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0396 COTUIT BAY DRIVE
� a � r =.-- - PREMIUM CERTIFICATE OF INSULATION ' SPRAY PRODUCTS • An Accella Brand ,PRODUCT1 + COVERAGE AREA Ceiling Area 1 Ceiling Area 2 Floor Area 1 Floor Area 2 Wall Areal fyg14 2.( Pc, j S -4,a 3,36o t c)P-V Wall Area 2 �o n 0✓�� aA� Z ( c3 r. �1vu � Wall Area 3 Wall Area 4 Premium Spray Products An Accella Brand-Lot fi's Ignition Barrier/Intumescent Coating: f'uTn.Ste`(A 2-wl Manufacturer: �l Lot/Batch N: Thermal Barrier Coating n Manufacturer: Lot/Batch 4: ,b�• y ..• �. „FOLD HERE. •.�•��.�. ..�_� w,w _.. _ ,..v.,..._ This is to certify that the Premium Spray Product's Foamsulate Spray Polyurethane Foam Insulation System has been installed per the manufacturer's specifications. Job Site Address / I '/ 2 Dated Installation l0 Build ame `.U'` �F �rr'1 "� PhoneA� 13 G0 BuilderA ss Builder ature Date -- - Applicator Name v 0 0' ' Phone J Uv Applicator Address ( u �a- 0 Applicator Signature Date 7 y 0 - PREMIUM ACCELLA SPRAY PRODUCTS M Acce+W Brent Premium Spray Products An Accella Brand,Accella Polyurethane Systems,LLC.,1255 Kennestone Circle,Ste.200,Marietta,GA 30066 Phone:770-528-9556 1 Fax:770-423-9781 1 www.premiumspray.com s TOWN OF BARNSTABLE BUILDING;PERM,iT APPLICATION rk Map Parcel-492 Application Health Division BUILDING KEPT. Date Issued Conservation Division SEP O O 2016 Application Fee Planning Dept. TOWN OF BARN Permit Fee Date Definitive Plan Approved by Planning Board STABLE Historic - OKH _ Preservation/ Hyannis P, ro'ect Street_Address CertarrQ/ Village--- //JJ�II Owner-'��R�H* TV 2ZVi9L,L J`f�A/9'* Address )W& Tel pphone J SPV 5�le 3 3 Perrnit�Request'� j� -F�1�.5 A) �k)S i , N 4, eA ). 'o y' 113451_4" i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project-Valuaion M6g MY�Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 90 Historic House: ❑Yes ANo On Old King's Highway: ❑Yes 0No Basement Type: ❑ Full ❑ Crawl XWalkout ❑ Other Basement Finished Area (sq.ft.) / ® Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new iNumber 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: aYes ❑ 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# i Current Use Proposed Use APPLICANT INFORMATION.__ (BUILDER OR HOMEOWNER) Name,_.�L� f Telephone Num �?4 3 Address T License # Home Improvement Contractor# Email,joh n h On Ci4, n& Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE- - - /DATE �'��1/,,, „ FOR OFFICIAL USE ONLY , APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS �, ' VILLAGE `. OWNER ' DATE OF INSPECTION: FOUNDATION FRAME .O INSULATION ' FIREPLACE x ELECTRICAL: ROUGH `~ FINAL PLUMBING: ROUGH FINAL z GAS: ROUGH FINAL FINAL BUILDING (t DATE CLOSED OUT ' _ASSOCIATION PLAN NO. WC wide to Wood Can -ucfiorr in H-rb Ii HIZad Areau:110 wph end Zane Ma-mchugefis Checklist for Compa'nce(7$a C6�fR�301z.I.l}' • - - • campl == 1_1 SCOPE. lritmd Speed V mm_gus* 110 mph Vkru d E:per Category B 1.2 AFFUCABILnY ------ —-�uri6er af=Sty ja:Tmf v�ldf ems B hrt;'IZ slapa�IsaIl bem¢�dered a sinry}- 3bries-5 2 smries - _. -- --—-- - Roof Pfth Tig 2) 51212 ' Mean FbmfHeight (Fig 2) KIX Building XVdfh,W (Fig 3) _ft 5 Bw Btffi3n?g L gih,L - (Fg 3) -ft s Bcr . Bu3ding Aspect Ratm UAV) (Fg 4) s 3:1 - Narnrnal Height of Tallest Dpening? (Fig 4) s 6 3' t _ ' 13 FRAM MI; CONNECTIONS General mnip onm wth barn g r-nnecibas (Table 2) 2.1 FOUMDA-TIONf rt - , Focmdaflon f T 15 fiE£�lg ra UpP.d'nerft of 730 CMR 54 4.1 _ r Conn ----------- -----_---- ---_.__._.._._------.---__._._ ' C ma-aba Masonry--.--• 2-2 AhtCHORAE;E TD FDUNDATIDA"' 5/r Anchor Bobo nbedded or*W Proptiebdy MadzanM Anchors as an abena5ve in canes only Brslt Spacing-general...._-.__.__.r.�_ (Table 4) in_ . Bolt SFBcing from egd/jotd of Phdr- (Fig 5) in.5 61-12". _ Bolt Embedmient-cane (F•cg�--- in.y 7' Bolt Embedment-masoruy --(Fig 5 ' hi-_>13" . PIS Washer " (Fig 5) >3`x 3'x 3, 3_1 FL..ODR•S _ Flox amng memberspans checkDd (per 730 CMR Qhapt�r 55) f wdmum F bDr Dpe g U&nens7on (Fig 6) Fuff Hedght Wall Stvds at Floor Digs less$can Z from Exterior Wall(Ffg 67----.---- ------ h4kdTalm FloorJofst Setf SuppDrang l-Dadbeanng Walls or ShmrwaIi (jg 7) T ft 5 d lffaxtnum Canfzlmwed FloorJaists , ' Supporfmg Lbadbmeng Walls or Sheatwall (Fg B) FloarStacuhg of Ehd►yrano Ff=Sheathing Type _-(per7B0 CMR Cftaptar 55) Floor SheafHng Tbkimess - - (pdr 7B0 aMR Chapter Z)' in- Floor Sheathing FastExTbg (fable 2)_=d trafs at in edge 1 in field , 4.f WALLS - Wall Height . I oadbealty t&a& Ftg it and Table 5) Noi�x=3rmg walls (Fig 10 and Table:5) WaH Stud Spacing (Fig 10 and Table 5) —h s 24 a r- _ Waff btoty O$sE& (Fgs 7 8 B) —ft 5 d 4.2 8XT IOR-WAL _35 . WC>ad Studs - L�adbeariags — [7•al?ie ?) 2_- fit in. Non-L mribearing galls._ (Table 5) 2x --ft_ZL, Gable End Wag Bracing' . _ Ful<Heig�t fndwall Sfvds (Fg 10) WSP Aft Floor Length ( ig 11) _ tt r-_m _ 'Gyps=Dffng L wv'h[tf W&F not csed) -(Fig 11)- —ft z 09W - and 2 x4 ConStwous Lafmal Btace @ 6 ft cLr-_(Fig _ or t z 3 cetTmg fusing sfrips @ 16`sparing•ttmz vmlr 2 x 4 biorhg @ 4 ft spactig in and joist t orfrTtss bays D=ble Tapp Plafr= SPU Lengg1 (1=rg 13.and Table 6) Sarrm Connec5an (no:of 16d rmtnr=nark}' (Table 6) — A FYC Cuide to WOLId CZrffS -oaten is I�igfr Wkd Are s: II D inph WM- d ZOAC ' ' - Massachlsetts Check for C©m pkance mo ca-moofils)I leg Wall Cannec6om _ - Laud(no_cf i6d common t�s) (Tables 7) _ Nor,E=dbew in9 Wag Cormecrorrs I(Mx of 16d common nails) ---- (fable B) — Load Beating Wag Openings(record largest opening brit c hack all openings for rxsrrrpfrance fin Table 9} f leader - (Table 9) _It h c 11' Stll Plate Spans (Table-9) _If _ FLA Height Shxfs (nm of'sfiids) (Table 9) Nnn4xod gang Wall Dpenangs(record lar past opening W check all opem_gs far compliance to Table 9) Heade Span s -- -- (Table 9) ._-ft_in!;Iz Sill Plate Spans.— - (Table 9) _ft_in.s 1T Fr.d Height Studs(no.of studs) bte-riorWall S:heaflibg to Rest Upfdt wd Shear S"tmuBaneausfy4 _ _ Wok urn Btffid-rng Dimension+W ----- frl ' oenvl Height ofTallestOpening= SheathingType-tnofa 4)— - Edge Nall Spadfig (Table 10 or now 4 if less) Feld Hatt Spacing (Table 10) in Shear Comection(no_of 16d mmmon nar7s)(Table 10)—. - — Pei-cent RAHeightSheathing (Table 10) Sib Additional Sheathing for wall with Opening>5'&'(Design Concepts) Mm&m.trn Hurldmg Dimension,L _ Notrunal HeightofTagestOpenings �_._------------_-..—_ __,. =5 SIT Sheatfdng T}� (note 4).— T • Edge Nall Spacing (Table 11 or not$4 Mess) Feld Nail-Spacing (Table 11) m- Shear Comerdion(no.of 15d common nails)(Table 11) . ht Sheath able 11 ._% Percent 5%Add§Dniai Shaming for Wall w#r-Dpmbg?-Tr(Design Concepts) _ Wall Ctaddmg - - Rafad for Wrnd Speed? _ 5-1 JZOOFs _ see BBRS WeI Roof homing memberspans checked? (For Rafters use AWC Span TgoL J Roof Ovedang (Flg wa 19) fl:s smaller of Z or L13 Tr=s cr Rattier Connections at L mdbearing Waft - - propr etary Catmednn; . Uplift (Table 12) iJ= P . �> (Table 12)_ = pif Si r [1•able 12) S= •Pif Ridge Strap Connections,rT iaIIar tits not f used per page 21-- (Table 13) T= Pif - Gable Rake OuiiDoker (Figure 2D)------ ft_<smaDer Qf 2`or IlL - Truss or Rafter Cwnec8ons at Narrmadbekrbg Walls Proprietary Cormetdars _ Upmt— (Table 14) Lateral(no.of I5d common r►atls)—(Table L= lb. " T (per 7B0 CMR Chapters 53 and 59). _ 'Roof Shin9 Ype ---•----- . Rcocifshaaffilng Thickness _in_?TI16'Y1f5P Roof Sheafdng Fastening (Table _ — Nbtes_ ' •1. - T L%auxic st sfsag be met in ifs entirety;exrfuding the spetdfic exception notad-in z to campy%Wh the requirements of 730 CMR_9301_Z_1.1. ltr:tn 1. ff fhe checklist is met in Its enfaety than the fagowng metal straps and fold dawns am not required per the WFCM 110 mph Glide: - - - a. Steal Straps per Fkji�r h. 26 Gage Straps per Frgrae 1 S c Up rl�t S'irapss per Frium 14 . tL All Straps Per Fgura 17 e. Comer Stud Hold Downs per Frgirre 1 Ba and Figure 18b - Z 'E=ep5=Dpening heights ofup.6 B f L shA be pmmffied when 5%Is added to the percent fuh-height stuffing - -requirertierrfs shdvm in Tables 10 and 11. 3 The bum sg plate in extidor wafts&-hall be a n*jm tan 2 hL nDmhml fi akness presswe fruated fL-cg-ide- l " ----r--mot - . -• _ — - .4WC Gkide fo Wood Corrsrrcdom zrr 1{i fr RTmd knerrus_110 mph H3=d Zarze Masaachnsetts CheckIist for'CompU2nce cmQ4. - - _ a From Tables ID and 11 and iwafrmn of wall shading and$ur7&ng Aspm Ratla,determine percent Full-�i jght Wisa$cing and Nark Spacing requirernwft b. Wood Shxk r-al panels shall be rmrmm�un thickness of 7f1 6'and be lnsfalled as fDIloW!'- - - t: Panels shall be k stal{ed'D sh-angth axis parallel to studs. - I M horimnt-al job shall=:ir over and be walled to fraunmg. �- On single sinfy won,panels shall be attached In bottom plaies and tnp.inembar of the double MP p ---- ----- - - ed.tD-ihd t*mernbarD F3 UPPer double to plate and to band joist at bottom of paneL Upperaffadwerit of law panel shall be made to band joM and lower attachment made to lowest plate at fast flc5rrftmhjg. " v. HcdmrdW nal spacing at dmbhe tap pimps, band joists,and gitr =sha-be a double row of ad - staggered 9 3 inrhes on mrdw per frgr ryes below:Vey and Hodmn al NaTrng for panel Afiachment 5. Glazing prDhxfl c a)raw house or horhmnial addr3on-required ff prnjecf�1 mBe or closer to shore ear(9 eral<j►a south of Rfr.ZB or north of Rfe.6) b)vertical adcMorr-not requh: d unless them Is'e)tmsive renm-Aon im tine fast floor c)rephmmentivBdows-creeds energy consmvaton cnmprmnce only(asap 93) G.blood Frame Can.tU C:SDn Manual(WFCM)for 110 MPH,Fxposrsre B maybe c btalmed from the Arnericat Wood Council (AWC)wabsib_- . EDGEFESrsoa rrnFs�d r,t� . 'ATC* a - tt et r.t u [ t .r 'tt it•o }}l t Q if 11 r L t ! f! IF 1, - ltt! [ !t [ a e t $t r ti 1— tr 11 rQ a t d tr _{ 1=. t rT Lk • It a�R2 � t t • � _ �Z C I t1( •C • 11 1! It, TI [ ftAE�JtC�JC+ � i Z�4LYR1"rH•mt � Pft+rli� See Datr fln Naxf Page VmrUa l and HDitmrrW tea g = - lTe�tiG31 and Nrrtat Natlmg - far Panel Atlas •• �Panel Affac�xner¢ - - . The Commmwea&hh ofMamadhaetft DeparameNt afluda lridAccidmis 600 Wksh&Wion Shwet Boston,MA 02.3I . wrviumas�gfrQ��a � Workers' Camp eniaffimInSnranC$Affidavit-11ml 1ers Can riane1plTm2he s Ate# finy, Please Print Na J lrl City/ 4 tr .i ' Phflne (�o& 360—b6�3 Are you an a nplaFer?C heckthe appropriate ban Type of project(rid)_ L❑ I ant a employer with 4. ❑I am a general caatrsctar and I 6. ❑New Construction employees(full amxl/or gart-timed* Irage hffed ifte sum 2.❑ I am a sale pmpdetcur orpartuer- listed onthe attgrbed sheeL 7- ❑Rem deuag ship and leave no employees These sub-comftactam have ❑Demoldion wad-ing for me in any capaCi£g employees andhave wokers' 9_ ❑Bulb addition [NO 'e°mP-sasuraaee Comp- 1 j 5_ ❑ We are a coaparafifla and its lb❑Eleckiad repaiis•or addidom 3_ ama bameownes doing all work officers have ese=ed their 11-❑Plmabmgrepaim or addtiaas myself [No wazkem'comp- dght of mmqAan pPr MCM 1?❑Roofrepaim ins=anro required-]1 c-U,§1(4).aadwe'hneno employees-[No wo&e& 13.0 Other camp-iasuzartee required_] •6ripe �fistrlecZsbaxfflmast&1=fMvat*esacff=bdawsm dL&W kele MSEdMPOrMYiMffi=Mq= ?�eeera��dm sabot due�daeiE i g 8iep s� aIf�a�c asd�birn aatsid =ast salm=a nev affidavit mdirsrJm sorb fCaaaa�g8uid�ec3tfanisbmcmasta3terbe�aaadd��alsbeeisbo►riagtbenameoftheantlstatearLetb��aotf6nsee�hss� empSoyRes.Iftbem*—have ewiosem,&ey n pmv,&&w xv '-MP.PalkF M -Tam rat eriipIapsr tLatisprauidirrg wcrkers'camperrsafiorr vrsrirasca er urJ*eagrlry Bdow is thepang and job site is�orm�iva - - Iasmanse Company xame: -Policy�m�e1f-ias.Ii�� Ibzpi�fasDate� Job Re Address: Cify/Sbfe/Zip: Attach a copy of the tiworkere cbm=pensaiionponcy dechwation page(shriving the policy number and expiration date}. Failure to secure coverage as required nudes Section 2 5A,of MM a 1:527 can lead to the iznposition of mimmai pemalti' of a time up to SL50D Oa and/or one-yearimpfisoumemf,as Drell as civil penalties is the fans of a STOP WDR1£ORDERand a f me of up to$MM a day abaind ffie violator. Be advised that a copy of this ztd=eut may he forwarded to tine Office of Investkpfions ofthe DIA for insmmce coverage v cn- Ido kersby cgrlF y under&e pms andpe aZftw a#Fegzuy thatifrs wforma&va prvvuW abaft is true and caarra t . Date.- vdi6v 6 ao(,b Phone tt�ai uw arnly. De not wrrfte in ffds m ea,is be c ozapfeted by dip artown ojQ'irciat City or Tawa.: Permitdicetrse IssaingAnfiwrity(Cirde one): L Board of$c#t r.Raffiring Depatrt ncnt 3.My/Town.C kxk 4-Electrical hmpector S.Phmffiing bzspector G.Other Coact Person Phone . 6 u: .r_ -nst.a••w - .� . [.n 1! �r lu.•• _( .;nu .•�w » u •• •- •••n.•�•. ►nnu�■ -u m w i• l gun • - • . 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Sca14 Director Building Division Paul Roma,Building Commissioner KAM 059. a�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMMON Please Print �LJV, —r/T�/�/ number stet village Mahn [+L)P ( s o!-) name home phone# work phone# CURRENT MAILING ADDRESS:��7+(D C 7�1T / gityhDwn state up 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"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. am Dfli6meowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act . as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed 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 to amend and adopt such a form/certification for use in your community. Town of Barnstable ; Regulatory Services RARNEMAHM MAM ` Richard V. Scali,Director ►`� Building Division Paul Roma,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 L , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final' . inspections are performed and accepted. .a Signature of Owner Signature of Applicant Print Name Print Name - Date Q:FORMS:OWNERPERMISSIONPOOLS I >>/2017 8:33 PM From: James Laskowski - To: +1 508 790 6230 Page 2 of 2 W Date/Time 01/31/2012 10:39 50B 420 9348 13.001 Jan 31 12 09:38a John Hunt (508) 420-9348 P.1 Ir�i�:•!•.i r:u ;r,�T Department of ' Regulatory.Services • :' ,`' :�liiJ�':n� C':`�•ij 7 s'FST`:rr?`.l�ta :+�' BAHN3TABLE, '� R4A89. BUII41ING DTV 1S14N BY 's'.ri t't :A T~,'.` s i~n bJ: sJ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY FARTTHEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN• CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNOERTHE BUILDING CODE,-MUST BE APPROVED SYTHE JURISDICTION.STREET OR ALLEY GRACES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC W ORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPUCANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 'IMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MIRMSERS HAS BEEN MADE.WHERE A CERTIRCATE OF OCCU• _CfRICAI,PLUMBING AND MECH (READYTO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE n 4ICAI INSTALLATIONS, 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEENMAOE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 1 E -10 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 3 1 TING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 Cj—-- Aj n'7 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPRDVAL WORK SHALL NOT PROCEEO UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # 1 0 � Health Division Date Issued Z l Z Conservation Division C�1�`-' Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board t11/ Historic - OKH _ Preservation/ Hyannis (!