafas that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrac:t buildings in the common,-vcalth for any applicant who has not produced acceptable evidence of compliance with the insurance_coverage required."' . Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall entr_r into any contract for the performance of public work until acceptable evidence of compliance with the ia c r once requirements of this chapter have been pi�smted to the contracting authority." A-pplicants Please fill out the wo,ke,b' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es) and phone number(s)along with -f their cer caic{s) of m n--aance. Limited Liability Companies(LLC)or Limited Liabi y Parfners4s(LLP)WiEDo 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 ins rrance Coverage. Also be sure to sign and date the affidavit The affidavit should e not the De artLnent of be returned to the city or town that the application for the pezmzt or license is being requ seed, p Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a vorkeis' e t at the number listed below. Self Tuned companies should enter their compensation policy,please call the Depa_rtm n _ self-in�ce license number on the appropriate line. City or Town Officials Please be slue that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o f the affidavit for you to fi11 out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fIl in the permitllicense number which will be used as a reference number. In ad ition,an applicant that must submit multiple pennitllicense 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 mi (city or town).-A copy of the affidavit that has beta,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 Rita-e permits or licenses_ A new affidavit must be,Tilled out each year.Where a home owner or cif 7P77 is obtnmmg a license or permit not related to any business or commercial venttire (i_e. a dog license or permit to bum leaves etc,)said person is NOT requaed to complete this aflidavZt The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do aothesitate to give-s a call_ The Deportment's address,telephone and fax numbe- ` e Commaaw—,I Jl of M=aahuzfts D tat o-f Indimtial.Accidents 6Q-G W B > MA G21 I I Te-L_A 617 727-490 06 Or 1477-hLA.,�SAFE Fa# 617--727- 45 Revised 4-24--07 �,r� �ag�dia Town of Barnstable Regulatory Services ��oF rxe roty� Richard V_Scali,Director t Building Division )ARNSrABL>w Tom Perry,Building Commissioner _MASS. v 200 Main Street, Hyannis,MA 02601 �Eb FMB� www.tow-n.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 01 b�gl I17 B LOCAITON: 32$ p�lectSavr� C p re- (v- d number ^1, sfi�et village "HOMEOWNER"' I i l,�q �/l9aW�Gi 'ctt�i VJ0- 2-0 0521 508-3 2-t 1.I.O a, nee�✓ """"'.home-phone# work phone 7 cuRx> rrr iZ:TGADDRESS: 321� , b�easat+ Nil) Grc� ,�' tip*, A�!/�_W2 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"home weer"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedure an require nts d that he/she will comply with said procedures and requirements. Signature of H r t Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code'states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." -Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,RuIes &ReguIations for Licensing Construction Supervisors,Section 2.1S) 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 Iicensed Supervisor_ The homeowner acting as Supervisor is ultimately responsible, To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILESTORMS\building permit fo=\EXPRESS.doc Revised 061313 TME To,,, Town of Barnstable rt Regulatory Services BARN� MASS.iE� Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property ' I hereby authorize to act on my behalf, in all matters relative to work authorized by this building pLt / application for. (Address of Job) ' Pool fences and alarms are the responsibility of the applicant. Pools r are not to be filled or utilized before fence is installed and all final inspections are performed and ac opted: Signature of Owner Signature of Applicant Print Name Print Name Date Q:FO RMS:O W NERD ERMIS S IONPOO LS - .. ---- ------ - - s79s07 NMT71 cVT EVW carbon[ess NC2817 3 PART JOB INVOICE DATE ORDERED ORDER TAKER BY v: TO Dt1� R .. ADD���� r •` 2 C''� -.. ,:r ~~ r¢"'°�. C"� a�,��r �0 �+4e Ym a a'� s. a+ � � -Y� � _ i'� �, { ��� k i .:.'i �`".�-,s�%�-.+r. '}��I* ''£i'CIE• �"ti�"'Ts� .. '¢2r"34k �� �1TA '� �=-C �,: ATT 1 aEMU , e T te ZZ lz � . a`x 41 n q • 78 m , !k?k /ob AL i 75 Axe ti WORK ORDERED BY �k Di Eot GOM,iW . a. A. ,�� s �ni 1 Ct JSTnMER APPROVAL '• - L U z � z WHO am ®®®® Too Now ®®®® U) . FRONT ELEVATION o SCALE: 1/4" V-O" m Q Z � Q O # H D I SWEET REAR ELEVATION A 1 SCALE: 114" - V-O" JOB: 1422 ' DRAWN BY: KW DATE 12/I/14 gO w ICI IL Qn LEFT ELEVATION RIGHT ELEVATION Now SCALE, 1/4" - I'-O" SCALE: 1/4" - 1'-O" U) 0 \ M TYP_ROOF d 4 2A0's i w O.C. R38 F.G.1 11 'HURRICANE CLIP' Rao F.G.INSULT FASTENERS AT ALL 61W PLYYMOV SUR 2xb i Ib O.C., RAFrERjA/CTOP TT PLATE - X3 STRAPP GYP. RIGD WIND WASH BARRIER REWIRED HALL BI T exrERloR ExE OF EXTERIOR Wa.L Y�T{- TOP PI.ATE 12 \ 12� BLACpNG 4' .C. 29WS 1 W O.C. 2g0'S 1 16•O.G. IN flRBT TWO JOIST TYP"EevEs YS FROM GABLE MALL 48 PASCIA/h4 SECOND MEMBER - GONTiN000S VENTING VWP EDGE _y i 1 � (() IN PRIEZE W.W/BHD MOULDMGw GYP. Tw. ExrER1OR WALL FOYER " KITCHEN _ 2R.Zx STUD9 u'O.CI Q Z b'R21 F.G.INSULT W PLYWOOD SHEATHING/ ii # W W.G.9HINGLESTYYEK WRAP/ 4'-0' 9'-O° �' FINISH FLOOR 3/4'CSB SUSFLOOR Q RSO FIBERGLASS INWL W wo'9•Ia•O.C. 2AdS Y 16.O.G fM''dA0'9 I V.'D.G 2-2d0 GIRDER 4t4 P.T.POST j w TrL POUNDATILH WALL GIRT GALV.r1ETAL PCST ANCHOR 5 P.T.SILL mcpz®�'O.C. N7,q•corrRETE , � BASEMENT '�''8010 T1°E'P1R2 TMP DAMP PROOF BELOW GRADE IOW'CONrINUp19 FOOTING 9� 1/J'LALLY Ca-uji is 6 NOTE, 8 In B•CONCRETE SLA U 5/8' ANCHOR . a MIL VAPOR BARRIER - EMBEDDED 7' 12'-O° 12'-0' SPACED 28" O.C. 12' FROM CORNERS ' WASHERS 3'x3'x1/4' iv j/JSLj\F{EE7' /24'-O' SECTION "A" JOB: 1422 - SCALE= 1/4" - I'-O" DRAWN BY: KW DATE: 12/1A4 < 2'-0' Now i!R mma a Of VIP 0-- 1. E— O s VAN tf- 1 00 idtea. - I t2'-b° I 19'-b" C •IO , O ABOVE Ri p. VINri I CARPET r 1� M = iY w� L 8TAIR9 J 2& r4 244DW2 49 sT -? 12'-0' GARAGE 20 m o 82°�7° a CONCRETE SLAB 1� Y ° PROM TOWARD DOORS (9)9 V4'LVL ABOVE RW811 c�v 4 2A N (V Ofm pRoomp CARPET f 2D LIVING o b CARPET O 244OW2BW iV (V 82°rw 2-4 7SR O.N.DOOR 14'-4. 28 s 3 cv Q SEE DETAIL WEET A6 `o - l Z NARROW WALL BRACMG -io mi L v SU IL P j nn 2'-b° 9'-O° 2'-b' 4'-0' 6'-0" - 7'-0' 7'-0' -6'-O° 4'-0' 14'-0' 54'-0' SWEET FIRST FLOOR PLAN /� SCALE: 1/4" - I'-O" 14 JOB+ 1422 DRAWN BY: KW DATE: 12/I/W V p w 3'-9' ct VINri 21c ® c 9'-O'P LIN ill Q C1 O li m pl 0. 2b b'-ia v 2a 2 e 2& ON. 284R-2 TMP O i4'%5T N T BEDROOM BEDROOM CARPET CARPET - o ` I o 14'-4' '-B° m 16'-O' iv KNEE WALL KNEE WALL : n N 3 ' O n Q g Z J O I- 141-0 34'-O' 1 V U SHEET SECOND FLOOR PLAN SCALE: 1/4° - I'-O° f JOB: 1422 DRAWN BY- KW DATE: 12/1/14 4S'_O° • 34'-O' U _ 2'-4' S'-4° 5'-1' 9'-3° 12'-0' p� w r-_-----------------------� 2-200 GIRDER-—•_ ~ I 4.4 P.T.POST ————— I GALV.HETAL POST ANCHOR .. , Ia'SONG TIDE'PIER TYP. I I I N O - 1gq�1, , leuLIwER ADl-' a VP r I q I la EXT. -- - ------ -J 'L- --- - - -- -- -------- -- 41 - 6. r---- -� :r------------- ------------------- --------- f I I' o OWN V t) 9 I I Ibkb'camNuous r�rP. I I Si � I I BASEMENT vAPwxrE BARRI�ER GARAGE o I I PITCH TOKARD DOOR I i GGIRT I - - ° oIr 14 PTi 3 V2'VIA-STEEL COLUMN 301.0a,A4'CONCRETE PAD I- I I I I A I I I • = I m I J I DROP KA"I. 0 DOOR j I �-- --- • — — ——J I Ibkl0'co° MALL nrNUOUS COW. TYP. I I tp . Q -------------- —————— --------------- - Ci � � Q J 0 IL siiNOTE�iii � 2'-9' 9'-6' 2'-3' - 5/8' ANCkM BOLTS EMBEDDED 7' O SPACED 28° O.C. U I2° FROM CORNERS WASHERS 3'xSIA/4' SWEET JOB: 1422 DRAWN BY: KW DATE: 12/I/14 EXTEND HDR TO CORNE 2x6 DEL TOP PLATE U _ RAFTER® 16" O.C. O FULL HGT.STUDS I x JACK STUD NAIL TOP PLATE APPLY SIMPSON MSTA10 CONNECTOR j H2.5® EA. RAFTERTOBTMOFHDR _r W/2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER (VA e 3°O.C. TO EACH JACK STUD STRUCTURAL PANEL HEADER TOP PLATE WILED Bd COMMON CONTINUOUS HEADER e 3"O.G.EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPENINGS DOOR TRIMMER STUDS Q 2 RAFTER TO PLATE CONNECTION SCALE:N.T.S. Now2-S/S"ANCHOR BOLTS it _ O w/9°x3"PLATE WASHERS EACH NARROW WALL SECTION �I it m it DOUBLE ROW ~ STAGGER WILT INTO BOTH PLATES 2.6 DHL TOP PLATE Q _1 VERTICAL STRUCTURAL PANEL O NAILED bd COMMON ®3"O.C.EDGE NARROW WALL BRACING AT GARAGE DOOR AND Ir w FIELD 1 SCALE:N.T.S. O SHEAR WALL COMPLIANCE: W- 71%OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3' EDGEA2" FIELD (4)16d NAILS PER FT B07-TOM PLATE VERTICAL DOUBLE ROW STRUCTURAL PANE LB STAGGER NAILIN L- 24%OF EACH WALL RUN BREAK ON SECOND FLOOR INTO BOTH PLATES VERTICAL SHEATHING WITH RIM JOIST - 2x6 DEL TOP PLATE 8d NAILS 3" EDGFA2' FIELD (4)16d NAILS PER FT BOTTOM PLATE - - ECOND FLOOR (� RIM JOIST VERTICAL VERTICAL O STRUCTURAL PANEL STRUCTURAL PANEL NAILED Bd COMMON _ - NAILED Bd COMMON Q J e 9 O.C.EDGE a 9"O.C.EDGE AND 12°IN FIELD AND 12° IN FIELD # w Q w Q DOUBLE ROW STABLE ROW V STAGGER NA AND AND STAGGER INTO 80X AND SILL INTO BOX AND SILL L • I ti>v ^eL SHEET 1 a 11 II 4 �I _FULL HEIGHT SHEATHING -SINGLE FLOOR FULL HEIGHT SHEATHING -MULTI FLOOR O SCALE.N.T.S. ® SCALE:N.T.S. JOB: 1422 DRAWN BY: KW DATE: 12/I/14 , 'I s hrl vc r� P 1 � i I 1 _ ,M vqiim Hj� tll � VN k4 PA' g !! 11 p 1+ t:7r ME trti Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 MASS. $ (508 16jq- ) 862-4038 �� prFD MA'i A Certificate of Occupancy Application Number: 200804729 CO Number: 20080275 Parcel ID: 002002037 CO Issue Date: 03117109 Location: 328 PHEASANT HILL CIRCLE Zoning Classification: Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor:. BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: AFFORDABLE Building Department Signature Date Signed 114E> TOWN OF BARNSTABLE Buil'd ill g Application Ref: 200804729 • BARNSTABLE, Issue Date: 09/15/08 Permi t 9 MASS. 1639• Applicant: Permit Number: B 20082002 Ar�p MAC A Proposed Use: DEVELOPABLE LAND Expiration Date: 03/15/09 Location 328 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 002002037 Permit Fee$ 805.80 Contractor BAYSIDE BUILDING,INC Village COTUIT App Fee$ 100.00 License Num 005645 Est Construction Cost$ 158,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT SINGLE FAM HOUSE,3 BR,2 BATH CAPE WITH ATTA C HEMS CARD MUST BE KEPT POSTED UNTIL FINAL ONE CAR GARAGE(UNHEATED,UNFINISHED STORAGE ABOVE) INSPECTION HAS BEEN MADE._.WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner.on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1550 FALMOUTH ROAD-SUITE 12 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: RM Building-Permit Issued By: /�" �� �.c�% THIS PERMIT CONVEYS NO-RIGHT TO OCCUPY ANY;;STREET,`ALLY,.OR SIDEWALK OR ANY,PART THEREOF,EITHER TEMPORARILY,OR`PERMANENTLY: ENCROACHEMENTS ON PUBLIC�PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING�CODE,'MUST BE APPROVED,BY THE JURISDICTION. STREET`OR ALLY GRAD.E.SAS'WELL"AS DEPTH°AND LOCATION OF PUBL]C-SEWERS"MAY BE;OBTAINED°F.ROIVI THE`DEPARTMENT OFPUBLIC WORKS.'> THE ISSUANCE OF�THIS PERM IT..DOE S NOT RELEASE THE APPLICANT FROM;THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: I:FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED: 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TOFRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). wo w f NAM (BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Rom I p�Kru� aK j�� ►7o �eC/f/� E� � L�(�/J r 2.Ajxy? DI<. 1 17 0g 2 `rod ( 3 0 0 2�iI"AL . 112 7/O9l A IA) 5e 2 o y v�Xs� V ' 1,� ��� s��s. 1 Heating Inspection Approvals Engineering Dept Fire D tt 2 /� C1 S 2 Boa of 2�t Fire acT 3 � � �- I lL L P`�FtHE Tp�,� Town of Barnstable - BARNSTABLE.p: Regulatory Services 9 MASS. 0 039. Building Division pTFO MA'S A. 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �C Location 32T A An-"7 Aru GV X Permit Number E"T—p 2.D000©1170-Y c�z< Owner Builder Wei art—, One notice to remain on job site, one notice on file in Building Department. The following items need correcting: i'A 13 c.J l`ceaL- ) 0-6f 9sec-r—; Dos LIJ L- I Lct7gC�,�c r.l 106- iv °� 3� Please call: 508-8162-46M for re-jnspction. Inspected by 1 Date Q`l f TOWN OF BARNSTABLE BUILDING PERMIT_APPLICATION. "Map Parcel• 3 _ Application Health Division "` Date Issued Conservation;Division Application Fee Planning Dept. _ Permit Fee ��� • Date Definitive Plan Approved by Planning Board Historic.- OKH Preservation/Hyannis Ca�PAAC>� 1� Project Street Address _3 J- /?f� 5�ic�l tLL- `�`/P— Village CO w/rt Owner.�yT(�CJ"��l T � _ .. �'• Address SOX 9� C' Wff2 V M11 Telephone Permit Request . U A1S7A0C—r 4 51A1,6ZF -41AIL 3 84D&Om, c f A711 Square feet: 1 st floor: existing proposed grid floor: existing proposed Total new j ®S Zoning District f" Flood Plain Groundwater OverlayP' Project Valuation,$/5y'm Construction Type,AUV Lot Size / '6� Grandfathered: ❑Yes LV1fo If yes, attach supporting documentation. DwellingType: Single Family ..,a Two Family ❑ Multi-Family # units Yp g Y � Y Y//( ) Age of Existing Structure lirw Historic House: ❑Yes W4 On Old King's Highway: ❑Yes a-No Basement Type: a-Kull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new cl Half: existing new Number of Bedrooms: existing 3—new Total Room Count (not including baths): existing new _First Floor Room Count Heat Type and Fuel: &G'as ❑Oil ❑ Electric ❑Other Central Air: WYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2<0 4 . C= Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ e�fisting �tl net' size`_ Attached garage: ❑ existing ®'new size _Shed: ❑ existing ❑ new size _ Other: ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded -o . Commercial .