� Project Street Address ��� f� Ty �7 hx-h —At, Village Owner A i.,J 4A) ` �►�CC� RZZ y Dh Address �- Telephone Permit Request .5 iAL- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay i Project Valuation ;i/Construction Type Lot Size - Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. I 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 " C) Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ! gi Number of Baths: Full: existing new Half: existing "I 1'.w Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor ROo Cowes 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) Narr4 2eJ Telephone Number Address License # �7 y Zd Home Improvement Contractor# ��2 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE < FOR OFFICIAL USE ONLY APPLICATION# r LD.ATE ISSUED -�r� s•MAP/.P_AR_C_EL.N0. ' ADDRESS VILLAGE F OWNER DATE OF INSPECTION: l? I -. ,FOUNDATION".; _ FRAME t z INSULATION_i r - { FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS:a fi= ROUGH �<{:-- FINAL t t • ,S t. r DATE CLOSED:OUT- Y ASSOCIATION PLAN NO. — = - - - - - The-Com-momvealth-ofllassaehuset -___ .✓ AT_ _ -- - ------- Department oflndustriid Accidents Office ice of Inva dgatdoirs -600 Washington Street - Boston,MA 02111 www.mas .givvldia Workers' Compensate davit: s/Co tractors/Electricians/Plumbers APPEcant Information Please Print Le l Name(Busmess/orgmization1ndiva4: Address: City/State/Zip: le- - Phone = O� 'T FI re you an employer? Check the appropriate boa: Type of pioject(require::❑ I am a employer with 4. am a general contractor and I have hired flue sub=contractors 6. ❑New construction . . employees(full and/or part-t®e). . 2.❑ I am a'sole proprietor or partner- listed an the'attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in:any capacity. employees-and have workers' [No workers' comp.insurance comp.insurance.$, 9: ❑DME04 addition requfi-ad.] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their ep '3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions myself [No worlm' comp. right of exemption per MGL LZ.�Roof repairs insurance a roquaed.]t c. 152, §1(4), and we have no . employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their worksrs'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and them hit outside contractors must submit a new of 4avit indicating such. $Contractors fat check this box must attached as additional sheet showing the name—of the sub contractors and stale whew or not those entities have empioyecs. If the sub-conb=1ms have employees,they must providt their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Coinpany Name: Policy#or Self ins.Lic.#: Expiration Data: lob Site Address: City/Stdr,/Zip. 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 en lead to the imposition of emninal 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 tine of uup to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investizations of the DIA for in� overa a verification I do hereby certify under e p penalties perjury that the information provided ove is true and correct" S 1� Si trae. • Date: J AC Phone#: j Of fzcial use only. Do not write in this area,to be completed by city or.town official City or Town: Permit/I.icense# -Issuing Authority(circle one): .1.Bbard of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone# i I Apr, 5. 2012 10: 57AM Insurance Agency of Cape Cod No 7363 P. 1 A�® CERTIFICATE OF LIABILITY INSURANCE Fy/5/0 2) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE'HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s . PRODUCER CONTACT Ell sia Moraia NAME: y The 'Insurance Agency of Cape Cod PHONE (508)8ee-2766 � o.(508)933-0909 480 Rte 6A E-MAIL P 0 Boa 960 INS g AFFORDING COVERAGE NAIC9 E Sandwich MA 02537 INSURER A:S2LfetV Insurance Company INSURED INSURERB:TechnolO Insurance Co. John Clancy Mason Contractor Inc. INSURERC: 6 Jasper Lane INSURER D INSURER E: Forestdale MA 02644 IN COVERAGES CERTIFICATE NUMBER99aster 11-12 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTR TYPE OF INSURANCE DDL POLICY NUMBE2 POLICY EFF MWDD/WY LIMITS GENERALLUlBILRY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY Ea occurrence $ 100,000 A CLAIMS-MADE DOCCUR HMOOOOG63 /1/2011 /1/2012 MED EXP oneperson) $ 10,000 PERSONAL&ACV INJURY $ GENERAL AGGREGATE S 1,000,000 GEWLAGGREGATELIMITAPPLIESPER. PRODUCTS-COMPIOPAGG S X POLICY PRO- LOC S AUTOMOBILE LIABILITY COMBINED SINGLE Ea aoddenl A ANY AUTO BODILY INJURY(Per person) S 250000 A TOS NEDIx SCHEDULED 396601 6/26/2031 6/26/2012 BODILY INJURY(Per accidenl) S 500000 NON-O DAMAGE X HIRED AUTOS AUTOS perseciideerrd) $ 250000 Undermsured molorisl Bl fR $ 100000 UMBRELLA LUU1 OCCUR EACH OCCURRENCE tv S ,�y`�._ExCESSLUU! CLAIMS-MADE AGGREGATE, ry $ f: DIED RETENTI N S O ys $ — B WORKERS COMPENSATION WC STATU- O AND EMPLOYERS'LIABILITY ANY PROPRIETOWPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT ` S -3 500 000 OFFICER/MEMBEREXCLUDED? El NIA (Mandatory In NH) rWC3257019 0/1/2011 0/1/2012 E.L.DISEASE-EA EMPLOYEE S 1 500 000 If yes Cesclibeunder DEMRIPTION OF OPERATIONS bolo~ E.L. 500000 DISEASE•POLICY LIMGC, S ....� � rn DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101.Addltlonal Ramarks Schedule,rr more apace Is requlmd) I CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ....._THE_EXCIRAIJON._..PAT.E._.TNEREOE..NO.UC ....WI Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis, MA 02601 TJ��,O J� I L-A ACORD 2S(2010/06) 188e-2010 ACORD CORPORATION, reserved. INS026(20Imspi The ACORD names and Innn nrA r"iotP.nra marlrc of Annon �dir a ,}ter r +. c _ac. .z� ° C• -i r .. { it��F• is � • '� '7z y P y*qt�.{,` 1 .v .fi f f _k; y;, 5 �� ..�5•�}n H.1: sF7,T;i &Y.13: 2011 11:53AN '- Na.0327—P. I/1 ,I . " N ?s- Al e a 0 lk �O i Q v y3-pN 3 O ° Lo7 S 4 b ZI o,&a6 sF �ja 83 0 ,qr willf fJ11�N Iln R CERTIFIED. PLOT PLAN �-oT &'I C-T✓fr R�VY SAOR 6d :NEW CONSTRUCTION ONLY ,T.Qfw,pF FOUNDATION 19 _FEET IN ROAD. ++B 7y LOW POINT OF ADJACENT SA JI&STASI t}_AIA.Mo _ SCALE+/"_40, DATE-31z, 7 (,F!DREDGE£NGlNEE'R/NG COCO.IN i"�c�•G _ i CERTIFY THAT THE u:✓"r,0 / CLIENT SHOWN ON TH19 PLAN 19 LOCATED EOISTEREO\I f(�EOISTEREO CIVI LAND JOB NO.790oa. ON THE GROUND A9 INDICATED AANDSURVEYORL CONFORMS TO THE i0NINO LAWS �fN01NEERy ` S,- OR.BTU A•�!1 OF BARNST l' ,MA 9. ' 33 NL MA,ti"I 712 MAIN ST. CN.BY: "'13 /NN [J((yg 10 YAHMOUIH,MASS HYAIS,MA,S. SHEETL OF 3�p R IAN! yUp�EYOR 4 `j • r Town of Barnstable �;• Regulatory Services MAM Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns . r Office: 508-862-4038 Fax 508-790.6230 Ij Property Owner Must .Complete and Sign This Section If Using A Builder I 7 o H u n 4— as Owner of the subject property hereby authorize SiJ9Ar ,� s�. - to act on my behalf, in all matters relative to work authorized by this budding permit (Address of Jq ) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed accepted. Signature of Owner Signature o pplic/aJlnt T�Hn G{un� /<rdyy/aS JOh17£41 Print Name Print Name Date Q:P0RMS:0w4ERPERMISS10NP00IS - a :.rassacnuscns-vcpartmcm of runuc a:ucn Board of Buildin_Regulations and Standards Construction Supervisor License •_ One-and Two-Family Dwellings License:CS 47420 THOMAS P DAMELIO - 16 WHITE BIRCH WAY W BARNSTABLE,MA 02668 o�-^L�l-/X/E Expiration: 4i72013 - ('onunisximer Trp: 14289 I License or registration valid for individul use onty i .� OM a of Coasumv Attain&Bdxlaeu Reguluooa before the expiration date.if found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Reglstratlon:`e='1,18952 Type: lO Park Place,-suite 5170 •' 'Expiration: -5013 DBA BostonMA02116 `yr ' M ; NG M P DAMELM.BY&T I �,i THOMAS :3�1''%7 . 16 WHITE BIRCH tAa�':`"-.i'.� � Not va id without signature . W.BARNS TABLE,MA,026¢B;ri Uudvsccrctary - I t i i iI i E .=� _ ���` Iry I� ,�G Je� �� � to � �Dp�e ' LAYOUT NOTES t.tam.,apb.i.w•mwmmn e.Kn•Nn., _ _ .. iNm.pt cwwct.•...... ).Gman•,m wcp mtl uwbN wanr nnkn xN E nN.m rnu+namabn.•na.ibN•b.d.aua WALL t SOUARE 35' length times .5 17 9.1. >..w,;b.,,e„e e,,,p,,,,,,•,N,„a,„,m,,, FOOT CALCS •aNrm 4,uN ta.4.po.4.N�..�p.,>..n, _3. mryul tl M ounr Nb Mm.N4 ma.nperi rnn14N b In.Imsaa NaNlai. 720 s.f. 26 prWR,uu uWYa iivepMW Ow•tbn el s.. oo n e ow ra a .NNNa,w •••. '•••w a•Nw�• 6s.1. en —7' ^' 22t' 96°6 3 BEDROOM USE ACO SLOT HOUSE FIRST Sv06�Y `gN BK—WALL DRAIN??? AS BACK FLOOR ELEV. $ LIGHT UP FOR STORM??? 8729 Fi.,. :' t6i '•f:"_ '�_ 85 ALL t• FFE= 87.29 g60 x O DW L �+ 9. 2 8.7+f WALL OO +8062 6 ;tiiy:a�:• ,?y`:r •+ 9WALL/2 .�i` `•�..: 84. 4. ;,l•: r'y ..Q. -S:`.: t RIVER•:,,;;:: f• Sin; C• CK •:,�.*' 6 r / N uvuon a6a.5 46t.3 W LAWN 3 q •,emoa•a shoe'.._ _ � .i• 0.52,' / occa 085.46 RIVER Slob'080.54 IRE ~�':;;,�ROCK, / SPA � IT 8 — — P F. PIPED :°..•;.,, — LAWN DW AGE + PLANTED 0� L. 84tN d• ' asrt - BERM xO oer.2 + r • + 0�, .ra x8J' O O • •` x PUZZUOLI I HUNT RESIDENCE 82S - ■ecorutr e.rtwm..wS,ow u4u.w. LAWN ,io scene vc N,recrune DW .o.rm.wnerawNa.e.w.cta.4 mwwero ecuat.. o.ro Ncwmmaa,t RE'MOYE SITE PLAN L 1.01 ' PX• UNHEALTHY y " TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6 Application # f Health Division Date Issued t�l Conservation Division Application Fee Planning Dept. Permit Fee SS Date Definitive Plan Approved by Planning Board i Historic - OKH Preservation / Hyannis Project Street Address ?0Z(o )"7 U L jEMD?,. Village Owner JJ OO&) � Address 3`1 to Telephone Sob- 36D - (.9633 Permit Request 2cn—p moo ,hn-* ayUXA- -�A -ems PV S6 �G �' ��c 5��✓✓1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family e' Two Family ❑ Multi-Family (# units) Age of Existing Structure ,S Historic House: ❑Yes U-N On Old King's Highway: ❑Yes 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 G Heat Type and Fuel: 9-� ❑ Oil ❑ Electric ❑ Other " ` Central Air: 0''?e-s ❑ No Fireplaces: Existing New Existing wood/coal stove',❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing VnewSsize_ ,Attached garage: © ting ❑ new size _Shed: ❑ existing ❑ new size _ Other: N e s Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 3eKo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v Telephone Number 79 Address r 3 � "U License# 2 Cam`/l �f t rJ /� Home Improvement Contractor# �� �`� Worker's Compensation # 1�/1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOd�OfI/✓��t�I /�- W,4,f011.� ; ,,) J"I ac.LifOli lid � o � _lC(LA i SIGNATUR DATE 1 FOR OFFICIAL USE-'ONLY APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME j 306tA INSULATION FIREPLACE ELECTRICAL: ROUGH rFINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING J 1 DATE CLOSED'OUT- i- ASSOCIATION PLAN NO. The Commonwealth of Massachusetts A_ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): J, Address: City/State/Zip: C14 U irp'► Jt,P one#: v 7 Are you an employer? Check the appropriate box: Type of project(required): L VTarn m a employer with 4. ❑ I am a general contractor and 1 6. ❑ New construction ployees (full and/or part-time).* have hired the sub-contractors 2. a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have - g. ❑ Demolition working for me in any capacity. employees and have workers' insurance.$ 9. ❑ Building addition coin [No workers' comp.insurance p' 10.0 Electrical repairs or additions required.] 5. ❑ We are a corporation and its 3.❑ 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 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 sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). 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 forwarded to the Office of Investigations of the W for insurance coverage verification. I do hereby certi un' ains 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: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and -Instructions 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 employer is defined as"an individual,partnership, association,corporation or other legal entity,•or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' 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 their certificate(s) 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,n6t 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 Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact.you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license 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)."A copy 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 home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person 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 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.mass.gov/dia Massachusetts- Department of Public Safetc Board of Building Regulations and Standards Construction Supervisor License License: CS 57328 J J SUPPLE 136 SUNSET RD CARLISLE, MA 01741 Cam— psi—rj� Expiration: 9/11/2013 l'onnnissi„Ilk.r Tr#: 428 ✓1� tOomvuaar�se a ` a Office of onsumer Attars smess egulation HOME IMPROVEMENT CONTRACTOR Registration: —126933 Type: Expiration: 8710%2012 DBA S PPLE CONSTRUCT IONCONTRACTING J SUPPLE "- 136 SUNSET RD CARLISLE,MA 01741 Undersecretary ;ll:e"Va�izmza7zuiettll� u�e�a��uGetld DEPARTMENT OF PUBLIC SAFETY Hoisting Engineer:Ucense Number: HE 087366 Expires: 09/11/2013 Tr.no: 912.0 Restricted: 1 C,2A J J SUPPLE 136 SUNSET RD G CARLISLE, MA 01781 Commissioner W®IPT—iNG t NGINEER RE83RICYI®N COMS 1A:All hoisting equipment(Maot el©Ctde and air powered hoisting Failure to possess a current edition of the dqulpmont),Ifloiuding all friction oluloh machines,derricks, I Massachusetts State'Building Code guy derricks,stiff logs,Chicago booms,gin pbles,lattice booms, is cause for revocation of this license. and ogUlpment with telescoping booms with or without wire ropes, , 18.Equipment with telescoping booms with or without wire ropes, Refer to: WWW.Mass.Cuv/DPS 10:Equipment with hydrollo telescoping boom without wire ropes, 2A.Crawler and rubberllred excavators,backhoes&loaders. 213,®aekhoes and Wnkend loaders. ` 20,Pront•end loaders, 3A,Eloctdb and air powered hoisting equipment, 4A.Unrestricted,48.DKII rigs,4C,Pipeline sideboome,49.Concrete pumps, 4E.Catchbaoln cleaners, 4F.Slgn•hengers,40.Mowers �— DIG SAFE CALL CENTER: (888)344•7233 t License or registration valid for individul use only before the expiration date, 1f found return to: Office of Consumer Affairs and Business 12egulatlon 10 Park Plora-Suito 5170 Boston,MA 02116 signature valid without D' T uj 35' NODULES UTILITY METER o LANDSCAPE AC DISCONNECT El a MAIN PANEL N.s c 44' J J 8 MODULES o 3 F10DS o 0 167 S MODULES .