❑Yes ❑'No If yes, site plan review# �v Current Use V�4Cf�Nr Z-0 7— Proposed Use 6 lW64or— APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name `�� 6!/`Z-A1.C/6 11JC_ Telephone Number '771— Address Q License # 61d S�yIC— Home Improvement Contractor# Worker's Compensation # WCF 1973 41ee le ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TOJ4VbW6ff SIGNATURE DATE �& FOR OFFICIAL USE ONLY " j APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE e y OWNER DATE OF INSPECTION: s !!*wlq/, , t FOUNDATIO R �u� &Q ®K !o c� f?C -- aem FRAME INSULATI0 74 RWCX FIREPLACE ELECTRICAL: ROUGH FINAL '7 PLUMBING: ROUGH FINAL s � GAS: ROUGH FINAL FINAL BUILDING IriN DATE CLOSED OUT ASSOCIATION PLAN NO. `t � .r Town of Barnstable Regulatory Services . Thomas F. Geiler,Director BuEilding Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.banwt2ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW XjU`o 2 00 6� 2- Owner: Co`ruJr �4ktrl9GC Map/Parcel: 7 Project Address ?Z8 fifeASkor 9TLuL Cta. Builder: Q T• The following items were noted'on reviewing: - IAA c Z "t X 1/u G- 4 7t°!L -PA E-A • &&4- 36WN /u"-c 1 Jl2E AT 11-76 ( 2 ) A c c "5 To tF -rr L c- E-0 A gPo u E C,t V L�J Cs S lodQ-e Vl/l Ul T Iz 0 V C�--,-4 3a-To.rv►- o F . P t A G E Of �E-t(.t(y Cf o l S'Z' tLt,���te.>E✓S 3� ore. `: �r2�-R`2`� 3C> s Q�w-oz r��-c�t D►2 y��14 �5� Reviewed by: Date: - Q:Forms:Plnrvw . 1-oT 31 6YC Cs-uide to Wood Construction.in High Wind Areas: 110 rnph Wind Zone Massachusetts Cheddist for Compliance (780 CMR5301.2.1.1)' 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................. .................................................110 mph WindExposure Category.................................................................. ...............:.............................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2- stories 5 2 stories RoofPitch ................................................................:.........(Fig 2) ............................................_17, 5 12:12 BMeanRoof Height .................................................................. .................(Fig 2).................................................�ft 5 33' -� uildingWidth W .........................................:....................(Fig 3)................................................ ft 5 80' (Fig )................ ft s 80' Building Length L Fr 3 ...........:..................... Building Aspect Ratio(LA/V) ...............................................(Fig 4)........................................... 2,0 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).............................. .. 6o-65 6'8" - 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ ' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................:.......................................................................:............................... Concrete Masonry................................................................... ......................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolls imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4)....................................... ...... S in. Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... 17-.in.5 6--12- �G Bolt Embedment-concrete..:.....................................(Fig 5)........................................:........-7 in.Z 7" �G Bolt Embedment-masonry.........................................(Fig 5)......................N/A.............. in.z 15" PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x 3.1 FLOORS Floor framing memberspans checked ...............................(per 780 CMR Chapter 55 Maximum Floor Opening Dimension...................................(Fig 6).................................................. ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... _\01, Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..............................041.............._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................... .........r ............—ft s d Floor Bracing at Endwalls......................... (Fig 9)............................. .................................. Floor Sheathing Type ...........................4............................(per 780 CMR Chapter 55)........................ g ....(per 780 CMR Chapter 55).. - in. Floor Sheathing Thickness ........................::.................. ..................... Floor Sheathing Fastening.......................................:..........(Table 2)... d nails at Co in edge/ -.2- rend 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5 ' Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................:L-6 ft 5 20' Wall Stud Spacing ......................................p g .................(Fig 10 and Table 5)................... l�in.5 24"o.c. � Wall Story Offsets ........................................................(Figs 7&8)...............................I............ 0 ft 5 d v 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x-A-- I ft 6 in. Non-Loadbearing walls................................................(Table 5)..............................2x�- ft O in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).....................................................::........... WSPAttic Floor Length...............................................(Fig 11).............................................. ft zW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................_ft 2:0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11).....................aa'L4'-'6V j............. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays N/ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... 6 ft . Splice Connection.(no.of 16d common nails).............(fable 6)......................... AWC C'uide to Wood Construction in High Wihd At•eas: 110 irrph Wind Zone Massachusetts Checklist for Compliance(780 CMR 3301.2.1.1)' Loadbearing Wall Connections f Lateral(no.of 16d common nails)...............................(Tables 7)........................................... ' �-............ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..............................:(Table 8)........................................ ................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)...................................q ft 0 in._<11' �✓ Sill Plate Spans ........................................................(Table 9)................................. ft in.5 11' Full Height Studs (no. of studs)...................................(Table 9)..................................... ...... ..... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to'Table 9) Header Spans..............................................................(Table 9).................................. 2 ft -0 in.s 12' +✓ Sill Plate Spans...........................................................(Table 9)..................................�Z ft in.5 12" � Full Height Studs (no.of studs).........::....... ..:.... ...........(Table 9).................................................:......� -v� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ......... .....................................................................�5 6'8" SheathingType.............................................(note 4)...................................................... Q's Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... -51 in. Field Nail Spacing.........................................(Table 10)........................:........................ 12-in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)...................................................., % 5%Additional.Sheathing for Wall with Opening>6'8"(Design Concepts).......`.....:........ Maximum Building Dimension, L Nominal Height of Tallest Opening2........................ ..................................... 10 5 6'8" SheathingType.............................................(note 4)........................................................ 2 Edge Nail Spacing.........................................(Table 11 or note 4 if less).......................J_in. Field Nail Spacing......................................... able 11 2in. Shear Connection(no.of 16d common nails)(Table 11)..................................................... ...�3' ✓ Percent Full-Height Sheathing.......................(Table 11)..................................................... �/u 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ...:............................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ......................I.............................(Figure 19)............. , ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12):...........................................U=uO9plf f Lateral.............................................(fable 12)........:....................................L= Of Shear..............................................(Table 12)...................:.. .. . ..... S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...i41151--..................T= ' plf Gable Rake Outlooker.........................................(Figure 20)............._ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................:.:.....................(Table 14)..............N` ...................U= lb. Lateral(no.of 16d common nails)...(Table 14).........................................L= lb. Roof Sheathing Type............:......................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... .............................................. in.a 7/16"WSP Roof Sheathing Fastening............................................(Table 2).................. _......................................... 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. pt Town of Barnstable t Zoning Board of Appeals Laura F. Shufelt, Chair 200 Main Street, Hyannis, Massachusetts 02601 Phone(508) 862-4785 Fax(508)862-4784 Growth Management Department 367 Main Street, Hyannis, MA 02601 Patty Daley, Interim Director September 4, 2008 To the Building Division File Reference: Building Permit Application No. 200804729 for 328 Pheasant Hill Circle — Cotuit Meadows Comprehensive Permit No. 2005-082 and First Modification This building permit application is at issue due to the fact that only 4 model units have been approved by the Zoning Board of Appeals for construction in this 40B development. Those units are as model units only. As of this date 4 building permit have been issued and therefore this fifth permit can not issue. On September 10, the Zoning Board is to consider another modification of the permit depending upon the outcome of that hearing the situation may change. In addition: • as built plan for the septic system are needed at Public Works see attached e-mail request, • certain documents and approval are also needed in accordance with the permit issued to go beyond the 4 model units. r Arthu P. Traczyk, Regulatory Review Planner ok Td �nocFss • As a� 01 • 10•d8 6 mod, Teft ' - ok a pave- ,11 e w � Traczyk, Art From: Anderson, Dave Sent: Wednesday, September 03, 2008 10:18 AM To: Traczyk, Art Subject: Cotuit Meadows subdivision Mr Traczyk - I've been the inspector for the installation of the sewer main and property sewer connections out at the subdivision. Since the completion of the installation of the sewer main, I've requested an 'As-Built' drawing, several times, from the engineering company that is involved with the project. The Town should have several copies of this information available in it' s records for future reference. It's been almost a year since the sewer main has been completed, and I haven't received an 'As- Built' . would you be kind enough to contact anyone involved with the subdivision and request a completed 'As-Built' of the subdivision. If I don't receive a satisfactory drawing soon, my next step will be to request that the Building Dept refuse to issue any more building permits or occupancy permits for the properties in the subdivision. Thank you for your assistance. Dave Anderson Constr Proj Inspector, DPW 508 - 790 - 6244 office 508 - 294 - 2800 cell 1 t . Traczyk, Art To: Anderson, Dave Subject: RE: Cotuit Meadows subdivision Dave: Thank you for letting me know this. I will see what appropriate steps I can take here at 200 Main to see that you get this information from the applicant. Thank much Art -----Original Message----- From: Anderson, Dave Sent: Wednesday, September 03, 2008 10:18 AM To: Traczyk, Art Subject: Cotuit Meadows subdivision Mr Traczyk - I've been the inspector for the installation of the sewer main and property sewer connections out at the subdivision. Since the completion of the installation of the sewer main, I've requested an 'As-Built' drawing, several times, from the engineering company that- is involved with the project. The Town should have several copies of this information available in it's records for future