` 3MODS b 34' Ui SKYLITE J J O . ch ' 1 S' COMPANY:ENDLESS MOUNTAINS SOLAR SERVICES 28B KIDDER ST I UILKES BARRE PA 187D2 233 DEG SOUTH DRAIMN BY:JAMES LASKOb1rSKI n CUSTOF.IER.JOHN HUNT C`/7 396 COTU IT BAY DR BARNSTABLE MA D2635 10/26111 OFT"E�a,, Town of Barnstable Regulatory Services saxxsxaate, y Mass Thomas F.Geiler,Director 1639. �'AtfDµAIA`� 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 I'! f V4 f and l QlMa PV2ZUOI t , as Owner of the subject property hereby authorize_J.J-. � fl,p he to act on my behalf, in all matters relative to work authorized by this building permit application for. M!A 0,26 35 (Ad ress o Job) ��� "` /Y[�✓Pm�Cr a ;o n ignature of Owner Date J _ hn �vrC� a•�( P Ima UZZ Vol, Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM S:O WNERPERM IS S ION Town of Barnstable ` Op THE Tp� "o Regulatory Services ' Thomas F. Geiler,Director BARNWAar.s, v IKAss. $ 4,A %639. A�0 Building Division TFn � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-190-6230 HOMEOWNER LICENSE EXEMPTION .Please Print DATE: JOB LOCATION: number street village "HOMEOWNER name home phone# work phone# 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 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 Qf icial on a form acceptable to.the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and •;requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed 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 fomVicertification for use in your community. Q:\WPFILESTORMS\homeexempt.DOC ASA Engineering Shrewsbury ,Ma. November 8, 2011 + To: John Pitcavage Endless Mountains Solar Services Re: Solar Array installation t 396 Cotuit Dr. Cotuit, Ma Per your request, I have performed a site inspection of the existing roof structures and framing system, at the above referenced project. This evaluation was conducted to determine if the existing roof structural system has the load carrying capacity to support the additional proposed loading for the solar array system. Based on the review of the roof structural components and configuration(2x12 rafter, with spacing at 12" O.C), based on my best professional opinion, I have determined, that the existing roof system have adequate load-carrying capacity to support the proposed solar array and the loading is within the limitation of current local building codes.(Ground Snow Load of 35 Psf) The roof connection system for the solar panel shall be in conformance with the system. installation manual, in order to resist the uplift forces due to basic wind speed as determined by the current building code (120 MPH). I also recommend staggering the attachment of the rail to the roof at alternating roof rafters between the upper and lower rail, to avoid concentrating loads on a single rafter. Each lag screw must also be centered on and fully penetrate the 2"x12"wood rafter(min 2" embedment). Further more I recommend that no panels be installed within 2' of any roof edge , Please call me at 978-377-5084 if you have further question regarding this report. Sincerely zlzi, :• ZN OF Id4S Sqo !VlAHROOOID. Izl ; ,CIVIL v�E 14 ' N AL Y. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6Y:eS Parcel O D—e Application I t0a 3 Health Division r Date Issued 1 Q ;:)_CA 0 Conservation Division Application Fee d Planning Dept. - Permit Fee 3 ' Date Definitive Plan Approved by Planning Board _ Historic - OKH Preservation / Hyannis Project Street Address Village �7�d/r/S i�� . J Owner �� / ��f �i4��� 60 Z-VD/ddress Z:� ✓ A X Telephone Permit Request ��� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District _Flood Plain Groundwater Overlay Project Valuation So Construction Type Lot Size 30, r0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Qk Two Family ❑ Multi-Family(# units)_ Age of Existing Structure ,30�� Historic House: ❑Yes W-No On Old King's Highway: ❑ Yes allo Basement Type: C�'Full ❑ Crawl ❑' lkout ❑ 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 .� Ea Total Room Count (not including baths): existing new First Floor Rodrn Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other a Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: bJYes?_GJ No n� Detached garage: ❑ existing Cl new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ ne she_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: NO Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 311 I- If yes, site plan review # Current Use _ Ao - -,-Z Proposed-Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name .� Telephone Number Address P a2G4' License # D1•4e�5ZJf D1 G 4 A Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTINP FROM THIS.PROJECT WILL BE TAKEN TO SIGNATURE DATE i `)) FOR OFFICIAL USE ONLY 1 APPLICATION# z r -j -- DATE ISSUED - MAP/PARCEL NO. r ; ADDRESS VILLAGE t. OWNER- r s DATE OF INSPECTION:. i FOUNDATION i I k FRAME OZ MKS i } INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING �fN m� Li R►tiu•!� r DATE CLOSED OUT ASSOCIATION PLAN`Nb"- ' . "j��' �r ��mFr Town. of Barnstable ., -Regulatory Services " M:Lss ; Thorbas F. Geiler,Director 'r o,,�� Building Division Thomas Perry,•CBO,BuiIdiug Commissioner 200 Maio Street, Hyanms,MA 02601• Tsww.Eown.barTL table.raa.us Offices 508-862-4038 Fax: 508-790-6230 r P A-N REV am® W l I a s 40 3 Owner. A&.4 � /ic 2 Z tVo4_t Map/Parcel: Project Address 3 U. ci-ky � 1r'6V Builder o The following item' s were noted-on reviewing: lJ 'f"►RE��P79-fL�' �I�f7 — 3 �LLc ck S 5-� c • L L� G� Lk( 2 S • c r� Qv`tL� S . (S Reviewed by: Date: �� i The Commonwealth of Massachusem Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www•mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information _ /Please Print & 'bl Name (Business/Organim ion/individnal): Address: G I/Ili Xe City/State/Zip: IfIl. O Gd Phone#: _i26 j clZ P--09 o / Are you an employer? Check the appropriate b , 1.❑ I am a employer with 4. I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6' ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have working for me in any capacity, employees and have workers' 8' ❑Demolition [No workers' comp. insurance comp.hm once,# 9. [].Building addition required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their myself 11.0 Plumbing repairs or additions ys [No workers' comp, right of exemption per MGL insurance required] t c. 152, §1(4), and we have no 1Z•0 Roof repans employees. [No workers' 13.0 Other comp,insurance required] "Any applicant that checks box#1 must also fill out the section below showing their workers'co t Homeowners who submit this affidavit indicating they are doing all work and then hire outside compensation must submit R new affidavit indicating $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entitie avech. employees. If the sub-contractors have employees,they must provide their workers'cam p.policy number. I am an employer that is providing workers'compensation insurance or information, f my employees. Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a Erne 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 forwarded to the Office of Investigations of the DIA f e coverage verification I do hereby certify � and P es ofperjury that the information provided above is-true and correct Si tare: Date: 3 �O/ Phone ��—DII'D / Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE 9/12/2011 Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s). PRODUCER CONTACT Kathy Silvia NAME: The Fair Insurance Agency Inc. PHONE (508)775-3131 FAx :(so9)790-1877 619 Main Street ADDRFSS.fairins@capacod.net P.O. Box 430 INSURE s AFFOROWGCOVERAGE NAK:A Centerville MA 02632 WSURERA Western World HTBO18 INSURED INSURERB:Star Insurance Company Macallister Building LLC BISUFMC: 64 Ebenezer Road INSURERD: wsURER E: Osterville MA 02655 rNsllRERF: COVERAGES CERTIFICATE NUMBER.CL1191200134 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IOR L TYPE OF INSURANCE POLICY NU IMMMAIY POLICY EFF LILY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY WWI $ 300,000 A CLAIMSWADE F-IOCCUR 4PP1318574 /11/2011 /11/2012 MED EXP oneperson) $ 5,000 PERSONAL&AOV INJURY $ 1,000,OOO GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO- LOC $ AUTOMOBILE LIABILITY lLr__ ANY AUTO BODILY INJURY(Per person) $ AUTOS OWNED SCHEDULED BODILY INJURY(Per aoadeM) $ AUT HIRED AUTOS NON-0VYWED PROPERTY DAMAGE $ AUTOS aa3dem UMBRELLA LAAB OCCUR EACH OCCURRENCE $ EXCESS UAB HCtAIMS-MADE AGGREGATE $ DED I RETENnONS $ $ WORKERS COMPENSATION I WE STATO- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORMARTNERIEXECUTIVE YIN EL.EACH ACCIDENT $ 100,000 OFFICERAAEMBEREXCLUDEO? ❑ NIA (Mandatory inNN) KC0632030 /1/2011 /1/2012 E.L.DISEASE-EA EMPLOYEE $ 100,000 11 yyeess desabe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Add tIonal Remadm Schedule,U more Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Thomas Damelio ACCORDANCE WITH THE POLICY PROVISIONS. 16 White Birch Way W Barnstable, MA 02660 AUTHORIZED REPRESENTATIVE Kathy Silvia/FAIKS1 "VrC h 4-4- ACORD 25(2010/05) 01988-2010 ACORD CORPORATION. All rights reserved. INS025(2oloos).o1 The ACORD name and logo are registered marks of ACORD i �1HE Town of Barnstable Regulatory Services searrarABM MAM Thomas F.Geiler,Director �►r+p�" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.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 N 4 " , as Owner of the subject property hereby authorize �, DiJli�sJ to act on my behalf, in all matters relative to work authorized by this building permit. (Address of J ) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed a accepted. i Signature of Owner Signature o pplicant Print Name Print Name Date QTORMS DWNERPERMISSIONPOOLS r THE i Town of Barnstable � �,. Regulatory Services $ RrrsrAHLE, Thomas F.Geiler,Director nlnss. 16J9• .� Building Division rFD iNA'I ff Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 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 Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable.codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed 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/certifrcation for use in your community. Q:forms:homeexempt May. 13. 2011 11:53AM No. 03217—P. 1/1 p N 8� j 3 •' � C. SSa a� lt' Q / it, -741t n ? `f /-0 b � 3 2-6 s.� lay 1 (y nae:m CERTIFIED PLOT PLAN ; NEW CONSTRUCTION ONLY= —�Csr/11 ,T P_,F FOUNDATION IS_: FEET IN LOW POINT OF ADJACENT ROAD. SCALE;/0- 4b f DATE. 3�7� L9R�flGE EIVGINEER/N6 CO.lN��C CLIENT I CERTIFY THAT THE �y u�/OSFr.o EGI�TERED� r REOISTEREO ' - SHOWN ON THIS PLAN 19 LOCATED CIVIL LAND 1 JOB N0. 79ooz ON THE GROUND A9 INDICATED At�O ENGINEER$ (SURVEYOR OR,gY: F,q, CONFORMS TO THE ZONING LAWS OF BARNS T L' MA 9. 33 NG MAiK ''1 Hr 4 /YA MAIN ,T �YANMOUIH, Md3� HYANNi i, MA;5.ISHEETL OF 3�'D— D TE R 0 LAND SURVEYOR -�� ;,asr,acnusetis- ucpamment of runic 3aiet. Board of Buildin-, Re�-ulations and Standards Construction Supervisor License One-and Two-Family Dwellings License: CS 47420 i THOMAS P DAMELIO 16 WHITE BIRCH WAY W BARNSTABLE, MA 02668 Expiration: 4/7/2013 Commissioner Tr#: 14289 '�o�nmzom�uea °�/ °°a�f'` License or registration valid for individul use only Office of Consumer Affairs&B smess Regulation ; HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration:,, 118g52 Type: � 10 Park Plaza-Suite 5170 Expiration: 518/2013 DBA Boston,MA 02116 THOMAS P DAMELI:OBLDG_&-REMODELING THOMAS DAMELI:Q 16 WHITE BIRCH WAY>x W.BARNSTABLE,MA,0266$;>>'' Undersecretary Not va id without signature i I V e AWC Guide to If�ood Constrixtion in Mali I. ind Areas:110 mph IYind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. .........................................................:...B Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_/stories 5 2 stories RoofPitch...............................:............................................(Fig.2) ........................................... '/ 12:12 J MeanRoof Height ..............................................................(Fig 2).................................................4L ft 5'33' BuildingWidth,W ............................................................ ..(Fig 3 ..................._........�Uft 5 80, BuildingLength, L ..............................................................(Fig 3)..................................................2-4 ft.:5 80, c/ Building Aspect.Ratio(L/W) .......:.......................................(Fig 4)................................................ �. t�5 3:1 Nominal Height of Tallest O enin z .....(Fig 4 9 P 9 ( 9 )................................................ <6'B' . 1.3 FRAMING CONNECTIONS General compliance with framing o6nnections....................(Table 2)......:........................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................................................... ........................................................................ ConcreteMasonry.................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION''' 5.0 Anchor Bolts=imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........................................:.(Table 4)............................................... .S D in. ✓ Bolt Spacing from endrjoint of plate ................:............(Fig 5)..................:................. !D in.5 6'—12". �f Bolt Embedment—concrete.........................................(Fig 5).....................................:........... 7 in.>_7" Bolt Embedment—masonry...........................................(Fig 5).....:......1............................... in.>_ 15" PlateWasher.................................................................(Fig 5)..............................................>3"x 3'x'/�' 3.1 FLOORS Floor-framing member spans 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)......................................... —' Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft 5 d FloorBracingat Endwalls....................................................(Fig 9)...................................................... ......... Floor She Type ........................................................(per 780 CMR Chapter 55)................................... _ Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. _-- Floor Sheathing Fastening..............................................:...(Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls..........:..............................................(Fig 10 and Table 5)...........................7G ft :5 10 Non-Loadbearing walls.................................................(Fig 10 and Table 5).......................... ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................../6 in.524'O.C. Wall Story Offsets ..:..(Fgs 7&8)............................................ U ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x�- 7 ft n. �— Non-Loadbearing walls ................................................