reference. It's been almost a year since the sewer main has been completed, and I haven't received an 'As- Built' . Would you be kind enough to contact anyone involved with the subdivision and request a completed 'As-Built' of the subdivision. If I don't receive a satisfactory drawing soon, my next step will be to request that the Building Dept refuse to issue any more building permits or occupancy permits for the properties in the subdivision. Thank you for your assistance. Dave Anderson Constr Proj Inspector, DPW 508 - 790 - 6244 office 508 - 294 - 2800 cell ' 1 . Traczyk, Art To: Anderson, Dave Subject: RE: Cotuit Meadows subdivision Dave: Thank you for letting me know this. I will see what appropriate steps I can take here at 200 Main to see that you get this information from the applicant. Thank much Art -----Original Message----- From: Anderson, Dave Sent: Wednesday, September 03, 2008 10:18 AM To: Traczyk, Art Subject: Cotuit Meadows subdivision Mr Traczyk - I've been the inspector for the installation of the sewer main and property sewer connections out at the subdivision. Since the completion of the installation of the sewer main, I've requested an 'As-Built' drawing, several times, from the engineering company that is involved with the project. The Town should have several copies of this information available in it's records for future reference. It's been almost a year since the sewer main has been completed, and I haven't received an 'As- Built' . Would you be kind enough to contact anyone involved with the subdivision and request a completed 'As-Built' of the subdivision. If I don't receive a satisfactory drawing soon, my next step will be to request that the Building Dept refuse to issue any more building permits or occupancy permits for the properties in the subdivision. Thank you for your assistance. Dave Anderson Constr Proj Inspector, DPW 508 - 790 - 6244 office 508 - 294 - 2800 cell 1 REScheck Software Version 4.2.0 Compliance Certificate Project Title: NEW CONSTRUCTION Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Construction Site: Owner/Agent: . Designer/Contractor: LOT 37 BAYSIDE BUILDING,INC. COTUIT MEADOWS • Compliance:14.1%Better Than Code Maximum UA:256 Your UA:220 AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter • TOTAL CEILINGS:Flat Ceiling or Scissor Truss 820 30.0 0.0 29 TOTAL WALLS:Wood Frame,24"o.c. 1576 19.0 0.0 81 TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 209 0.340 71 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 820 19.0 0.0 39 Furnace 1:Forced Hot Air 78 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ` Name-Title Signature Date Project Title: NEW CONSTRUCTION Report date: 08/29/08 Data filename:C:\Program Files\Check\REScheck\LOT 37 COTUIT MEADOWS.rck. Page 1 of 4 f REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ TOTAL WALLS:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ TOTAL WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE 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 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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 and glazing U-factors 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 are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. 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. Service Water Heating: Project Title: NEW CONSTRUCTION Report date: 08/29/08 Data filename:C:\Program Files\Check\REScheck\LOT 37 COTUIT MEADOWS.rck Page 2 of 4 a. Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. rl Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: LI All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time dock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: NEW CONSTRUCTION Report date: 08/29/08 Data filename:C:\Program Files\Check\REScheck\LOT 37 COTUIT MEADOWS.rck Page 3 of 4 r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: NEW CONSTRUCTION Report date: 08/29/08 Data filename:CAProgram Files\Check\REScheck\LOT.37 COTUIT MEADOWS.rck Page 4 of 4 The Commonwealth of Massachusetts Department of Industrial Accidents Offzce of Investigations 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers}Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeeiblY Name(Business/Organizationgndividual): /3 q Y5 /1 6 y�L� IAIC Address: City/State/Zip:_ C /� V lL� Phone.#:�— Are you an employer?Check the appropriate b 9XI,. :Type of i•o]ect(required):. 1,❑ I am a employer with 4. I am a general contractor and I 6 New construction . employees(full and/or part-time).* • have hired the sub-contractors listed on the'attached sheet. 7. ❑Remodeling 2:❑ I am a'sole proprietor or partner- These sub-contractors have shipand have no employees 8. Demolition cemployees and have workers' • 'working for me in any capacity. 9. ❑Building addition o workers' comp insurance comp.insurance$' 5. [] 10.❑•Ilectrical repairs or additions requited.] We are a corporation and its '3.❑ I am a homeowner doing ill-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 c. 152, §1(4), and we have no 13.❑ Other ' employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 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 pub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Name: /-?�Chb 1A Policy#or Self-ins.Lic.#: U) CF d 07 3 Y6 6 Expiration Date: l t Q© Job Site Address: City/State/Zip: Ttl IT 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 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the.Office of Investigations of the bIA for insurance coverage verification. ' 1 do hereby certify under the pains•and penalties of perjury that the information provided above is true and correct. Signature � Date: Phone#. Official use only. Do not write in this area, to be completed by city or town official ; City or Town: ' Yermit/License# Issuing Authority(circle one): .1.Board of Health 2.Building Department 3. City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector 6. Other t Conthet Person: Phone#: 4 -` f y.(Boa rtleot3l3w c g egn o anc tandarit�t s j � ,�.4 COI1StlUCtlofl Supervisor Llcen`se fi h License CS 5645 � EExpi atlon=4(1a9/2010 =Tr# 22048 BR'I^NTID ACEY +. CyENT�RUI�LrL�E-AMA Oz63,2�� 'C�o m stone) f�. r 00 35000 cf enclosed'space 1A Masonry only iG Family Homes ',..