(Table 5)..............................2 _ Q in. c/ Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)......................,..................................:....... WSP•Attic Floor Length...................•..............................(Fig 11)............................................. ft 2:W/3 '— Gypsum Ceiling Length (if WSP not used)....:...............(Fig 11)............................................ ft>_0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)........................................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ✓ Double Top Plate ✓ Splice Length ........................................................(Fig 13 and Table 6)............................,....... ft Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... ✓ AWC Guide to Wood Cotrstruction hi High Whir Areas: 110 mph 1"ind Zolre Massachusetts Checklist for Compliance (7so C[N4IZ 5301.2.1.1)' Loadbearing Wall Connections 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).................................. ft in.5 11' ;—✓Sill Plate Spans .. able 9 ft in. 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)..................................,cft)in.5 12, L/ Sill Plate Spans............................................................(Table 9).................................._ft in.5 12" Full Height Studs (no.of studs)....................................(Table 9).............................................. ..... �. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening Z .................. .........(0-G 5 6'8' Sheathing Type..............................................(note 4)................................................. '� Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................in. Feld Nail Spacing...........................................(Table 10)................................................. rn. Shear Connection (no. of 16d common nails)(Table 10).................................................... i� 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........................................................................o/5 6'8' ✓ Sheathing Type..............................................(note 4)........... .. i� Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ i/in. v Field Nail Spacing.......................................:..(Table 11)................,................................... in. Shear Connection (no. of 16d common nails)(Table 11)..........................................:........... �✓ Percent Full-Height Sheathing......:................(fable 11)....................................................,�A ✓' 5%Additional Sheathing for Wall with*Opening> 6'8'(Design Concepts)..................... ..- Wall Cladding cf Rated for Wind Speed?.............................................................. ....... 5.1 ROOFS Roof.framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) .............�ft 5 smaller of 2'or V3 .� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors e✓ Uplift................................................(Table 12)............................................U=))Oplf Lateral .............................................(Table 12)............................................ L= plf L/ Shear............................:..................(Table 12)............................................S= Plf • / Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=/G U pif f Gable Rake Oudooker..........................................(Figure 20) .............6 ft_<smaller of 2 or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=' /' b. ✓�, Lateral(no.of 16d common nails)...(Table 14)......................................L=.lQ lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ....of/j t� Roof Sheathing Thickness........................................... .............................................I�s'" z 7/16'WSP Roof Sheathing Fastening............................................(Table 2).............................:...........................P e� 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. i r , AWC Guide to il'bod Construction in I-lifh 1,11ind Ai-eus: 110 ntph 11'ir-rd Lorce Massachusetts Checldist for Compliance (7190 C M R 5301.23:1�' 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 Bd staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore (generally,south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. ---WHEN THIS EDGE RESTS DN FRWING USE&!NAILS AT Wo c 11 11 it 14 tl � II 1 I • 11 ii 1 I t It 11 1p i 1 1 at 1 1 , ' , Q 2`o 1 n H I � :3N 1 ,I It lL 1 1 It o is I.F 1 y' it 11 v i r u 11 II 1-- 11 11 m 1 1 1 1 e. I 11 n l , II ty 1, 11 ��• 1 Z - 1 I y�j �p 1 It to Il L 1 1 Z W / 1 1/ to 11I it tt $:E I ♦L 1 1 1 UQ 1 - t FPAMING MEMBERS @ I I I I EDGEWFF"EDIATE 11 AM J It � It I p 1 1 a U 11 _ II ,1 IL ' 1 it SJ t, It �4 I , tl 1-_____ • ll Ili Il - --� -- --�- - STAGGERED NAIL:SPACM - I NAIL PATTERN PANEL PAN Et_ e11 ` PANE!EDGE L" DOUBLE NAIL EDGE SPACNIQ DETAIL, See Detail on Next Page Vertical and Horizontal Nailing Detail • for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment � v AL Tl ri r� I J a U i , , , f F K I c NJ( i. 73 ti VA 0 ry �n• 12 t i F ! 4,fl i Ay � A r i f n i v i e I �i j i Y .:o IME Town of Barnstable. BARMAT& E. Regulatory Services .9 NASS. `b '63 Building Division prEO MA'S�' 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 3Y C:oru�T Q�4-/(/E Permit Number z 0 OS�03 Owner kV-?'?"U0C4 Builder R4. -1.o One notice to remain on job site, one notice on file in Building Department. f The following items need correcting: 4GL V b5T5 /ytCQ 5 7 O FJ?.rl/Y!(:_ OJ77V 757;',1Y-J05 O R. /0d S 7- (OR oft -6� �h°�°,�o u C(oN ry6—C-rc*15 — AJ6) �O /uUT C D Uil/T� UJ-A L.(_S Please call: 508-862- 8�fo-r re-inspection. Inspected by G) �"'/ 114 L Date /aIt 4 �OF ISE T-� The Town of Barnstable BA MASS.SS. P y MA Department of Health Safety and Environmental Services 1639. prEO MAC a• Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection Location 39 6 ( _ Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting--:- C'1 l' 13C.O G K. Kk A-Cx— 70 fP 0 F XL— AU Y7-f DAJ Please call: 508-862-4038 for re-inspection. Inspected by C� Date 0 7 Town of Barnstable BARNSTABLE. : Regulatory Services 7 MASS. �'p�FD,An+aO Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 91A 5 Location .?6 ? 0,r-u1r 1f4.c, -,& - Permit Number '/ L7• Owner ttuN�/!D If 2-Ztco c,i Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: L�L—Y 6 [C" •�S b Please call: 508-862-4038 for re-inspection. Inspected by Date �'^' ` T' - tins.- � -v,r -•._•._ �` Sh�•�trjlyf:..'s .:...y„�. ...-r•yr.� ..._ Y' l^sZ` „'�• •<ri{� .__fr-ySa— Y✓-�- • .i'�.w�^i s.•.+t :F.,.. 0 Town of Barnstable BARINSTABLE. Regulatory Services MASS. .67q. Building Division • prFO MPS e, 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ys Location 00 rwr dam, IZA-- Permit Number �� r C7• Owner N�/PK ZZtt a Li Builder One notice to remain.on job site, one notice on file in Building Department. The following items need correcting: � r A" S GC C /�y rc� �G3-GLt�/�•l/�/ , I R t • 0 Please call: 508-862-4038 for re-inspection. Inspected by Date Jun 01 07 05: 30P P. 1 To: Bob McKechnie From: Palma and John Hunt Date:June 1.2007 Bob, as requested here is the report from Trus Joist analyzing the kitchen joist. Please let us know if there is anything else you need. We can be reached at(508)420- 9348. Thanks. td0:(�4A19 Li :Z Wd I - Nnf LODZ 319VlMVG JO 4R,901, F Jun 01 07 05: 30p p. 2 HVAC Holes in 3 cerise.-ur,ve joists a 9112"7JIO 230(�16 ofc rfi 3 s nnc TJ-6eame 6.25 Senal Number.7W51024;6 User.2 513,4'Oo71:56:01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE Pagel Engine Version;6.zs.T1 APPLICATION AND LOADS LISTED • n LJr rim! >� 1{' r Product Diagram is Conceptual. LOADS: Analysis Is for a Juist Mamba:. Primary Load Group-Rosidon0a-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reaetiorts(Ibs) Ply Depth Nailing Detail Other Width length LlvWDoadfUpIWToOfl Depth 1 Plate on masonry wail 5.50' 3.76" 37S/114/01493 NIA NIA WA A3:Rim Beard 1 Ply t 3!4"x 9 12"1.99 Microtlam®UV-L 2 Timberztrard LSL Beam 1.75' Hanger 307/110/D 1477 1 9.50" WA H1:Top Mount Hanger None CAUTION:Required bearing lelgW,$)eiesed the minimum shown In the TJ Builders guide for single fam iy,residenlita apalications. Limits:End supports,312".Intenmediatd supports.3 1/2"with web stiffeners and 5 1/4"without web etiffenble. wee Ti SPECIFIERS!BUILDERS(3JR)E for dmil(s)A3 Rim Boaro,H1.Top Mount Hanger MA R5:Simpson Strong-TleS Connoctors suploort Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 Too Mount Hanger ITT359.5 0/12 0 N/A No 0 NIA .Nailing for Support 2: Face:2-N1,0.rop 4-MID,tlemour.2-N10 TJI HOLES: Ddsrmler Height Width Left End To Top Hole Center Stan Design Control Commad' RectangWar - 3.50" 16.00, 615, Span 1 21010s 271 Ibs Passed(77.6%) . DESIGN CONTROLS: 1aaxlmum Design Control Control Location Shear dbs) 467 407 13'30 Parsed;33%) RL end Span 1 under Floor loading Vertical Reactior.(Ibs) 467 467 ,330 Passed!35".L) EearingI undarlRoorlooding Momsri(Ft-Lbs) +575 1576 317E Passed t50%) MID Span 1 under Floor loaning Live Load Dail 5n) 0.200 0 337 Passed(U610) MID Span 1 under Floor loading Total Load Deg(in) 0.260 0.674 Passed fL)623) MID Scan 1 under Fluor!oading TJPro 40 Any Passed Span t -0edection Criteria:STA.NDARD(LLV480,TL IJ240). 4)e1lectlon analysis is based on Composi.e action with single iayerof 23,'32"Penns(24'Span Rating)GLUED 3 NAILED wood decking. $rating(Lu):Ag compression edges(top and bottom)must be braced at 4'11'ole unless detailed otherwise. Proper ataclnent and positioning of lete•a.bracing is'equimc to achieve member stability. ADDITIONAL NOTES: -IMPORTANT!The analysis presented ie output from sofwata dewlopad by True Joist(7J).TJ warrants me slzirg of its products;by this sofmaie will be accompi shut in accorcance vAth TJ Product design clteris and code accepteic design values. The specific product application,input design loads,and stabled dimensions'lave been provided by the software Loon This output has not been IeHawed by a TJ Associa(e. -Vol OIL products are readiiya•.oitabla.C.hack with your supp;ier or TJ taMmoa representative for product availaoility. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS CNLYI PRODUCT SUBSTTrUTION VCADS THIS ANALYSIS. -.41IaNable Stress Design methodology wen used for Building Codo IBC an2ty3r17 the TJ Distribution product listed above, PRO,IF.CT INFORMATION: OPERAT_TT�NFORIAATIOU;, Hunt Residence 'Level by''Weyerhaeuser 39E Cotuit Bay Drive 360 Route 101,Suite 2 `%oLli%•MA Bedford,NH 03110 Pncnd:866-295-2170 Fax .603-2104167 Co:+yrieht 4 2006 by Tr- R—it, n Woyerhaaa:tor Easiness ?J:c�,7J-CevrtY and ;::a,?zS_un12P ace regis[erud troden :):s of ^rxs Jc t. -[ Jol u[",Pto'" 'n:t:'J-F:ti" ar•.: ;rad�n:ax ks o'.'T-t;s Jr.;_[. Situps m, SLroag-T!e9 Sunnectorc 1s a r,";istexed _radesa :;f Sirrp,on SCronr;:Le cwupa y, Inc:. _:\L'N:i`,1tiL\L`x C;sr:t f'i.us\iCCJ?-49^5?\49C0::-1�0?�'cA!+a(0-!`JU�J\d9a1S\TC49L?.�dulcAna lysi:,.cirri i r ` Z G9 "VV i/9 ° L07 � a `.. k06ERE:JT\'u�� Ao IS No. .&Z ^ 4h0�E4Qd��J CERTIFIED PLOT PLAN L O T fly Co 7 u 1 7' /3-q I sff O¢2 E-s r NEW CONSTRUCTION_ ONLY : TOP gF FOUNDATION IS -- 3 FEET IN E' �L LOCI POINT OF ADJACENT C'• Asl NS-f ,0- L o ROA®. SCALE: /''_ �gb ' DATE : -312-1171 �'d.®��®GE' �RIGIiVEERI1�� C®. lRlG �: �r•c..�rya�✓ CLIERIT I CERTIFY THAT THE ��yn/D�► �io�/ SHOWN ON THIS PLAN 19 LOCATED EGISTERED�. REGISTERED JOB NO. 79 D aa.. ON THE GROUND AS INDICATED AMD CIVIL LAN ENGINEE�l SURVE ORSr' DR. BY �vj. CONFORMS TO THE ZOP41VAG LABS OF BARN T�sBL , PiA� . 33 NG M.41N `' T 7l2 MAIN `;T CH. BY `�u YAhMOUTFi, MA`;Q HYANP�i;;, MA;S. 1 - SHEETS OF -�- DATE R G. LAND SURVEYOR i Town of Barnstable *Permit#6d� Expires 6 months from Issue date Regulatory Services Fee NAM f�� 3l Thomas F.Geiler,Director X-PRESS PER.�II�' Building Division om erry,CBO, Building Commissioner DEC' 3 2009 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 5 � Fax: 508-790-6230 t U OUL APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address !6 �� f QuitC4 7"U r' D-f esidential Value of Work � Minimum fee of$25.00 for work under$6000.00 Owner's Name&AddressT N �vvT f tz.)�hn� Contractor's Name u6�ty arh�o �,.n�ywr�re,; Telephone Number5'at? Home Improvement Contractor License#(if applicable) r Construction Supervisor's License#(if applicable) 63' QWorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the.Homeowner 2-Thave Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy ^�— Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Q'Ite-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) Q-Ke--side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Rome Improvement Contractors License&Construction Supervisors License is required.� 1 SIGNATURE: C:\Users\decollik\AppDataV-ocal\Microsoft\Windows\Temporary Internet Files\Content.Outlook\4STGU5QO\EXPRESS.doc Revised 090809 The Commonwealth of Massachusetts _._.._ Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): o yt� Address: City/State/Zip: v lC 04 zzyv Phone#: Sae Z Are you an employer?Check the appropriate box: Type of project(required): 1.(�'1 am a employer with .? 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' Y P h'• 9. ❑Building addition [No workers'comp.insurance comp.insurance required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.[ oof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.�er 5;7o!�� " — 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. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: f f4�rv� rn•� �t�,1� �i�. �,vci Policy#or Self-ins.Lic.#: �p0/ /.✓ .