� Fail�>r$to+possess a current editi'on'of We Massachusetts State:Build►ng=Code. I t4 is cake for,revocatton of this license. I ,..xr Bayside Building Inc. Certificates of Insurance 2008 Sub Contractor General Liability Workers Comp Airtech 11/24/04 11/24/08 9/19/04 11/24/08 All Cape Garage Door 6/1/04 6/1/08 6/l/04 6/1/08 Aluminum Products of Cape 8/15/04 8/15/08 8/15/04 8/15/08 American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Ames Electric Co., Inc. 11/1/07 1 l/1/08 11/1/07 11/l/08 Arne Excavating&Paving 7/14/04 7/30/09 7/30/04 7/30/09 ASAP Engineering&Design Co 8/31/06 8/31/08 1/15/06 1/15/08 Atlantic Landscaping Averinos, Anthony 7/20/04 4/6/08 7/25/04 7/25/08 Awnings by Peterson 8/6/07 8/6/08 7/2/07 7/2/08 Baltic Security 5/6/04 5/6/08 Has exemption from Barnstable Roofing& Siding, 5/12/06 5/12/07 5/4/06 5/4/07 Baxter Nye Engineering& 8/11/05 8/17/08 8/20/04 8/20/08 Berggren Building, Lars 10/14/06 10/14/08 12/31/06 12/31/08 Besse Landscape &Nursery 4/30/07 4/30/09 5/18/07 5/16/08 Donald Bingham, Jr. 12/10/07 12/10/08 3/3/08 3/3/09 Bortolotti Construction 3/7/04 3/7/09 3/7/04 3/7/09 Boston Closet Co 11/16/04 11/16/08 11/16/04 11/16/08 Bracken Engineering 6/6/08 6/6/09 Brackloon Tile Inc. 10/2/07 10/2/08 4/28/08 4/28/09 Browning Excavators, Inc. 3/3/06 3/3/08 3/10/06 3/10/08 BSC Group 1/l/07 1/l/09 1/1/07 1/l/09 Buckmiller Roofing 4/11/07 4/11/09 Budden, Robert W. 1/1/05 1/1/08 2/20/04 2/15/08 Campbell, William 8/26/04 8/26/08 7/13/04 7/13/09 Cape Cod Fireplace 4/5/06 4/5/08 11/30/06 11/30/08 Cape Cod Marble & Granite 7/1/05 7/1/09 8/16/05 8/16/09 Cape Cod Ready Mix Inc. l/1/07 1/l/09 1/1/07 1/1/09 Cape Concrete Forms 6/5/07 6/5/08 12/7/07 12/7/08 Carpet Barn Inc l/l/06 5/1/08 1/1105 l/l/08 Casella Waste Management 4/30/08 4/30/09 5/1/08 5/l/09 Central Vacuum House 12/1/05 12/1/08 l/1/07 1/l/08 Chaves, Robert 8/13/04 8/13/08 12/17/04 12/17/08 Clancy, John 7/l/04 7/1/08 10/1/04 10/1/08 Concrete Cuts & Coring 6/7/06 6/7/08 10/6/06 10/7/08 Cook, Robert J. 6/16/07 6/16/08 6/18/07 6/18/08 Anthony Arede DBA 3/10/06 3/10/08 3/17/06 11/13/08 Coy's Brook, Inc 1 4/24/04 4/24/09 9/21/04 10/1/08 Bayside Building Inc. Certificates of Insurance 2008 Christopher Costa Inc. 1/22/05 1/22/09 2/3/05 2/3/08 Creswell Construction Co. Inc. 11/20/04 5/19/08 4/31/2004 4/19/08 SW Creswell Construction Inc. 5/19/06 5/19/07 11/27/06 11/27/08 Cunningham Construction 10/7/06 10/7/08 4/8/06 8/19/08 Dartmouth Pools & Spas 01/01/08 1/l/08 111105 l/l/08 Davids Building&Remodel' 01/00/00 l/l/09 6/14/04 6/14/08 Down Cape Engineering 1/30/08 5/8/07 5/8/08 H. Fernandes & Sons 03/19/08 '3/19/09 D.P. Fuccillo Construction Inc. 10/20/06 10/20/08 10/20/08 10/23/08 Echo Custom Carpentry Inc. 11/15/07 11/15/08 , . 4/12/08 4/12/09 GAF Engineering 9/l/041 9/1/08 7/22/04 7/22/08 Gardner Concrete Forms 4/4/06 4/4/08 5/1/06 6/l/08 Gardner Concrete Construction 4/l/06 4/l/08 4/1/06 4/l/09 _ Gemme, John 8/5/07 8/5/08 11/17/07 11/17/08 Govoni Land Services 5/31/04 6/22/08 7/4/04 .6/22/08 Hill Construction 04/29/07 4/29/08 8/14/04 8/14/08 Hinckley Electric l l/l/08 5/19/07 5/19/08 Imedia 5/2/07 5/2/08 5/2/07 10/24/08 In Place/DM Design 1/20/04 1/20/09 2/18/04 2/18/09 J&J Concrete 7/13/04 3/20/09 111105 1/1/09 JAG Cleaning Corp,M&M 5/7/04 4/2/09 8/25/04 5/15/09 Johnson, Steven dba SMJ 4/25/04 4/25/08 4/25/04 4/30/08 Johnson Tree Farm 8/23/06 8/23/08 3/13/06 3/13/08 Joyce Landscaping 11/15/04 11/15/08 11/15/05 4/7/08 - Kitchen Appliance Mart and 8/12/04 8/12/08 111105 1/1/09 KOBO Utility&Electrical 10/1/07 10/1/08 10/1/07 10/1/08 L&M Glass Co, Inc 5/1/04 5/l/09 5/l/04 5/l/09 Jeffrey Lauder James Lavallee 5/21/07 5/21/09 4/1/08 4/l/09 . LHS Construction, Inc. 4/1/08 4/l/09 4/1/08 4/l/09 MacDonald Concrete Finishing U9/04 1/9/09 4/7/04 4/7/08 Maguire, James 10/4/07 10/4/08 10/4/07 10/4/08 MAP Insulation 10/1/07 10/1/08 10/1/07 10/1/08 McGuire Masonry Meagher Construction .6/19/04 9/2/08 6/23/04 6/23/08 Merrick Engineering 6/30/07 6/30/08 4/4/07 4/4/09 Morse's Masonry 3/10/07 3/10/09 Metro Insulation 10/25/07 10/25/08 Northern Sealcoating M K Pasic Plumbing&Heating' 10/1/06� 10/1/08 10/1/06 10/1/08 n�. Bayside Building Inc. Certificates of Insurance 2008 Pastore Excavation Inc. Pete's Masonry 4/22/08 4/22/09 4/22/08 4/22/09 Pride Flooring 6/13/04 6/13/09 6/15/04 6/15/09 Pro Fence Co., Inc. 3/26/07 3/26/09 3/26/07 3/26/09 R&H Construction, Inc. RAM Construction 8/15/07 8/15/08 Reed,Mel 7/21/04 7/21/08 7/21/04 7/21/08 Rolfe Construction Inc. 7/11/07 7/11/09 Ryder& Wilcox, Inc. 11/22/06 11/22/08 11/22/06 11/22/08 Shaw Woodworking 4/19/05 4/19/09 2/24/05 4/24/09 Shorey Mfg. 12/1/06 12/1/08 12/1/06 1/l/09 Snow's Plumbing and Heating 9/30/05 9/30/08 9/30/05 12/29/08 Anthony Spagnuola dba Spags 4/2/07 4/2/08 8/11/07 8/11/08 Triple Crown 7/30/07 7/30/08 12/12/07 12/12/08 Viola Associates Inc. 4/29/08 4/29/09 4/29/08 4/29/09 Whiteley, W. Vernon 10/1/04 10/1/08 10/3/04 10/3/08 EF Winslow Pluming&Heating 1 12/1/06 12/1/08 1/1/07 l/l/09 tiof�HE, ti Town of Barnstable Regulatory Services a MS&�'$ Thomas F.Geller,Director 'Alen hw�A`� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 v-y w.town.barnstable.ma.us Office: 508-862-403 8 Fax:. 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder a T, SAX �/ , as Owner of the subject property hereby authorize 6A- y-5/'6 fJl�— /�(/�' to act on my behalf, in all matters relative to.work authorized by this building permit application for: . �T (Address of Job) Signature of Owner Date be Ill Print Name Q TORM S:OWNERPERMISS ION .7, s Affidavit of Substantial Financial Interest C0Td (—I ®U q-A134. M05O 6 PACEY of LL, C , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map(10,,P, , Parcel Qom. The address of the property is �v�� Ptl5flSfi�7I G'! � C076!r 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a. 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address � S7; 1s �L1 4. Within the last twelve months, from today's date, which is �`�ly� , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit.application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted Q building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted () building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this°9#Aday oL4 -' 200� 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT BAYSIDE BUILDING PERMITS OBTAINED SINCE 9/2/2007 3 3 3 3 STREET # 3 LOT # 3 VILLAGE 3 APPLIED OBTAINED 3 1) 44 QUAIL RD OSTERVILLE 10/23/07 11/06/07 2) 361 PHEASANT HILL CRL COTUIT 02/06/08 02/20/08 3) 30 OSPREY DR COTUIT 05/09/08 05/23/08 4) 12 OSPREY DR COTUIT 05/23/08 06/05/08 5) 68 OSPREY DR OSTERVILLE 07/01/08 07/14/08 } TempParcelEdit Page 1 of 1 ✓�"' w 'f �R, "' u r )) h Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 037 Street Number: 328 Unit: Dev Lot: LOT 37 l 1,.. .._._..... Road Name: PHEASANT HILL CIRCLE T/R: f I Sec. Road: T/R: ' Villlage: 07 - Cotult Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69 75 (APP 7-62) Date Added: Updated: Up teeDelete dd `A`noth http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008 Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)]Ver:6.00.5 By: , on: 12-17-2008 :3:57:04 PM Project:LOT 37 -Location: LIVING/DINING CEILING This analysis was generated by an evaluation version of StruCalc 6.0 Summary: (3) 1.75 IN x 9.25 IN x 12.