�� Expiration Date:/J /- Q Job Site Address: City/State/Zip:'IeA Attach a copy of the workers'comps 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 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 forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: a-0 Date: /tftv Phone# Official use only. Do not write in this area,to be completed by city or town ogkial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfl'own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: • 508-328,1635 SPECIALIZING IN ALL FORMS OF ROOFING &SIDING doyle-thomas@comcast.net (508) 328-1635 P.O. BOX 168 Fully Licensed & Insured CENTERVILLE, MA 02632 LIC# 145954 Doyle and Thomas Inc.Proposes to perform the following work: Location of proposed work: Mr. Hunt& Mrs. Puzzuoli 396 Cotuit Bay Road Cotuit, Ma 02635 Date on which construction should begin: December 2009 The homeowner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects in the existing structure which must be 'repaired,creating additional work which may need to be carried out in order to complete.the work described in this contract. In such case the homeowner agrees that the duration of the work and the schedule date of completion may differ,and that such variation is not to be considered a violation of this contract. The total cost for labor and materials under this contract: $27,326.07 Strip and re-install of James Hardie cement siding on damaged areas $13,172.61 Strip and re-install of roofing areas and skylights $3,106.70 Install of trim,including broken trim&close in soffit. (Azek Trim) $7,681.76 All new gutters and down spouts to be installed on the entire home $2,000.00 Thank you for Giving us the Opportunity to Help You Improve Your Home L 1 NOTICE REQUIRED BY LAW With the agreement of the contract$6,831.51 of estimate is due. Further'payments under this contract are as follows: 1/4 of the estimate due at the start; 1/4 due at the middle and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the workmanship completed under this contract for a period of fifteen years from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment, but the contractor shall not be responsible for the normal maintenance, repair due to abuse,misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. The'homeowner acknowledges that the form,content,and notices contained in this contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition,any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under-such law and regulation. Signed as a sealed instrument on this date: Date: /c?b-s " Homeowner ��� �p���. Contractor r�UG-0372009 12:09 From:MARK SYLVIA INS 5084209227 To:15087906230 P.1/1 ............. ... DATE(MMIL'IUIT t) CORP CERTIFICATE OF LIABILITY INSURANCE 08/03/2009 Serial 103646 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MARK SYLVIA INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 45 HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 771 MAIN STREET ALTER THE COVERAGE; AFFORDED BY THE POLICIES PELOW, OSTERVILLE,MA 02006 . TEL: 600428-4440 FAX: 600420.9227 INSURERS AFFORDING COVERAGE NAICS INOUI?60 INBURGR A FARM FAMILY CASUALTY INSURANCE CO DOYL�8 THOMAS CONSTRUCTION INC. INSURER p: PO•BOX`166 INSURER C: CENTERVILLE, MA 02532 INGLIRF.:R D: INSURER E COVERAGES ITHE POLICIES OKINSURANCE LISTED BELOW HAVE OCEN ISSUED TO THE INSURED NAMED AOOVP.FOR THG POLICY PERIOD INUICATQD.NOTWITHSTANDING .ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 186UED OR MAY'PFRT•AIN;THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AOOREGATQ LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS POI F T P L GY X T N LIMITS TYPE OF INBURANCt; POLICY NUM001t :mdNBRAL LIABILITY EACH OCCURRF]tlCp S 1 OOO OC A I X COMM;RCIAL OL�NpRAL LIABILITY 2001 X0485 07121/2009 0721/2010 50 Of CLAIMm MADE M OCCUR MED RXP (Any one Niraon L 5,Q( PI7Ak0NAi.A ADV INJURY 6 GIMNERAL AOORIMATO S 2,000.0 OEN'L AOOROOATQ I.IMIT APPUr4 Pan PRODUCTG-COMPIOP AGG o 2 OOO OC X. POLICY P LOC ............... AUTOM0011.0 11A81LITY COMBINED SINQLF LIMIT 6 ANY AUTO (Ea cooidenl) ALL OWNED AUTO•Fi DODILY INJURY S DCHEOULCO AUTOO (For peroon) HIRpC i1UT03 OODILY INJURY S NON-OWNI O AVTOG (Pat anoidonq PppOPERTY DAMAGE 6 (Pa'eomoonU I " GARAGE LIABILITY AUTO ONI.Y-SA ACCIDENT S ANY AU1YJ OTHER THAN 12A ACC $ AUTO ONLY ACID S ............... EXC11561UMORMLLA LIABILITY EACH OCCURRENCE OCGull CLAIMS MADE AGOROOATE 6 ••• OQDUCTIDLB S RDTENTION $ C PIORKOR'S COMP ENBAYION AND 2001 W6390 07/01/2009 07/01/2010 X o •L A IIMPLOYCRS'LIABILITY FL EACH ACCOUNT G 50O 0( ANY PROPRIC.TORIPARTNGRIPXECUTIVE OPFICL•-ruMEMByR raCLUDCD?' P.L OIAf'ASP.•fA CMPLOY R G 500�0( IIYYooj 4oEdrlDe undnd Y�$ fil.OIGLARR•POLIG�LIMIT 6 50C1 Ol rPfILIA':PROVIu10 Sbelow 'OTHER: --i • ; v'3 -•� DEJOCRIPTION OF OPL'RATION61LOOATION6N8HIG4B510XCLU610NO ADDQO 13Y GNOORSOMONTISPOCIAL PROVIBION6 CARI?ENTRY NE WOR'KERS:COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR TROY A THOMAS, SHAWN DOYLE,: ..._. is 1 Po .CERTIFICATE HOLDER CANCELLATION .......... ... ..... GHOULD ANY OF Trir AOOVG DCSCRIOGD POLICipO DG CANCOLLIZD 08POPI:THG CxPIRA DATA LOP,THE ISSUING INSURER WILT.UNDGAVOR TO MAIL DAYS WRRTE TOWN OF BARNSTABLF NOT 'HO CERTIFICATE HOI,DCR NAML°D TO T11C3 LL!fTI,BI)T•FA1LUnp TO DO 00 SHALI SUILDING DEPARTMENT ATTN SALLY MYANNIS, MA 02601 IMP0 iLIGAT10N Oil LIAOILI' PAN IND UPON TIME•INSURER,ITS AGCKM OR FAX.1 508.790-8230 JSD RrP l AUT RIZ C V ACORO 20.(2001108) O A RD CORPORATION 180E r • £L666 ZLOZI£Nti •.uo��Q11dx3 . Z£9Z0 VW 3��II�a31:N30 3060 wVH W01.02i1 SVOH1 E - snn 3a :01 Palo", . £1.666 .IrJ •a�,ill5ii11SUUs I I;r..y:'.lc J4ir,r`�;,1111111n� .41t 11.11n)JA 6 ... - )lll! �1111111�111i,•21 ��l` ^c. .Il.n 111n 1� I ll luaull. ula(] " c ' v,.i 'fd Standarda:fkiLicense or registratio y Board of Building Regulatlo�is and Standards before the expi ation d te, if found d for lreturn tovidul use: p� HOME IMPROVEMENT CONTRACTOR .• Board of Building Regulations and Standar s 1301 One Ashburton Place Rm Registration: 145954 Tr# 282668 Boston Ma.02108 Expiration: 3115/2011 , '7 Type: Private Corporation DOYLE+THOMAS CONST INC TROY THOMAS - 499 NOTTINGHAM DR Not valid wit out signature CENTERVILLE,MA 02632 Administrator t Insulation of Novir England, Fax Transmittal Form + 7o From s r V �t�►1 4 f�.vSlCt tlah,e: :�1nl C i Organization Narnv/Dept CC: o phone.508-636-3803 Phc+pie number^ ��`,C) 6 a�° s fax;508.636-6771 Fax number; Esnail:AirlightNEQao!.com <� ._ 'f 6 0 3b www.airtightinsulatkSn.corn a Urgent Date sent For Review Time sent. e pieaseC.omrnent Number of pages including cover page: + Nam Raply 0 ' Maasagw o �r J..180 state.Road Westpon,Ma.i12790 Phone:508.636•3803 Fax:508-636-8771 E-mail:Adfigj INE@AoLcora www.airtiglitiaulation.com i ! � 1 180 state Road Westport,l\1s 02?�0 Insulation of New England Phone.508-636-3903 Fax:508-636-8771 E-mail: A if1'ightidt':@a aol.eom Buildii)g Inspector Bob Mckechnie RE: John and Palma Hunt 396 Cotuit Bay Drive Cotuit Ma Closed Cell Spray Foam Insulation entire envelope of home. R—Value 6.8 per inch. First Floor walls including'x4 walls and 2x6 walls and adjoining garage wall was sprayed with an overall av- erage of 3". Second floor walls again.including all 2x4 and 2x6 walls Were sprayed with an average of 3". The basement stairway as well as under the stairs we installed R-13 fiberglass. The entire band between the first and second floor was sprayed«vith an average of 2.5". .A,.11 windows and doors first and second Tool•were sealed with can soft foam. 17 The entire roofline where all soffit vents and roof vents were sealed off and sprayed with an overall average of 5"of closed:cell foam. 3a There was also fiber glass installed between first and second floor for sound proofing as well.as two offices were soured proofed with ultra touch bonded logic. Vincent Majewski Airtight Sprayfoam.&, Airtight Insulation of New England 508-641-1009 ww�v.airtightinsulation.com r o 6h :C .Wd 0C VWLODZ 31eW SNt vq Jn rat'A01 May, 203. 2?07- 1 3 2FM Rirt ;;ht 1nsuiaiicn Inc N:�. 12 r, 2 1.7."To PRODUCT DESCRIPTION Airtight rigid polyurethane foams are technically advanced, low viscosity, two component systems specifically designed for spray operations to produce a rigid polyurethane foam insulation for use between studs in wall construction and surfaces requiring excellent thenr,al insulative properties. Properly installed,the finished foam insulation resits attack by moisture,cn►de oil, and most commonly used chernicals and solvents.Airtight SprayFoam A Component is a polymeric isocyanate containing reactive isocyanate groups.Airtight SprayFoam B Component is a combination of polvols, catalytic agents,And blovring agents. It is pumped in a 1 to 1 ratio by volume. CREDENTIALS AND CERTIFICATIONS All Airtight SprayFoam systems satisfy the Class I flammability criteria, as set forth under Underwriter Laboratories (UL 723, ASTNI E-84-77A,UBC 42-1),and possess the flammability characteristics below: Flame Spread. I....20 Smoke Development .._,.275 This numerical flame spread rating is not intended to reflect hazards presented by this or any other material under actual fire conditions,For proper use refer to the following codes or guides -Southern Standard Building Code,Section 2603 -BOCA Basic Building Code,Section 2603 , ICBO Uniform Building Code, Section 2602 Va nC 1CB0 Uniform Building Code,Section 1712 -Meets the requirements of the State of California Bureau of Horne Furnishings and Thermal Insulation, Registration#CA-T352. ' i4-VG s�✓ -Meets the requireratnts with respect to air leakage,Test E-2178,01/C283 .0072L/3i1n?@75pa TYPICAL PROPERTIES � Mix Ratio parts by Weight 1;1 A component to B co.anponert Cream Time 2.3 seconds Tick Free Time 7-8 seconds Rise Time 12-14 seconds Core Density 1.55+1- .05 pcf Viscosity at 73 Degrees F 250 cus"B" compone:t 03 PHYSICAL PROPERTIES PROPERTY TEST JVETHOD IgL,UE In Place Density ASTM D-1622 2.0 Compressive Strength Parallel to Rise ASTM D-1621 20 psi Perpendicular to Rise 18 psi Tensile Strengt1i ASTM D-1623 40 psi Shear Strength ASTiYi C-273 '35 psi Closed Cell Content ASTM D-2856 >90% R-Milue per inch ASTM C-518 6,3 7 Water Vapor Transmission A19TM E-96-90 .97 @ 2 inches M?y, 2�. 2 !U7 ` 1 33PMiWRAiri phi Irsulatian Inc ;1�'W®F�; 1fi23P. 3� s� t3'r :. .®l(i f iffl ht Insulation, Inc. Ted Medford AirTight Insulation,Inc. 145 Newborn.Road Rutledge, GA 30663 Building Inspector RE:Application of AirTight Sprayfoam and questions that may arise from a code officials' standpoint. Dear Building Inspector, Section One:Product Description AirTight Sprayfoam is a two component sprayed-in-place polyurethane foam which is designed for the application of building envelopes in order to provide a tben-nal barrier, structural integrity, an acoustical b -rier, a.vapor barrier and an"airtight"membrane.The product is unlike airy other insulation material on the market in that it does.not rely on trapping still air to reduce the transfer of hot or cold air. Every cubic inch of AirTight Sprayfoam has over(1.5)mill.iou,closed gas cells that provide twice the R-value of open cell insulation.Much Like rubber-will not conduct electrical current,these gas cells will not conduct heat or cold transfer. A good analogy of this is a Styrofoam cup.You can pour(180)degree coffee into a Styrofoam cup that is only 1/8"thick and hold it in your hand without getting burned. AirTight Sprayfoani is applied at a 2 or 2 '/a" average and can stop temperatures in excess of 200 degrees 1'and down to -30 degrees l~from_passing through the product. Section Two-_ Thickness AirTight Sprayfoam.dealers are trained to install our product at a 2"average on exterior wa11s and a 2 '/z"average on roof decks. Acceptable thichess for a 2" average would be i I ''/2"—2 '/2". Acceptable thickness for a 2 %2"average would be 2"—3".The idea behind average thickness is to have as many or more places that are the target thickness. If you have a wall(or roof deck)that has as many places that are equal to or greater than your target thickness then the coefficiency of that wall will be as specified. Meaning, hypothetically; if heat can travel faster through a 1 '/2"spot and slower through a 2 %2" spot then we can achieve our desired thermal resistance for the complete area of the wall by maintaining an average thickness. Section Three: Thermal Performance Because AirTight Sprayfoam is a true thermal barrier., spraying increased thiclaiesses to achieve.higher R-Values is not necessary. The thermal performance of the product is the s P.O. Box 361 • Rutledge, GA 30663 • 800,995.9466 r i�ay, L'i, 00) 1 : 33PM Al rf 6Ll Insula} :n Inc 01?3 r. i i saint at 2 %"(R-19) as it is at 4"(R-30).Any thickness sprayed beyond 2 1(2" average has reached a point of dLTirishing return. *.See chart on page(3)of the AirTight Sprayfoara Brochure Section Four:Non-vented Roof. Systems 'ITLe idea behind a ventilated roof is to try to exhaust heat out of the attic space.The problem with this system is that no matter how much ventilation we install, attic temperatures still routinely exceed 130 degrees. Damage to roofuig materials begin when the interior attic temperatures exceeds the surface temperature of the shingles.By installing AirTight Sprayfoam directly to the roof decking,we are eliminating the transfer of heat into the attic space;thus,creating a semi conditioned space. We have gained approvals from both Elk Shingle Company and Certaimeed for this application.Also,the international building code accepts non-ventilated attic systems. *See Non-Vented Roof System on pages 5-6 of the AirTight Sprayfoam Brochure Section Five: AirTight Dealers AirTight Insulation trains all of our dealers on the application of our product. Furthermore,AirTight Insulation stands behind our applicators and guarantees that the product will perfonu as stated om our spec data sheet and all of our printed materials.Our application process works as well in hot climates as it does iri.cold climates,and is a proven method of insulating any structure. If yoi7 should have any further questions or concerns please con.tact me direct @(800) 995-9466, Sincerely, UPI ! Ted.I Medford' President,AirTight Insulation I May. 29. 2007 32PM Ai rt g h t Irisu'at ior Inc; N 0 i 13 P. j �n `; n... may' .�.,! . ...... soi%ra YFOa • T 145 Ne%vhorn Rd,po .Box 361 Rutledge,GA 301663 800-995-9466 toll free 706-5`7-'COd1 tax n LIZ HALL - - Tc: r Page--. with ccver Fnx:�' VV Date: G44ee--��a • phone:' Re: CC, ❑Ut-sertf For Review ❑Plaase Comment ❑Please Reply CI Please Recycle 0 Comments: t� ,,4 - � OCO ■ TM Am Alk by Weyerhaeuser August 31,2006 Wood Lumber Attn: Warren 81 Locust St. Falmouth,MA 02540 Re: 396 Cotuit Bay Dr. Cotuit,MA Enclosed are TJ-Xperto calculations and framing plans for the above referenced project. Wood Lumber of Falmouth,MA prepared these drawings. PROJECT NAME: R06-15735-SR-7978-Hunt.JOB DESIGN CALCULATIONS DATES AND TIMES: See attached calculations and verify the Design Date and Times match those listed below. DRAWING DATES AND TIMES: DESIGN DATE/TIME Main Floor 3/20/2006 @ 13:17 Second Floor 3/20/2006 @ 13:17 iLevelTm by Weyerhaeuser proprietary TJ-Xpert�computer software is a computer aided drafting and design (CADD)program which selects and verifies the structural performance of each structural component before it will produce a plot. This program is operated by personnel within our software distribution network or iLevelTM Technical representatives. iLevelTM warrants the accuracy of the software output and that the sizing of the products are in accordance with ICC approvals. This warranty is displayed on the drawings. The professional engineers' stamp on this letter is to verify that the analyses presented conforms to accepted engineering practice,the use of code accepted product design values and that the components have adequate capacity for the design conditions indicated. Although the engineer has not personally reviewed the project plans or visited the site,we guarantee that our products,as shown in the attached drawings and/or calculations,have been sized to support all of the loads provided by your office and designed in.accordance with iLevelTM criteria.This can be verified by examination of the lower right corner of the framing drawings where the wording;"FOR THE TJ- XPERTO WARRANTY SEE BUILDERS GUIDE"must be displayed. All notes and design load information shown on these drawings should be reviewed to ensure that the area design loads,deflection criteria and other conditions are correct and/or acceptable for the specific application. Also,please verify that the products installed have the"Silent Floor®","THO","Microllamo LVL","Parallame PSL",or "TimberStrane LSL"markings to confirm that this letter is valid. Please feel free to contact me if there are any questions regarding the analyse . Sincerely, � OF KATHY J.