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 119.8% Controlling Factor:Moment of Inertia/Depth Required 7.11 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= 0.13 IN Live Load: LLD= 0.14 IN=U1018 Total Load: TLD= 0.27 IN=U528 Reactions(Each End): Live Load: LL-Rxn= 1260 LB Dead Load: DL-Rxn= 1171 LB Total Load: TL-Rxn= 2431 LB Bearing Length Required(Beam only,support capacity not checked): BL= 0.54 IN Beam Data: Span: L= 12.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW 1= 7.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 5.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 210 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 195 PLF Total Maximum Load: wT= 405 PLF Properties For:Versa-Lam 3100 Fb SP-Boise Cascade Bendinq Stress: Fb= 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3191 PSI Adjustment Factors:Cd=1.00 Cf=1.03 Fv': Fv'= 290 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 7293 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2139 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= 27.43 IN3 S= 74.87 IN3 Area(Shear): Areq= 11.07 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 157.51 IN4 1= 346.26 IN4 p1SIA1 „ . S 1 :6 A ,9- 93A HOZ :Y a�"n, "r6d+�'arw;7`�° 1, x +`` 5r:'Y• ',fir .Pyt`'+.s" ��p� ''r;. a ±�; c II,,45f ^� t"O; "� '� •a+ i 5. , ;c!' 3 'wr•.eyNtt A'�'+.. �;d { yoFtHe► � Town of Banstabl e ARNSTARLE. Regulatory Services B ' - ' 9 MASS._$....� ._.. .. .. _ - . .: .. ... .•. ...» r _-s.+ �..... t6,q:• Building Division '200 Main Street,.Hyannis,MA 02601 office:. 508-862-4038 Fax: . 508-790-6230 Inspection Correction Notice Type of Inspection �Q1�IQl/j(• Location 3 a�145*504W ;7L[_•(2We-1-6Permit Number Zooy 0/ 7a� Owner Builder :One notice to remain on job site, one notice on file in Building Department. The following items need correcting: _ o cQcC sus(' 6 w �i��re c �:t-"�" �� 5 c,v-ef �i Need Y1/1 Cc y�t,c.�-�i-�2 ��Y`+�cQ (U "e r '5g?e C-4� L U L �OSJD ( f4-' - iu G R5 _I�F I te&r6 F)000 Eel �(04.b 2 %-iv 6-ram 14 ZY® _S AJS r/9-1 R w Ae4 Ltd. (b4_ -ro -r Please calls r-5 8-862-4 for re-inspection. Inspected by Date Z 1 D ' Town of Barnstable o� MASS.AH 6. Regulatory Services 7 MASS. Building Division prFO MAC A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspections/y Location 3id9 4�414-p7/rGG &/2 < Permit Number# Z 1)Ofp Q"! 7d'? Owner Builder WeiS o- One notice to remain on job site, one notice on file in Building Department. The following items need correcting: r - v� 61 tJi ��f 0 )Ong 'r4o-A 3 V. v Please call: 508-862-4038 for re-inspection. Inspected by--1�& (- 100 Date TempParcelEdit Page 1 of I s4 , ;• Logged In As: Wednesday,January 162008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail . .......... New Mapparcel: 002 002 037 l Street Number: 328 i Unit Dev Lot LOT 37 Road Name: JPHEASANT HILL CIRCLE __.,_ _. . .w.... _...._ ... _.. T/R: Sec. Road: I, T/R: 011 Villlage: 07 -Cotult 1771 Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: a adz Update; elete 'AddEAnot�her a htt-D:Hlsscil2/Intranet/Proi)data/Tem-PPareelEdit.aspx?ID=Add 1/16/2008 4 SMOKE DETECTORS REVIEWED 0 T /DATE—BARNSTABLE BUILDING DEPT. z V) 0 FIRE DEPARTMENT DATE W Eaom SIGNATURES ARE REQUIRED FOR PERMITTING 00 CARBON MONOXIDE ALARMS w 0 MUST BE INSTALLED PER c) MASSACHUSETTS BUILDING CODE z w U im EF`=5-ii1 ® 01 ® 1 W 0 1 0 gr f I gEq o 9 =El ED w cr I I E I Ll I I E I cn rs 00 rs 0 f �0 ���� A Ln w Z FRONT ELEVATION m 0 SCALE: 114" V-O" (L Lu X Fffi 4-1 -1 tu FIFT] Z L El z :3 to :r t- tu fL fn co 60 SWEET i1 A t SEAR ELEVATION SCALE: 114" - V-Oil JOB: 0826 I DRAWN BY: KW MATE: 8/28/08 V ® I L J Q V Ln J h t + a OEM" W LO 4 Z W ' 1...� U L. HL'IF ® L Im < o OD LEFT ELEVATION o SCALE: 1/4" - I'-O" RIGHT ELEVATION (n W U) SCALE: 1/4" - V-0" m W Z Ip`I m o >z M a 4C;P- --/ �—� TYP_ ROOF 'HURRICANE CLIP' R3 F.G. INSUL. 2xI0b S 16' O.C. FASTENERS AT ALL R30 F.G. INSUL./ , RAFTER / TOP PLATE S S 16 O.G. 5/8' PLYWOOD SHEATHING/ JUNCTIONS TYP. '"���- ASPHALT SHINGLES Ix3 STRAPPI RIGID WIND WASH BARRIER REQUIRED 1/2' YP. BOA AT EXTERIOR EDGE OF EXTERIOR BAT HALL TOP PLATE (V � h 8'-1" / 12 w BLOCKING W-WO.C. 12 IN U IN FIRST TWO JOIST 2x10'S 16' O.C. 2x10'S i ib' O.C.BAYS FROM GABLE WALL E TYP_ EAVES Q N Ix8 FASCIA / Ix4 SECOND MEMBER V Q C4 1x3 STRAPPING 13R CONTINUOUS VENTING DRIP EDGE CID 1/2' GYP. BOARD q'T Ix8 FRIEZE BD. W/ BED MOULDING 4 KITCHEN FOYER TYP_ EXTERIOR WALL a � Z 2x6 EXT. STUDS 0 24' O.C./ 6' RI9 F.G. INSUL./ }- 0 1/2' PLYWOOD SHEATHING/ — FINISI FLOOR I 1 9'-0" 4'-0' TYVEK WRAP/W.C. SHINGLES z 3/4' OSS SUBFLOOR 4 4 ' RI9 FIBERGLASS INSUL. (n 0 2-200 GIRDER PT 200'S F 16' O.C. 2xI 0 16 O.C. 2x10'S F I6' O.G. 4 V w 4x4 P.T. POST 3-240 GIRT 4-2 TYP- FOUNDATION WALL lU -J GALV. METAL POST ANCHOR VVIN, P.T. SILL ANCHORED 25' O.G. = r Lu 12' 'SONO TUBE' PIER TYP. BASEMENT ISR 1 T ~ 8"x7'-9' CONCRETE (L, m q'T Jill DAMP PROOF BELOW GRADE n 3 1/2' LALLY COLUMNS L I 10"AW CONTINUOUS FOOTING co FF C4 U 3 1/2' CONCRETE SLAB NOTE: 6 MIL VAPOR BARRIER 5/8" ANCHOR BOLTS 12--0" 7 12'-O° EMBEDDED 7" SPACED 28" O.G. 12" FROM CORNERS N q WASHERS 3"X3"X1/4" SHEET 16' 24'-0" A 2 SECTION j1A" JOB: 0826 SCALE: I/4" = 1'-0" DRAWN SY: KW DATE: 8/28/08 481-011 v Lo ##i 12'-0' Lo i J � , J 1� �• z o DECK ' W n - U X � - 3 Imi < 't...�M'..w�.'i'r ;t^-, .`slfaa�.yr i,.•Na31R''-. '<i!f�:1.: :.'a�'.:Y=Sry�".. =.*.r?. �dYtRr.Ar. x..S"^.'°S+'ad-a°`�YNF:- ::..z :.':W.>'. -cES:�'$kk''f^i7"tk*.�Fv V� VINYL OD ME'" t s � )� co ^ MWM -O 2x10'e 0 TW 24410 p I Ib•O.G. - 30 1/8 x60 7/8 tV �C2 KITCHEN RdF. ABOVE 2 o CARPET I VINYL LU Ik ! PULL DOWN; (n STAIRS __ n 2 12-o m 28 GARAGE TW 2446 0 !e 0 O (3) 9 I/40 LVL ABOVE FLUSH - < 1 4 CONCRETE SLABso - - - - - PITCH TOWARD DOORS 1/8•x56 7/8• N N q• € 2� � ? O T 24410 W ICA ET 2 ,Ln CARPET G = W 30 I/8'x60 7/8• (V N UP 2'-4ff 4^_` 14'-4" 7", O.H. DOOR } V 0 v 121 W 77V] SEE DETAIL SHEET A6 ~ ~ Z co m NARROW WALL BRACING Z Q Q NOTE: CONTRACTOR TO REFER W U N s N S �• N n TO WFCM 110 X B AND 1� g m 3 CHECKLIST FOR ADDITIONAL (L (o 1- - - �- - HIGH WIND TECHNIQUES RELATED TO THIS PLAN C�V O 4'-0" fv'-O" 7'-0" 7'-0" 6'-0" 4'-0" 2'-6" q'-O° 2'-6" (n J 34'-0" 14'-0" SHEAR WALL COMPLIANCE: 4 81-011 - W- 38% OF EACH WALL RUN VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD SHEET FIRST FLOOR PLAN (4)16d NAILS PER FT BOTTOM PLATE 1 L- 11% OF EACH WALL RUN AB SCALE: 1/4" - 1'-O" VERTICAL SHEATHING WITH 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE JOB: 0826 DRAWN BY: KW DATE: 8/28/08 11 LLn t•� T- Py��^ J In h 00 34'-0" OEM W O'^ 10'—8" 18'-4" 5'-O" U J 3i_9n 8_7n 6:_pn 1�1 W im zu �3ATP 6 -- — VI wL 00 -- _ IQ ® 2 - O 9i_0LIN n A 4 OO t., ,-,�-t 2A 2A In �¢ o — -- N 30 1/80z56 7/w --- BEDROOM BEDROOM _ CARPET CARPET — --- — LU -- - J N ib'-0" m '-8" 14'-4" KNEE WALL KNEE WALL - — __--- LU O �— Z (() o (L 34'-0" 14'-0" Q V W M N ♦� J I SHEET SECOND FLOOR PLAN SCALE: 114" - 1'-0" A4 JOB: 0826 OHN BY: KW DATE: 8/28/08 - 48-0 341-011 14'-011 d In 0 121-011 q1_3:: 5'_1n 51_411 21-411 Z Lo J to V J Is ------------®---i ° j GIRDER 4x4 P.T. j I 4x4 P. POST I GALV. M 10' "SONO E"POSTIANGNOR o j PIl�R TYP. C; MEMO BILCO I t o W IBULKHEAD I I - I a RE(TT. I ep fLC1III ---------------- II ---.F—..� ——x 46° C—ON—CR—ET—E WALL �I II00 I I W I I BASEMENT I I 16"x10" CONTINUOUS FOOTING TYP I i ImCONCRET W I VAPOR BARRIEERR ` ' I 5'-1111 51-111, 3'_3n 31_8n b'_811 I m a GARAGE I _' SPLIT ( 4" CONCRETE SLAB I I GIRT I PITCH TOWARD DOOR3-2clO GIRD ( I p POIN 10 am C4 3 1/2' DIA. STEEL C2LUMN [-- ` I 30'x30°x12" CONCRETE PAD I I I = I Ir-------- J I o ° I I DROP WALL 10° I I V N x' _-, 10 DOOR I 3 a'x 7'-9" GONG. WALL I v © 16"x10° NTINuouS FOOTING TYP.CA I Q L. — — ——— -- LU ...:.,,_ N —————————————————————— —————————————— L I— I— — z V! 0 0. 1 1 w U 21-311 q'-(O" 2-311 0. m 341-011 141-011 CO 481-0° (V o co J I f SHEET A 5 JOB: 0826 DRAWN BY: KW DATE: 8/28/08 i 0 • N d p�. Ln •� J O Ln J 1` Z } ~ X O 0 MIN. 3' X 11 1/4" NET HEADER a,m�• � ••___�^> FASTEN SHEATHING TO HEADER WITH U 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN '"'.':::"::"' .......................... W O ALL FRAMIN D ..''`�''''�'......'.' � _ - °«'41F......YFi��F.;d: SHEATHING FILLER IF NEEDED � rr G (STUDS AND SILLS) _ _ _ :iieiiit.::�.:......: rei i�:`.=�:zveir (TYP.) - LL 1000 LB. HEADER-TO-JACK-STUD - - D TOP PLATE - - TRAP ON BOTH SIDES OF OPENING 16d SINKER NAILS IN 2 ROWS @ 3" S CONTINUITY IS - - TYP. INSTALL N BACKSIDE A - '^ O.C. 0S REQUIRED PER - - A SHOWN ON SIDE ELEVATION, R - VI 1 S ATIO REF. R602.3.2 1000 LB. HEADER-TO-JACK-STUD A N0. LS TA24 - 1 STRAP ON BOTH SIDES OF OPENING M REF. NO. LSTA2 4 W _ - - LryL/ MIN. IL O 2" X 4" (TYP.) ) BRACED WALL -- ---_- SEGMENT PER R602.1O.S W M �1 _ _ W _ - a IF PANEL SPLICE IS NEEDED SHALL OCCUR WITHIN 4"2 OF IS NOT MID-HEI HT. BLOCKING - - -- - _-_ - --_G - - REQUIRED. T- 3 8" MIN. HICKNESS WOOD • - w TR PAN- STRUCTURAL EL SHEATHING MIN. WI - �^DTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO: FOR VI EXAMPLE: 16" MIN. 8'HEIGH FOR T - t� 3 _ - p - _ - .. V Ll .. MIN. 3"X3"Xl/4" PLATE _ J WASHER ANCHOR BOLT OUTSIDE ELEVATION SIDE ELEVATION ZZ,^ :3W FOUNDATION PER CODE t V/ p Q (TYP.) IMPORTANT CODE REQUIREMENT: Q U ONLY FOR USE ON HOMES WITH FULLY SHEATHED PLYWOOD w OR OSB EXTERIOR WALLS, PER IRC R602.10�.5. :E A 1L m APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS co Q J- (DETAIL 1 OF 3) t SHEET A� JOH: 0826 DRAWN ]BY: KW DATE: 8/28/08 Foundation Certification in Barnstable . MA Prepared For : Lot 37 Pheasant Hill Circle CeT Assessor's Map: 002 Lot: 02 Baxter Nye Engineering & Surveying Community Panel Number 025551 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors 78 North Street, 3rd Floor Hyannis, MA 02601 Phone (508) 771-7502 Fax — (508)-771-7622 Owner. Cotuit Equitable Housing, LLC Job Number. 2005-214 -Scale : 1" = 20' 10-06-2008 ly as mQ TOWN' UNE BOUND LOT 36 om. o, L m S 82'00 06" b 2 20.Qj F 24.0, . . - 30.4' z� 10' ss , o 3 N ?^ I 40'- o I �OD / LOT 37 Z o 0 a 12;569± S:f:-- �~ e - �'-- , - .-. L�.,.. O 0.29± ACRES N/ MH #1 88 I ' 2,.9' RIM SETBACK UNE_ r 0. S 82•44'48" W 152.5T OPEN SPACE TOWN LINE BOUND , I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN N I NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. AND S. 0 THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 4 REGISIE PRO SSIONAL LAND SURVEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE 0:\7005\7005-714\CIVII\DFSIGN\7005-914PRIOTS.dwg, 10/7/2008 9:58:50 AM, 1:1, MTM a 1'� JI �� 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 Z SETBACKS: FRONT - 20' SIDE/RFAR = 10' I UTILITY INFOR11ATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. k COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DES THIS AREA AS ZONE C, AREA OF ARMM& FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.0 EC (AREA OF CRITICAL ENWONMENTAL COIiK:ERN). CO SITE IS NOT WRHIN AN AREA OF ESTIMATED WIBITAT OF:RARE WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED z ,' , KWATS OF RARE WILDLIFE' FOR USE WITH THE MEII A WANDS 3 PROTECTION ACT RE:GIAA706 (310 CAfR 10).` SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP fi y MAP OCTOBER 1, 2006 CERTIFIED VERNAL POOLS. j ' LOT 36 / SITE IS NOT WITHM A PRIORITY KWAT PER NHESP MAP OCTOBER h S/' ,''V J / 1, 2006 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES• � ; y 3 ; UNDER 1HE MASSACHUSETTS 0694GERED SPECIES ACT. C rr rrr REGULATIONS (321 CMR10) 0 , (� vi SITE IS WRHMV A STATE APPROVED ZONE I GROUND WATER 50.5 / r RECHARGE PROTECTION AREA r { NOTM CONSRaVION Z2X1 mid i E ro / OIP Q� 1. ALL GENERA CONSTRIXTION NOTES ON SHEET C-2 FROM THE _ r N i S HIV. 42.?� I AY 8 SUBDMSION PLANS FOR COIUIT MEADOWS, DATED � 6/25/07, SWILL HEREBY APPLY TO IHIS SITE PLAN. TOWN OF MASHPEE (MIN) a NrV 1 Z ALL GRADING, DRQPIGE~ AND UTILITY NOTES ON SHEET C-5 FROM s��, . S 41.t c THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, LOT 37 �c o , ' ;.. �€° 4- ,' DATED s / 12,569E S.F. ►� � , lED /25/07, SWVl HEREBY APPLY TO THIS SIZE PLAN 3. SEWER BUILDING CONNECTIONS: 0.29E ACRES � - AAN COVER SWILL BE 3 FT. { d / ' 50. / T ,,.0 �, - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTiUTIES _ ,' s,�A', ,►�'� �/!RB STOP AS REQUIRED BY BARNSTABLE DPW. CLI8' DIA. x S' DEEP LEA04NC BASIN W/ 1' STONt SURROUNDING CONNECT ALL ROOF DOWNSPOUTS TO LEACHING BASIN ' _ •' i Ox UNE , G "� T , ' N Cotult Meadows Subdivision 3 // Q , Cotult-Barnstable, Massachusetts , • W 152.5 ,� ,� , SIGH �2 / s ' ,,' ,' �� o� INV IN-40.67, PREPARED FOR OPEN SPACE;, , COTUIT EQUITABLE HOUSING, LLC ` R 0.1 Box 95 Centerville, MA 02632 X Site Plan Lot 37 Pheasant Hill Circle a BAITER NYE ENGINEERING & SURVEYING �r N Registered Professional 4 Engineers and Land Surveyors OF00 ,�,�S 0 78 North Street,3rd Floor,Hyannis,MA 0260100 Phone (508)771-7502 Fax-(508)771-7622 �� w EQ .., L u' .4 3 20 0 20 60 FQ s T N SCALE IN FEET s �orual J G m N V4,� ya $GALE: 120 DATE: 08-28—'08 CD REV. LATE REMARKS :..,� 29874 LLJ J At ° c� DRAm Mil? -0 0° 2005 2005-214 CML DESIGN 2005-214PBLOTS.dw 2005-214 0 N Ln k O {