\ ��G DOUGHERTY Kathy J herty,P.E. STRUCTURAL Structur rame Engineer ,® No 402M Call Tracking Number: 42176 Date of Call: 1/29/2007 IWAL�� New England Engineering ♦360 Route 101,Suite 1 ♦ Bedford,NH 03110 ♦ Phone 603-472-6730 ♦ Fax 603-218-6167 r x TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r ::P iC oJ"l'a�'9,TE[0 e,-LST 01 a Map *,t � Parcel VZ 1c6i `FA!LSD 11-4 C i� Appl cation# �h�giTH T1 g OF 5 Health Division 0:� ' 9 T�,�L � Conservation Division G uJ C* wc Permit# %5 Z/0 Tax Collector 1 Date Issued 2z!0 to Treasurer Application Fee " Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis '• � Project Street Address 356 Q_&�4 Aa.w Dri v Q_ I w j C7; Village Cor 1" _i v� vit 91- ra MI;, Z ZC41 l I• Owner mob }{tc � ip Address <.Cum w Telephone Yao e,'7-1 c nn Permit Request eye over roo ' S''CcoJ kl &or �:.�i.4 e car)�1 . 7oo,� 6 fT-Mcxl-c boor C.\n L _Zj�. Z1 (,c �.cJa ��� 1✓l � ����✓` !'it✓Vl_ ��dJkciropiv, VG V��r..! f.J;w1oW Zea't'I �� ��'tw�%uLri�I�, Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new 95 Zoning District Flood Plain Groundwater Overlay " �. Tu �. `� ' " =% Construction T Project Valuation_ _ ,>� ype 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 �Mo On Old King's Highway: ❑Yes No Basement Type: 14 Full ❑Crawl O%Walkout ❑Other - Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing wv new Oh L Half:existing new Number of Bedrooms: existing ct new Gh f— Total Room Count(not including baths):existing -t✓ new f6 First Floor Room Count -5 X Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing New Existing wood/coal stove: Ole's ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:W existing ❑new size Shed:❑existing ❑new size Other: rN Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION °�/� �SDB,,'� l a =Q _ Name Ckl' '.`Telephone%ul;IbeF- d—/6)/, �1�.. Address 111 t'��c(!��-� ( .� �l� License# 0 q Z..S&O IFoaC Y y`C4- 42-536 Home Improvement Contractor# l I Z 3 J Worker's Compensation# 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1KgC6Gn1-cl �. gWtP5-frr DATE SIGNATURE p FOR OFFICIAL USE ONLY t yi y PERMIT N.O. Ekkrg ISSUED PARCELS NO. ADDRESS j VILLAGE OWNER DATE OF INSPECTION: " FOUNDATION % FRAME INSULATION r, FIREPLACE k i R . ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT _ ASSOCIATION PLAN NO. V �3 1 r $ YA <� '13 -7 4' 3 ry o Lo T 3 o, '3-z r r. O POURT '6 o'•':� / , !I EJNIKIS. r No.b420 1. V ` CERTIFIED PLOT PLAN -g Co T v/T./3�tY S/+Oft E:! NEW CONSTRUCTION ONLY TOP ,,,gF FOUNDATION IS 3 FEET IN LOW POINT. OF ADJACENT 0p ,ROAD.- A rlh f ASla AASse ; _ SCALE : /''_ 46 DATE - .3 �LOREDGE ENGINEER/NG CO. M�LLIC,,4 ----— _ - -____ ----INCC3 �. . _._ I CERTIFY THAT THE r-buVDA-rLe& CLIENT SHOWN ON - THIS PLAN :IS LOCATE® EGISTERED� REGISTERED - - CIVIL I LAND JOB N0: _79 0 a2. ON THE GROUND AS INDICATED. AND ENGINEERS I. SURVEYOR DR. BY: ....6 . CONFORMS TO THE ZONING LAWS OF. BAR•N :r4RG. MA S. wYA CiMAl N ``r. !2MAIN L. C H:B Y. P. 3 . .RMOUTHMA ,S HYANNIS, MA S SHEETL OF / � D TE LAND SURVEYOR. °FTME Tpy Town of Barnstable �Y Regulatory Services BAMS�iE Thomas F.Geiler,Director A�FDAAA'�a`e� 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 27 Q0 (r , as Owner of the subject property hereby authorize Ua v r'oj Cleo(-:I to act on my behalf, in all matters relative to work authorized by this building permit application for: �o r`�f- � 37& ti G �- (Addres of Job) Signature of Owner 00 Date Pool tm-A, PL422-ko ll Print Name Q:FO RMS:0 Vn,MRPEP MIS SIGN rw Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE: DAVE CLEARY CITY:Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/17/06 DATE OF PLANS: 21706 PROJECT INFORMATION: 396 COTIUT BAY RD COTUIT COMPANY INFORMATION: MAP INS. CO. COMPLIANCE: Passes Maximum UA=454 Your Home=371 18.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1620 30.0 0.0 57 Wall 1: Wood Frame, 16" o.c. 2040 19.0 0.0 122 Wall 2:Wood Frame, 16" o.c. 780 13.0 0.0 32 Window 1: Wood Frame,Double Pane 342 0.320 109 Door 1: Solid 42 0.350 15 Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 770 19.0 0.0 36 Furnace 1: Forced Hot Air, 82 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release 1 a. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release I DATE: 02/17/06 TITLE:DAVE CLEARY Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] I 2. Wall 2: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.350 Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Conunents: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air, 82 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture . I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ . 1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 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" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) °FZHETp� Town of Barnstable P Regulatory Services " BAMSrABL& Thomas F.Geiler,Director 9 Mass. QjA i63q. �0 �FCNU,'�s Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition;or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence.or building be done by registered contractors,with certain exceptions,along with other. requirements. / Type of Work: ��{yril-v/ Estimated Cost a Address of Work: t Owner's Name: y��� M!.` 0 U Z`z, U d 1 i Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the.owner: Z Date 'Contractor-NarAe Registration No. OR Date Owner's Name Q:formhomeaffidav i of �a Staoaaras J�, ons a BoaraotB�ila'►nvBMBNT cptJS V poo IN1P � • 006 ;'t ILOERS0.C. 6v Y DPVID Si BE3g 4AAF P MOUSN.MA OZ Vaa, ea "1 REGUI.:ATIONs 1 + gp'ARD OF BUILDING Up ?I'ON SERVISOR CONSTRUC 1 License: /�`� 0425.60 Numbers` .. 14619 Tr.no: i DAB►'O A DLI 411 PtNC.REST - is5ioner I � omit' EF ' I Permit# 1 c, Permit Date Generated by REScheck-Web Software Compliance Certificate Report Date:03/06/06 Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: t � � Mai 1 �+�� * ;'' • ;� • s • ,t' Ceiling 1:Flat or Scissor Truss: 1620 30.0 0.0 57 Wall 1:Wood Frame,16in.o.c.: 2040 19.0 0.0 122 Wall 2:Wood Frame,16in.o.c.: 780 13.0 0.0 32 Window 1:Wood Frame,Double Pane: 342 1 0.320 109 Door 1:Solid: 42 0.350 15 Floorl:All-Wood Joist/Truss Over Uncond.Space: 770 19.0 0.0 36 Furnace 1:Forced Hot Air(Non-Electric):82 AFUE Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date Project Notes: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Date: 03/06/06 Ceilings: ❑ Ceiling 1:Flat or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16in.o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.350 Comments: Floors: ❑ Floori:All-Wood Joist/Truss Over Uncond.Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not Page 2of4 a permitted. Q The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Q Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: Q Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Q Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: Q HVAC piping conveying fluids above 126 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. I Page 3 of 4 I y. D A. ' REMODELED' DECK . . .'E.' C. Ulm. OM. . E a REMODELED. .I. DECK I I REMOD. 11 LIVING q 0 .. II BATH 11 ..•om 'EXIST:' BATH �' EXIST. 'MASTER' . BEDROOM .. �. . EXIST. _ _�^'+ FAMILY, ROOM oae O --rr sec I I M"�„�,•,•Ay.,."m.:1q I' I I EXIST.:® �� n� � � � � .- . II � II 11 II 11 I, . 11 1 I I I I Il I HALL. ' II I II. II n I .I II 1� 11 II� II I BEDROOM 9. RE<•91Kj HDE'I.1 I II II II 'EXIST..® iES� O •. / I o 11 I I I I BEDROOM O IIJJIII . EXIST. I I I I H. I I - ..7_ I' GARAGE yyw n� 'tlE^y . e? Z FIRST FLOOR PLAN °b wW REMOOEIEII FIRST FLOOR 1 S.F. ..~ REMODELED SECOND ROOF•11951�SF. r, (n EKRT.OMYOE •S249F. SMOKE DETECTORS REVIEWED FY . � - ®wEw SMOKE OEiEcroR 7 W LEGEND: A9 -9UILDING DEPT. DATE IMPORTANT-UPGRADE RE(aUIRED o EXISTING WALLS r,. CONSTRUCTION TO,BE REMOVED EO .. STATE BUILDING CODE REQUIRES THE UPGRADING OF NEw CONSTRUCTION - FIRE DEPARTMENT DATE PATE c SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN � � � BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I/18/7006ry ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. GENERAL NOTES: J06 NO. II NOTE: A SEPARATE PERNITT IS-REWREO FOR THE 1.)CONTRACTOR ISTOVERIFY EXISTING CONDITIONS AND DIMENSIONS II PH INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL CONTRACTOR THE FIELD PRIOR M THE START OF WORK PERr'ITT 2J'WALS. RTOREMOEQUIREVE TI FOR NE S WINDOWS. DDFS N�SATISFY THIS REQUIREMENT. WALLS.8 ROOFING AS REQUIRED FOR NEW 6 NSTRVCDON. RNG.NO:: i.)ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, . DETAIL.AND FlNISK (//—��� 11I .... ...:.. ff EXIST.: =J� LNING BELOW — ---:I. NEW MAS. _ MASTER' . TER BEDROOM EXIST. ' EXPANDED LOFT 'n}..a •r _______________ �____ . .. NEW NEW. .. i OFFICE . . 4. 77-77 w. 0 1 c r . . '�.0r. SECOND FLOOR PLAN WINDOW SCHEDULE.: Q:"w . Tin11AtRFAf.RIREffS 11NIfROUGILOPFI�4G. RIIARRX9 Uy` .. A MARVeI C0.13eeO TY' 4'-4`11.618' CIAD GSEMASIER H E"t B •'ccM zuo. zs a ra ve• c E ccrl ae4 z-rx sa sm• Q ccMP4ee4 4•- .s�se . CPA 14M— 4'•1t'a1'-1 Ne' � .F '•'CQttB4Dzw t-0':x Sa e'9' W G CW Y4SB S-1'.aN 6l0• 7 mow! N CG1P 4e68 4'.1•a4'-)de' ..^. 1•az-1' . K CUSTOM •-1'x2J OUSTOMmw C L' e Qi F.TfI CADCASFlYSTER(SPWNGt1XE) cRrz a+zw 4•-rasa ere• c1Ao cABEMnsrER Ru1E11NE I/1"•1:4",: CRf z45e CM TY '4'•1'a4'-)Slr CUDCASENABTER(FFRa1GLN1E' P ..cwP4Ble .•_rar,n yrDAtE o w.l zees z-s.4•-rsre• R. CUSTOM•.- rSst•-1P Q13FOM ARd 1/18ZZ7i . S CUSTOM T'a•iza• Q13TMt MtC11 .. " �/11��/1 T OCM 2M0 TY: ".4'-1'a rJ.eR OlAD CASEMA.9IER Jw NO. I� ' �B. II1.COMRACfOR ro`/EWFY ALI:VYUlOOV+S Wffll OW1�RAND ROUGH OPENWW PH I VYf11Y/Wpp &FREHN.lURERP.WONT00RAMG Of WIN00W9 , 2It:C WIW10VI36FRENCX BGER.sro BE D1SIRAlING GtASW lOW EIFA ,, 'UFACTOR DWG.NO.: S GWIIP PATTERN To TO BE eE PAMUE STYIE:VERIFY EYACr PATIERN3 FOR EAGIi Wm00V1 . WRNMANUFAGNRERe(YNNF.RR, 4.TD CRDAli gISTOM WINOOW3 WON MANUFAONRER 8 0lMER5 PRIOR. . ro ORDEWNG W1NDfY.•.5 . ' SCONTRACTOR e'OYINFR4 TO BE RESGONSIBLE FOR ALL WINDOWIOOOR ROUraX OPENe1GS. �•� . pETA B.STYLE AHO UNIT NUMBER. zql r�+d N LZ caa' nFin .'. b 13.0 �. oD Aar FRONT ELEVATION w w ra — z F — W W Oi _ 17Alt _ IT N0. PH RIGHT-SIDE ELEVATION ` e.ro.,fl. IS�'ro..:. to m F�a. ILA I rin M REAR:ELEVATI:ON 1L 9 � a: OA,t II 17 inn . .1/181 JOD No. ry LEFT SIDE ELEVATION H =.,P.. .. •.`' Z. - '1 M. a:. • .. 'ieanaAm.e'.r.a � �� ���,m, .- .. ';..r:.f�,�.:�• �.v�]'O'.O.' Miii omlou cwcrnicarmae :I; � _ .. 11 i: `\ .a____-_ '�v�-__^_ .�—�ia°'••auv�'� W�W y I it 11 •:I.. rF.W p , II NEW _-� .I', : D:. ��. .. .w.�e..•-,L;r-'��,..,•I ����F�.f/].� .:.I�: �i. REMOD. ow....� O0 BASEM :"o® �'~- +;} j.: III l 1 II II II 11 II II 1 11 II II I , , .EXIST. I I I I. I I I I I I L J v , L J L O ROOM '.EXIST. .. � . II II I II =•- BASEMENT "' II I._ B • - IIIIII IIII III. �$I IIIII IIII .m.�IIIII I1III.wue:mm'rlIIII wmlIIII rwwm �a- "°en.°°"•" - .EASTSTUDY . SECOND FLOORPLAN x�vortr.r+e.ve�w�'m W'. r FOUNDATION PLAN. Z a Zf OAn 11012006 BALCONY FRAMING PLAN o NO.JOD a�— ROOF FRAMING PLAN nwG.ro.: t qq ,� �{u♦ m.�nm 1 NOOF R�FfEI`^TO BE 2— //�\VV nnPPss// UMFSS OfHERwiSE rWTED .2)USE Sm1P50N N tb MIPAIGWE Q1P5 H . STALL itAFTER5 F1105 - l 1 . . J:)NVER GGV IYPEMY --___---_ .-- NEW ROOF CONST. NEW R�. I. • ' am u�Ww EAVE DETAIL EXPANDED . ' .E.aw NEW WALL CONST. NEW wTag, WATER'TABLE DETAIL LOFT' Dm� �bAST. *2! swe yr•ra L`6RST. p n�� . It ' •n.uvwweavw bg Ud'� I _ G m..mmn v.amowos REMOD.... Y E EXIST.LIVING 'v*" DINING..v...ve.evv Fm 01 rwmw+.dr+v. j EXLL• BASEMENT WALL DETAIL OVERHANG DETAIL EXIST. FULL .r.ro, —•..,P.,,. BASEMENT + .. A SECTION @ REMOD.KITCHEN/DINING a SECTION @ REMOD.KITCHEN/DINING D r NEW ROOF CONST. ' O ) . ®� R NEW ROOF CONST. r ATTIC ATTIC . v.v.,.wv.vcm.v.rnm Z + . 0 ' TYP.ROOF DECK rrm ......... �v. � NEW NEW WALLCONST. • Z`bAST. § [ ......cor.aom.mev NEW MASTER .:� $2. NEW HILL MASTER R OFFICE HALL BATH SHWodve� OFFICE BATH - .m�.... N-4 U EXIST EXIST. EXIST. EXIST FXF�FOVER BATH BEDROOM HALL BA EXIST. EXIST. E6�.. FULL FULL ����•�� @ V 6l=6 BASEMENT BASEMENT Jop N0. PH . ! 17WG.NO.: SECTION @ EXIST.FOYER/BATHo SECTION @ EXIST.BEDROOMBATH A' I i Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(OF) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 1 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 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) Page 4 of 4 r N 2 Z t. sySH OF�AS`S9 o`er�JMICHELE CUDILO m L) NO.34774 STRUCTURAL PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 396 Cotuit Bay Dr. Drawn By: MC Date: 12/13/06 D r awi n g - Cotult, MA Scale: AS NOTED Rev. 0 SK Z File Name: Puzzuoli Project No.:2006-19 i S'r t p - —--6--- --------- or------- — /7, i • 12 I MIN, �ZN OF MASSS ny\� MICHELE G� — CUDILO U No.34774 iri _ STRUCTURAL ' cisTS it h?,4140 V_ PROPOSED MODIFICATIONS MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossochusetts 02632 376 Cotuit Bay Dr. Drawn By: MC Date: 12//3/06 Drawing Cotuit, MA Scale: AS NOTED Rev. 0 S I File Name: Puzzuoli Project No.:2006-19 � k x � fl - ,fir• �� js.• � * �. .. \\ �. _,_,, .. .. _. iM�r. G'i' i� •'fit �"� �,`",,,.,, r t r , rim f 4y,ti VW Y r } '. 1-0 r T 12, iz xie AF y r ��Y<," f ♦ `�� �trF , , , '!F ,� M r �•�C . .fit,. ��• � � *', Ali .y.�; �. S .��r i:'}� � f �� _ - e..e aGtv,4a► ,�,�� y.� T � r`.. r*• � � i r •� r l t - "'��'�.7f��CZ' ,3���'h 'r/fG"� 1 ,Y. a� �'�ita 7G�P i �r k wr�y��,.�c�p�p .w..:. " �' `_: �'r' ' ` _�� •.,ice_ . f y..';tom' "� � �!'•�- � -.�: - .... � ``ll�i►�.q;4 Y�'. �dr�= �•�4;R.-` :���.a y,� IY•� 396 Cotu it Bay Dr. , Cotu it 11 /28/06 �t y Mil j�t I.. N �`�»'. E rM1,w '. .►'l + _°� � ^ a; ��.• � i fir, `4'�. .'� . "�,},.��' + _ • .• Eg, 0 1 „1; yyr�"�'of � 4-. •��.P*.vier�i�i L th .r7c' Alt ♦� n ♦ xs 1�+ ��r'*` � �� _".r�...� wl ♦ .�,rftt �JIv�+ � ♦ ♦ ,��-'. ��.a - �3 as ♦ , � •Cy ` � ., �� Ijy �@ x .h i1� Imo�, �� ( •--+r`a"Z��.!y,,� w 1 y� !►? .1. • ,,l."'„� q � �:�i.a `'(' - i ry0. E� It yf��� ���4t•� JI' �e0 I - I '# fi c pp of `• yy ♦ y t � 4 ." __R4 ..1 � ��•�Af t{•.�;�t�!�� �` > 4`ib i.� � '�?.�.i �.•��"S.. 1" ^.*t' K�?C�Z,C) 396 Cotu it Bay D r. , Cotu it 11 /28/06 FROM TOWN OF BARNSTABL'E BUILDING DEPARTMENT Mr. Joseph Mulligan 367 MAIN STREET HYANNIS, MA. 02WI 22 School Street Phone: 775-1120 Cotuit, MA , 02635 i SUBJECT: 396 Cotuit Bay Drive, Cotui.t _ 1 FOLDHERE + ' DATE June 21, 1982 MESSAGE { o It "has been brought to my attention that the dwelling at the above' location is . being occupied. This office has no record of an Occupancy Permit for 396 Cotui , Bay Dr ve, otuit. Occupancy Permits are required under the Commvnsne-alth of } Massachusetts Buildung Cade. . Plea contact this office-re-the above matter. - SIGNED Alfred`. Martin, Asst.. Building Insp. DATE r REPLY SIGNED _ NB7.RMI .. RECIPIENT: RETAIN WHITE COPY,RETURN PINK COPY • - •. PRINTED IN U.S.A. 4 SENDER: SNAP OUT YELLOW COPY.`ONLY.SEND WHITE AND PINK COPIES WITH CARBON.INTACT. Inc low = Department of Hea h ,"afe and Environmental Services . Bu ding Division 367 Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner. TOWN OF BARNSTABLE Permit: 1 SOLID FUEL STOVE PERMIT Date: 71z(IT q � ["e � � Fee:Owner:` Phone: S'•ZO -1%90� " Address: t �� C Village: Map/Parcel: Date: Stove A. New/ sed B. Type: Radiant/Circulating C. Manufacturer: Lab. No. D. Model No.: Chimney _ A New/Existing (If existing,please note date of last cleaning �J B. Flue Size C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A Materials: B. Sub Floor Construction: ,�fAy,?. � yp��ll� Installer Name: Address: Phone: Location of Installation: APPROVED BY: a Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc ' !` I � 1 � f_ ���� 1 :1 � � � ^ ��,�; , , �r � , ` � ��" ��� 3 u�y151'ji =UZ 11? zcc$ j �Qz 3 �6 o� Cc�ee V-5�,NYLG �� �-�L: � � ,. •• , �. . . ,�.. ;� i ,+Tyi i 1 •' i - ._ �� ' '---r� � \ .. 4, to 1 - - - -74' r-- C � - 2� a p O 0-7 3©, �2- � s.r— \N cJ $� ( O N.OBER7 'd � % No.5;20 CERTIFIED PLOT PLAN LO - �i-4 TviT 13�Y 5"AvAZE--r NEW CONSTRUCTION ONLY : - C62Z�-�S ` TOP qF FOUNDATION IS3 FEET IN ? 3 LOW POINT OF ADJACENT �A� ��� S'�A�S 94 1A S Se -ROAD. SCALE : /''_ 46 ' DATE : .312-i 7� CELOR£OGE ENGINEERING CO. NC n�vt__�►�,4a' ._------__—_- -._ .- -- --------__-.� I CERTIFY THAT THE ��n/o.►-r�oy ,- �� CLIENT SHOWN ON • THIS PLAN IS LOCATED EGISTERED 6REOISTERED CIVIL J LAND JOB NO. �9 0°z.. ON THE GROUND AS INDICATED AND- ENGINEE SURVEYOR DR. BY: �!, _; /% CONFORMS TO THE ZONING LAWS '--- - - - - OF BARN MA S. 33 NO MAIN IT 71.2 MAINr,;.r, CH. BY: �:.P.!��CV YAhRMOUTH,MASS HYANNIS, MA ;� SHEETLOF �-� DATE LAND SURVEYOR 1 tt+E r Town of Barnstable *Permit# gl 7 & Upires 6 months from issue dale 1AMSfABU, Regulatory Services Fee ®Z S— MASS, a Thomas F.Geiler,Director Building Division Y .7 Tom Perry,CBO, Building Commissioner ' 200 Main Street,Hyannis,MA 02601 NOv 2 g 20�6 www.town.barnstable.ma.us . Office: 50&862-4038 . •�. . Fax: 50kimQP($LE; EXPRESS PERMIT APPLICATION - -RESIDENTIAL:ONLY Not Valid wit/rout Red X-Press Imprint. G. Map/parcel Number ')—C' ,(} Property Address 1./�o�1 If Co 9 Residential Value.of Work lU 00 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address r Co-k)i - M A oa(o -�-,>S Contractor's Name&),� A N 1 + Telephone Number Home Improvement Contractor License#(if applicable) d 3I I Construction Supervisor's License#(if applicable) Q 2—Cpj as )6Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ lam the Homeowner- I have Worker's Compensation Insurance ^ 1 � Insurance Company Name y b Q o 9 5 Qj l 0 C) t, Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to Qr 17 1 �e-roof..(not stripping. Going over existing layers of roof) r,J o►J{�C `(`(\�Qy�b }�� ❑ Re-side w ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,ctc. ***Note: Property Owner must sign,Property Owner Letter of Permission. Home Improvement Co tractors License is required. SIGNATURE:' Q:Formsxxpmirg Rcvisc071405 A, The Commonwealth of Massachusetts Department of Industrial Accidents �/b Office of Investigations 600 Washington Street Boston, MA 02111 r'S, www.mass.gov/dia. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Plc:►scs Print i_,c ilil Name (Business/Organization/individual): � � Address: \ M a I S City/State/Zip: ye O Are you an employer?Check the appropriate box: Type of project(required): 110--1 am a employer with_'Z 4. ❑. 1 am a general contractor and-I employees(full and/or part-time).* have hired the sub-contractors 6' ❑ New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. Y 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ElWe are a corporation and its 9. ❑ Building addition required.] officers have exercised their '10•❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.[] Plumbing repairs or additions myself. [No workers'.comp. c. 152, §1(4),and we have no 121E9:ioof repairs insurance required..] t employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks boa If I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tConlractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: V S Policy It or Self-ins. Lic. #: ] �j�q�j �(D Expiration Date: Q Job Site Address: City/State/Zip: 6 a 6 35 . Attach a copy of the workers' compensation po ey 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 ORDElt'and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c ify ul der the pains and enaltdes of perjury that the information provided above is true and correct. S nnatur - Date: Phone#: Official use only. Do not write in this area,to be completed by city or town off,ciaL City or Town: Pcrmit/License# Issuing Authority(circle one): 1.Board of Ncalth 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing lnspcctor 6:Other Contact Person: Phone ll• NOV 07 '06 14:19 FR 000DENTIAL 11 PLAZA 19738026092 TO 915OB4204555 P.03iO3 NOV U/ Ub UL : cap --- -- - - - Property Owner Must Complete & Sign This Form, If Using-a-Roofer[Builder: Agent of the.subject.property hereby.authorizes-Paul J. Cazeault&-Sons-Roorntring, to act-on-my behaff, in alfmatters-relative-.to-.work authorized-by-this buddinc, - permit'application for: Address of Job 39(o Cqiy;f .. De i";e- 49.k,'IOL A44 01,&3 S" Signature of Owner Mailing:Address of er_ ...rA,_ telephone#/5M) J&0 Date (Please retum.this torn.to Cazeault.nx&V.alo%with.your signed contrast;.It is needed for us to obtain the building.:permit required.by-your town,-to.complete-your-roofing project,-thankyou)"fax#50SA20-4555 •A'Y 5084204555- PAGE..02 ** TOTAL PAGE.03 ** _ & -- -_ Board nf ��uilding Regulati ns and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Reqistration: 103714 Type: Private Corporation Expiration: 7/9/2008 PAUL J. CAZEAULT & SONS', INC.,:-.,.''. Paul Cazeault 1031 MAIN ST OSTERVILLE, MA 02658 Update Address and return card. Mark reason for change. (� Address .� Renewal ( Employment Lost Card DPS-CAI 0 5OM-05/06-PP�C8490pp ✓/ee Clarn�,wvzcueal� o� uc�%uee%�d Board of Building Regulations and Standards License or registration valid for individul use only _ HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration:.;103714 Board of Building Regulations and Standards Expiration::``?/9/2008 One Ashburton Place Rm 1301 {:• i. r - • Boston,Ma.02108 j Type: Pridate Corporation PAUL J.CAZEAULT:&'tSONS,4INC�'i` Paul Cazeault 1031 MAIN ST %>• ''ti- =J,1 OSTERVILLE,MA 02658''' ' Deputy Administrator Not valid without signature - - Board of Buildin egulations . One Ashburton Pace, Rm 1301 Boston, Ma,.02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 10/20/1959 Number: CS 026325 Expires: 10/20/2007J_�-,- Restricted To: 00 PAUL J CAZEAULT 1031 MAIN ST - '•. OSTERVILLE, MA 02655 Tr.no: 7696.0. Keep top for receipt and change of address notification. DPS-CAI G 5OM-04/05-PC8698 p --R. i�ov�vnu»u� o��ac�u�oe(td BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number:;;CS 026325 `' Expires': 10/20/2007 Tr.no: 7696.0 Restricted: 00_ PAUL 1031 MAIN ST e� .. •9: eiin+yK� nt�.. n .lY^z 01t . > t A'E " PRODUCER:. " ., >+ •• » ..e%Ai.>..e> :<:. -:•'s=::p::;::;; ,� : ::EE=v. ::: THIS CERTIFICATE IS iSSUED,AS AVJAATTER : F I. DOWLING & O-NEIL INS AGC ONLY AND CONFERS NO RIGHTS UPON THE 'CERTIFICATE: 222•WESTI.t+IAI(J .STi.&ET• HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND`.OR PO 'B0:( '1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELf11A(_, '4HYANNIS mA 02601 COMPANIES AFFORDING COVERAGE `��`22LGR' cuKPA`a •, A TR.AVFbFItS. PROPERTY CASUAI,T'i COtd(''ANY Oh' At461L[CA INSURED �:. � . COMPANY PAUL J CAZEAULT 6 SONS INC. B 1031:MAIN STREET OSTERVILLE 14A•'02655 COMPANY C COMPANY n lwib•+k';/�1VESk.,<ff.i•S,'k's': w(:S:ey :'j:L:: h4a a.^. :eY i:Y:: •�h,Gpa(ki• is<C,\:H:' 'LG:ie:a•t-'• e,ie,�... .,;si:<r,.. a`;;:i:':Sk, :Sa:y.;.. 4.$'';:x•S,: fxy:3.. •'aj. :.ac:c:::.:o•e:•'•t.fi'; e,.k>h.� h ,Y iQ;'• ,s:l:.h4 �3r,'f:°..; '�J.°• .t.M. yt :n, TO CERTIFY THAT �- s.k;;� .czi .•ch.::.. aaia3E`o-' q ^ TFTE POUCIEa OF INSURANCE LISTED BELOr ,• �8c;''e::.::...;. ;.^s. yh�;:,>.,,:;.2. :�o;z:gt,:,f.r;ai.; 3;;•:,,h , - !tr "°INDICATED, NOTNffH„TANDING ANY REQUIREMENT, TERM OR CONDITION OF ANCONTRACISSUED T EOTHE ROOOUMENDT WBINER pETHE O L'ICYC)PEFtOU.' ,h;CERTIFICATE•MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TCT O ALL THE TE THIS RMS, Y'EXCLUSIONS AND-CONDITIONS OF SUCH POLICIES.LIMITS'SHOWNMAY'HAVE BEET!REDUCED BY PAID CLAIMS: ' CO iy;. .;.• LTR '..- .'" TYPE OF INSURANCE POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER - DATE(tdtADII\YY) . BATE(MU\BU\YY),• LIMITS 'GENERAL LIABILITY _. % 't ..i•L GENCRALAGGIICGAIE f UMMtHtjlAl GtNbF1ALiU11iIL11Y � � • '•'f: - MIIUUU(:I`S-I:UMI'IUI'Add. CLAIMS MADE a OCCUR. i; i.•, PERSONAL A ADV.INJURY g � t3wNEH S 8 CONTRACIC)R-�PROT.• FAGI OCCUIIRGNGC ' •'I`. FIRE.DAMAGE(My one tiro) f ; AUTOMOBILE LIABILITY- MEO..FXPENSE.(Arsy ono person) S. \+, .(• "F:: '''� ANY AUTO COMBINED SINGLE s LIMI7 ';•' ALL OWNED AUTOS SCHEDULED AUTOS BOPI6Y INJURY (Per reran) f `^ HIRED AUTOS ' Sx: NON-OWNED AUTOS BODILY INJURY "'' t:�+ s:•. t (Per Accidenq S �< PROPERTY DAMAGE GARAGE LIABILITY• ' ANY AUTO' 'AUla ONLY:EAACCIOENI' f• 07KR THAN AUTO ONLY: . EACH ACCIO EXCESS LIABILITY AGGHEGAIE f � EACH OCCURRENCE .UMBRELLA FORM f OTHER THAN UMBRELLA FORM AGGITEGAIE _ WORKER'S COMPENSATION AND. 14APLQYER'S.LIABILITY (UB-0095B64-A-06) 08-10-06 OB-10-07 STATUTORY LIMITS THE PROPRIETOR! EACH ACCIDENT `'' '; 'PARTNERS/E%ECUTIVE v INCL g OFFICERS ARE: EXCL DISEASE-POLICYLurr g DISEASE-EACH EMPLOYEE------------------- g T(lI„ REPLACES -ANY PRIOR CERTII'ICATG IL,LIED TO TtIL CERTICICATE HOLDER ACCECTIIJG VTORI:ER, COMP wG,••:hl...,. a•.. QI; .(:.�:t -;s;oeti >• g�f,}.R-..fcg.,•::�•,y3:;•..:D::•.:::i;;::>•c.. ERASE. • Fl COV :..'-"�--•�._.._..�.._,... i..:.•.4,..�1.i�:v%h�:�2,1w.:,.evh$?i.6...::i. ��N(`Fi.tATI t,;i3:3 a,•:>c.:. ..,r..-ne..a>•+-,...:.n �:kf.:l,:• a,i::�f{'...:nak,�li'` <.._ ;;j...::• �'.,..:;,'.'.'S SHOULD ANY OF THE ABOVE DESCRIBEO POLICIESV BE CANCELLEDBEFORE'THEE, r Paul J,Cazeault 8 Sons EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Roofing,inc, 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE O31 Mal 1 Street LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR L IAWLfTY OF AMY.WND UPu j UjECD&V%%i,tTSAGUI4S.QF. ilEf:ElLT�TIYGS..Ostervilla, MA- 02655 ; AUTHORIZED REPRESENTATIVE E �A'Caf�%?S�S�r//y '�;:=s.,~',': -ask,3:sss:?.a:;.'.fi•'.,t;>.is>st:...:..o:<.y••;s:.ct.;., Off .y 93�,,l,,.�g£yt\Zva•w�;,,,}y.w Jo+:.yg; a.Sy{:y��'L+.•. :,6'S;L�a1.:.3;•ri:;2�f1;;z8•�:'.>S.:q:.:,.:.y:::•a ::::: ,.. ',t .... .!'X,•,...r.AM=q •S,>o.•v>iytr,; .:r.., 43lS !:<::.y.a.£ , .. ',jy.:.%Len .::£i^:•Ha;;:<':3:?;�' M t��'?��� 1��! Client#:19989 2CAZEAULTPA ACORD.w CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMID 5/19/5119/0 6D/YYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling$O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 222 West Main St PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC N INSURED INSURER A: Western World Paul J.Cazeault$Sons Roofing,Inc. INSURER B: .1031 Main Street INSURER C: Osterville,MA 02655 INSURER D. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION ' LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DDIYY DATE MM/DD LIMITS A GENERAL LIABILITY NPP1012091 04/30/06 04/30/07 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY DAMAGE AMPRE AA SET TO ncc $50 OOO CLAIMS MADE FX1 OCCUR MED EXP(Any one person) $2 500 X BI/PD Ded:1,000 PERSONAL B ADV INJURY $1 QOQ 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1 00O 000 POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accidont) ALL OWNED AUTOS BODILY-INJURY $ SCHEDULED AUTOS' (Per person) HIRED AUTOS '' BODILY INJURY $ , NON-OWNEDAUTOS (Peracculent) PROPERTY DAMAGE $ (Per accideN) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETOMPARTNER/EXECUTIVE E.L.EACH ACCIDENT 1$ OFFICER/MEMBER EXCLUDED? If yes describe under - E.L.DISEASE-EA EMPLOYEE $ ! SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ ( OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS i Certificate of insurance will be issued directly by the insurance carrier. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Informational purposes DATE-THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL P rP Y i0_ DAYS WRITTEN i NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL I IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. I� AUTHORIZED RESENTATTVE C. �-- ACORD 25(2001108)1 Of 2 #42866 LS1 © ACORD CORPORATION 1988 I i Assesa0s map and lot num er eY S� �� ) Qn ' 1G4— ,� - �ae-�7��' ........ Ol THEArly TO -7 SEPTIC SYSTEM MUS �♦ Sewage Permit number . ...... .,.....��.............................. IfISTALLED IN COMP WITH ARTICLE II ST • BAHB'BTODLE, House number SANITARY CODE AND a 39- ULATIONS. 'FOypYa' TOWN OF BARNSTABLE BUILDINLYr INSPECTOR •J APPLICATION FOR PERMIT TO ...-�.... ............................ .. . ... . .. . .. . ............ . TYPE OF CONSTRUCTION ......... ......Q1 .....197 I TO THE INSPECTOR OF BUILDINGS: The undersigne hereby applies nfoa permit accor ing to the following i rmation: Location .... . .........S./ . . ........ .............. . .........................................0077J rT— ProposedUse ........................................ . ........... .......................................................................................................:...... .... .....m f ...................................Fire District .... . .............................. Zoning District ............ . Nary"t wn ar .... . ddress ...� ....... ........... . ..... .... :....... ..... .... .. Name of x ... ... . . ........ ..... . ...... ......Address .......................... .. ).. ... a .. . . .��.////.�.. ..CJ iVti a � / Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...................�............................................Foundation .......... .............................. Exterior ....... .. .. ....Roofing ......... .. ................................... . .... .. . . .. ... . .... .. Floors ................... .................................................................Interior ....\... ....... ... .. ...... .^.............................. Heating.- ::.. .:. ............:...................Plumbing " '.' ...... s Fireplace .......................Approximate Cost .......:... 'r ..................................... ....�.... .. �. ... Definitive Plan Approved by Planning Board -----------_______-----------19 _ . Area a3.04....Sl........... ..... Diagram of Lot and Building with Dimensions Fee ......... i........................ SUBJECT TO APPROVAL OF BOARD OF HEALTHD�v/J l I hereby agree to conform to all the Rulds and Regulations of the Town of Barnstable regarding the above construction. Name ` Mulligan, Joseph 21164 one story Permit for .................................... . . ' »r single family dwelling ��. . ------------.-------------~^ . ` ` , Location .......3�6. t..Bay.. ____ . . -------.�����.�--------------. + ' C�vno, ---�!:�qP ........................ � Type of Construction ----..F�4MO-----.. � . ` ' ` --''`r--'---'----------------' PlPk �84 ot ,--_�-----� Lot ----------' � ' Permit Granted ..........April...3..............lA. 79 ~ �� � 'Date of Inspection —. ------lg � 'Date Completed //''�� /�^ lq ! . w—^=-----'���°"' Uw ^ . > ] PERMUT REFUSED ............................................................. lg � ^` ` ' � ~�.---~---------------.-----.. !�___~___,________~.—__-----.. ' ^ \ ! / /--.—..-----'—.----...----.—.---. ` i ./-------^--^--^^---^^^--''�---'— ' Approved . . . . / ) . —_— ...................................... lg _ ' � —.—.'-----------.--..---'.....-- . . /� ------'^.---.----------.---... , � ` ' � p Assessor's map and lot number. ........ J J �� L, (� !.................................... 1 ypi THE Q Sewage Permit number ......................................................... Z BARNSTABLE, i House number ...................''� ... ......................... ro rasa po,t639. 'Ep YAY a TOWN OF BARNSTABLE 41111. BUILDING INSPECTOR ' r r APPLICATION FOR PERMIT TO ..............�:.u,(�,!� --....\ /IAL v �J.................::....... ..::................................... TYPE OF CONSTRUCTION ................. !f!......... ....s a....................... .. ... ..j. ........�. .....19 J TO THE INSPECTOR OF BUILDINGS: The undersigned,hereby applies fora permit according to the following information: n Location .......: I.....�-.......�� .. .. •.C• t' ... ...... � !- ..::. ' :..... .J�. �::? ......� .... G�077J /7`— Proposed Use .... .... ...... J , Zoning District ..........................`.. ...`...................................Fire District Name of Owner `,'y/` ' :. ' : �:. (�' �/1: ti.:%Address ....!. ...:�CLC1 .f... :. !�..... :l �r :l...jl/� Name of Builder .. Q : ../..!.! ��PJJ ........Address ..........?...... Nameof Architect ..................................................................Address .............................................../�................................... Number of Rooms ` ......................................Foundation �7��-�(�...........................-�Y ............................... /J ...........:. ... _l �" �•.�''7_.P.1 Roofing ( �I f'z;l� � (��,�• Exterior .............:.:.�.........:................... .......................,............ - : ..... ....... ................................ ol J . Floors ......................................................................................Interior .. Heating1 ................................Plumbing .............................::...........:....................................... #�. Fireplace .............................................................Approximate Cost �9'� . rr 7r . t,F 7y .. ...................:. . ........................................ Definitive Plan Approved by Planning Board ---------------____-----------19_______. Area ..... i.::.,3. ?_ . ....................... Diagram of Lot and Building with Dimensions Fee f1 � J� SUBJECT TO APPROVAL OF BOARD OF HEALTH „ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ................................................ . v •7� Mulligan ose , � J I�h_ 64 ' V No ................. Permit for ......one...$.tar.,y......... . . single family dwelling..................... ............. .. Location ............. 96...GQtLLtt..Bay..Drive....... j .........................gQ tWit................................... Owner .........JoseP.h..MUligan....................... y' i Type of Construction .......f-rame........................ • ................................................................................ j Plot Lot ..........J�84............... Permit Granted ............April ..........„•..19 79 .. i Date of Inspection ....................................19 Date Completed ......................................19 } PERMIT REFUSE® ` .... . ........................................................ 19 ...... . .. .. A. .�.�. . ............ ........... . .9 r .....� ................ ............................ ` Approved ..................... y. I........ 19 ............................................................................... BLV Z 9.m : CQ ; P E "0 6 20 -BARNSTABLE >1 OF i �E- Ew DEEMCK DELED O7 E-E co MAxvw REMODELED ': . (. f E DECK b - r{ • - vADOurxuus - rowno+rmir p ewrvw . vacs Cos . . mwso)m I I REMOD. - LIVING ® i ( Ascmarcl ru® BATH i I :I L I oast cP'" II �E EXIST:' ICLOS. BATH � EXIST. MASTER' BEDROOM e " ur��vuuaF:wiL FAMILY """ UN. LIN- ROOM yNEAVER— ffuuxmrr�l III II m� 40 I I 111I II I I I. EXIST. HALL EXIST. E)UST.i I I l - 1 BEDROOM a � ' " 1 11 1 1 I I I 1 I CLOS: H DININ N REMOD. I I I I 11 DCIST.i© 1 �` w KI HEN I 1 I_ 11 I I If 11 BEDROOM O U • f ,�,co+a�a,� ux 1 Iva ai o0 1 I era I I ,I : cLos.l coon-, I I % 1 1 11 i- oast j. EXIST. ,� e 11 i i 11• I I I GARAGEIt E �' I I I I I I I I 1 1 E 1 raw�a.CASING ravo ___ tasna6GSDlr — — nEw2a0N.ut --_ --- —�—uhEoc CABOVE A jC r:v�asv� w I id E-m ram' rf C-m T9 rs rs TP rd aJ• rd : 7 In�J (CJt61u1G) lam) \�I .�f a{� FIRST FLOOR FLAN Qii �p REMODELb FIRST FLOOR =1980 S.F. ~ REMODELED SECOND FLOOR=1195 SF. EMST•GARAGE =824S.F• SIiOKC DETECTORS R'E1IIE�IIED W . Q-NEW SMOKE DETECTOR u Bb LEGEND:• B AE BUILDING DEPT. DATE 5 � p EXISTING WALLS I/4"-I'O 'PGRTAN T �- UPGRADE REQUIRED CONSTRUCTION TO.BE REMOVED STATE BUILDING CODE REQUIRES THE UPGRADING OF o NEW CONSTRUCTION FIRE DEPARTMENT DATE PAT SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN BOTH SIGNATURES ARE REQUIRED FQR PERMITTING I/18/20061 CNE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. GENERAL NOTES: JOG NO. W. TE: A S � PE�I TS_.REQUIRED FOR THE 1.)INCONTRACTORTHEFIELD LDRIOR TO THE ART OF WORK IS To VERIFY EXISTING CONDITIONS AND DIMENSIONS � N THE FIaD INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL 2.)-CONTRACTOR TO REMOVE EXISTING DOORS.WINDOWS. PEii ?T f} vATISFY THIS REQUIREMENT. WALLS,rt ROOFING AS REQUIRED FOR NEW CONSTRUCTION. M.NO: a-) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL., Ofia'�SO18" DETAIL.AND FINISH. ��mwvrwcsw WJMDMCONTR wNsTxiwnora nE uusn+c�raAcrwc renieErart�eanwr wtAisemuw w wmvrm TNT - www�svnn+wrMwntvrun� - ovrn0onra-n MOra Nr/On USEof THEM CRAVV=R®UUE.41MF vmmEN cater ovna oescrmt �nNJ _ Y. W.4 CQ Al. . O R. _ E •s.. - _ _sx_:- z:ri_. E C .• - W 1~i'F'W-1 . Ew it BALCONY rt EXIST'. . n LNING i r---- - T� a JAC= ;I BELOW —"; --=-- --_----- : .� -J. NEW MASTER - — MASTER BEDROOM ,. i • `oaSi.ROOF xEw Ratnto - KIM R�LM . '^ :O � .. BELOW 1 - - R v - m .r EXPANDED y HALL HA .�f I ' LOFT n-�__--____•---- - NEW — a NEW 4 OFFICE W.I-C' l-F7DSf.ROOF E L BELOW, -Ilk .Q{ rn �J AWo E IN A=& J❑=VE A6 O .-. . es rr- ss :s rr sr -�• - )•. -iii ras urz Mali ' - YP-0'! (EJUSipt47 1ExSlpyl (07StWG) O .. . .SECOND'ELOOR�PLAN �--+ E: Q . 15 WINDOW. SCHE®"IDLE .. MANUFACTURER'S UNIT -ROUGH.OPFTUNG•. REMARKS A (NARVIN CCM 286D 2W' 4'-•x 4'-14.Sw CLAD CASEMASTER . B CCM'2440. 2'-l'xT3 Sf8• C CCM 2464 2'-1'x 6J SW . . . D .• CCMP4664 V-1-x 63 S!8• N .. N I . - E CCM 2458 2W 4'-1-'x 9-7 SW - :• r � '. F "CCM-16402W 2'-9-:xY3 Sd8- 't.. . G CCM 2458 2'-1'x 4'7 5R' (� 4yJ-�� H CCMP 4856. 4-1•x 4'7 S/8' - ... - •.^. .^ "'z . J CUSTOM YTx7-T CUSTOM ARCH - .K (:l1STC>h1 CUSTOM ARCH L' CRY'3868CM 3'=1•x"U2"- CLAD CASENIASTER(SPRINGUNE), M CRT 2484C&12W. '1-1•x 63 5/8- CLAD CASEMASTER(SPRINGUNE) N' CRT 2456 CM ZW '4'-1•x.4`7 5W CLAD CASEMASTER(SPRINGUNE) P CCMP4848 •4-1•xy-.11 SB' _ '�A•�; - Q CCM 2856 2'-5-x 4'7'S/8• . R.. CUSTOM -. 2'S x V-10• CUSTOM ARCH " 1118120061 I - S CUSTOM.. 2'S'a 2=0•,- CUSTOM ARCH T CCM244D 2W = "4'-1-x 3'3.5T8- CLAD CASEEAASTER .JVV NOTES y�� 1.CONTRACTOR TO VERIFY ALl.WINDOWS WITH OWNER AND ROUGH OPENINGS f f l WTIi WINDOW MANUFACTURER P.RLOR TO ORDERING OF WINDOWS Z ALL WINDOWS"&FRENCH DOORSTO BE INSULATING GLASS/ LOW E It-ARGON WITH..3TU•FACTOR DUNG.NO.: 3.GRILLE PATTERN TO BE PRAIRIE STYLE;VERIFY EXACT PATTERNS FOR EACH WINDOW WITH MANUFACTURER'&ClINNERS. 4.VERIFY.Ali CUSTOM WINDOWS WITH MANUFACTURER&OWNERS PRIOR TO ORDERINGWINDO`."!S - % H • S.CONTRACTOR$'OWNFRSTOBERESPONSBLEFORALLWINDOW/DOORROUGHOPENWGS, DE,rAIB,STYLE.AND UNIT NUMBER - i .. - I .. �. .. "lam :.1. •.l�• I ExIBIWO) 041/1• . Po ei Dl IQxISRN°) L LCd I? rve•enrol 1 rn rn IN 1111111!$ EA • 9 ®®• e 1:10 z , . ®-=p All F og � � IEx191We1 I "' eaD) Jq {� (se•erUo 1VE�T. : .ADDITI'ON FOR: COWIT IA' DESIGN.. 43 'BREWSTER.'RaAb FS o b RESIDENCE AT MASHPtE; MA.• .02649 =.96CCTUIT BAY DRIVE. CNUIT, MA 777 i Imo ernW L L rr • I I - . lN'�7110) lid I I ' IL--- I I TMTM I L_j ' II li c� ❑ • ®• r k A ry� m I ' F11 ❑00 �* .. m 0 WMR,W. , Iz r$ �. (w•eiUW ' D NEW ADDITION <F�Q:R COTUZT . Y:r'D�5LC�?i' N RESIDENCE: A' . :43:s.BW�.' ER, ROAD. . ' DSHPEE:;' Q26s� . j�� 1 T�JZ'T B`AY;—U.RTVTE-=-CYT7 �5o } a .. A I Zh �rY+iE FLOOR FRArwNM I ", '�. "pvatwwGwALLB"' _ •,�•'r:�-- -��, . . USE2x42 ti00R JOiSrs aiE'na 't rara3A ._ ,._i •."�• a ;I.: rryvO W/2a1SUPPORf.WILLLS FA5r8•IID .. - �` - ev-.- _ •W W:„•;�..; • - WN SE EJOSTQ•IO CONG FOUNOATl01V .. _ _ .- - -,-•' .1 - - - ♦ ";'• U: .. ••xerivs.i:epocrowr .`r H^"- •,I, II VE=A WExGT• .arowecNGn)eEaro;' •t7 EFI.D�rFLAW NEW I: W As PATIO Y ,r-- "; :.,1 F'' _ f PAM '�.. . '.NEWPr�` _ -- 1 jII I1 1I I1 1I ExLsr.wunDwAua a io tea ice` fJ ar�,wcaw 11 1 I 1 I I I I •Fcmwcsro 11 I II II II I .. l I 1 I I 'EXIST. 1 11 I 11 I i I I ,]S:�ST,sEWL II I I I II_ II L ' t I II II II -- EXIST. . BASEMENT su 1 i eo+c — 11 I II II II arAe r •�— - . . i. b 11 I D I I I f �I� - - .. ate-><Y30.1DEL�v �' �"� ter" • EMM 1 I 11 I I I I MIMS a vrtxA 9 I I 11_ 1 11 I I mEEL[Auroauas .I q As G CREFEFooro s .EXIST. tsEuaroeERara� _ " •REPLA®ASDECm1A1NEa✓Lr - ��. ecaxam+G STUDY' ------------------------ ae�sPAx - - - -- -- -- -- -- -- - TD SECON® FLOOR-PLAN ' ° -P_T.2.aIEDGERS0ARDLAGE TEDT0 S0.IDELDOm+GYP1ml1Ga6Dle Y. - IosT. -- - W o SUPPLIED E7).T Ela65 . 1 y �t5EE..EE DISTANCE ISTA CDETALAatEEET.2'tlsL B 12 T . ro�veELavcRADE � .. 4� aEwe mRcrrAu r0 1 vcrxsrwom+G O - Pm- - .. • - 2� � wAa1-- 1 ro.veOmvouffi q ' ID SsVQ �G) 1 - D T ,. ,_� 1 _ Q A AB. . FOUNDA 1 ION PLAN 4 I-t E-a p4 2st za BOLT P.T.2i 8JOISTSTO DasT_ �, '•�- HOUSE 6 USE BRACWTS TO a� suPPORr NEW SALOOM W *Fl . ,�.• �roravr.a:er ^ REwPMAIUW BFJW Q� T b 4-4 I• ---+- ABWECEALiD 1 NEW P.�ian tfm Y. r, V1 .I . . F,y,.lwy '¢.� a 1 5� aEwa:eaAPtas •� .1/�}" I''Oa) our LIP 2006 a. BALCONY FRAMING PLAN Jc1 NO.' PH .. ROOF FRAMING PLAN . __ 17WG.N0, e .2.cpwmms RErr2ae RAFiE7i5 : NOTES - EvsTcvEaPEaPe+mwAa EUXTEappiagAm - t_)ALL ROOF RAFTEPSTOBE2x't0:s ' aa�aAETvo C A Roo,OVEapaurv+s UNLESS OTHERWISE NOTED .. .2.)USE SIMPSON H 2.5 HURRIEANE CLIPS _ . . xo: Twr xyay .. AT.ALLRAFTERSENDS te?sTwG) t 'tExis,uaer .t wG) 3.)VERIFY GUTTER TYPEAAYOUT —'—-- .W/OWNERS t�gry'{ rrrrrr Z 4 - o = ILI T z I " R o -t aI v p ER 0 r m Izo .a 0 o R m n nnz ,. Z S lG 1. ~ W„ I. , ~ I Nag I rn �F� 4 9 FF O o z m a 1;o ��* 5 X I� q � q In m m e 3 z z AA D R R N 9rn1 O PPPwPPrrNr ZIBM . ' � . H'+ �a m f ,lyvlpl 81INO.e � tM "e z I R 1 o zo Ar cn m T r D r k o� 100. n o � Dc 21 F m � z mOil 11 9 D r e pipIT Ica r"21 lie °o Z J 8 tat z AM �T 1 : zS Cn ® s R Jll Pp m 'I (exunHoI TWO) a-4tre O .. lee•artmal n Z , z . NEV�T ' 'ADDITION FOR: ' COTUIT BAY DESIGN RESIDENCE AT 4.3 :BREWSTER'ROAD MASHPEE, ..MA.. 02649 Uos i { w P i I I e ; 6 1 r � Q0 o l , ,� v IA Ol � l y i r . I � ' i 1 { A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information AVCL�4unuserBtu�+ar (3l This layout and material list Tj,, XPer 8 based on plans and/or information provided. This has not been we reviewed by a Weyerhaeuser engineer. Your builder,design professional,and other responsible partks must review this information HANGER LIST- Simpson Strong-Tie Company,Inc.® to assure that it is appropriate, Hdl-it — — Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes accurate,and complies.with — — — — 2 — — — —- applicable building codes. I I H1 17 TU52.37/9.5 8-N10 ' AWeyerhaeuser JOIST AND BEAM LIST Plot ID Length Product Plies Qty — A16 16' 9 1/2" TJI 230,joist 1 17 P1 24' 7" x 18" 2.0E Parallam PSL 1 1 HEADER LIST Hdl 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 ACCESSORIES LIST Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 4 !rim Joist board Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 13 A3 I I Rm, Rim Board �a P1 H1 VERIFY ALL CONNECTIONS AND BEARING OF NEW FRAMING TO EXISTING STRUCTURE PRIOR TO CONSTRUCTION. A16 I � � 16" Rml I A3 LEVEL NOTES CREATED BY File Name: R06-15735-SR-7978-Hunt.JOB Weyerhaeuser i 11 Campanelli Dr. Level Name: Second Floor Box 373 Assonet, MA 02702 Plotted: 3/20/2006 13:26 508-644-5100 Design Status: FAX: 508-644-5131 Main Floor.....3/20/2006 13:17 Second Floor...3/20/2006 13:17 Roof...........3/20/2006 13:14 SYMBOL LEGEND NOTE: Level design times indicated above provide a Note from Operator III Improve the Pro Rati f our floor assurance for proper level stacking. p nq o Y Ln�. REQUIREMENTS system by 4-8 points by using Design Methodology: ASD 0 Point Load Performance Plus floor Panels from Trus Floor Area Loading Is: _ Line Load WARN I NG TJi4D foists at bearings, Two 8d(23'2")box nails(1 each side), 1Y2 Joist. Call your TJ Technical Re unstable until braced laterally rminimumfPom�end. p' 40psf Live Load and 12 psf Dead Load Joists are.unsta Bracing � Includes: today for more details. Area Load � Maximum Joist Deflection: • B1ooki,g • Sheathing; Blocking panels,rimi Joist or rim board to bearing plate: L/480 Live Load Detail Cal lout Label • Bangers • Rm Bowd TJft bfocktrlg panels or miofst 10d(3")box nails at 6"o.c. L/240 Total Load (See Framer's Pocket Guide) 0 NOT allow workersNOT• s�fuu t:r�$ • w m��o,sc 00 stack bufkf'ingi rr " to walk on Joists materials on urfsfr tfat Trus JoW r board.Toenail with 14d(3 )box nails at 6 o.c.or 16d(V2")latex nails at 12"o.c. 13 CONTRACTOR TO VERIFY ALL FRAMING AREAS, TJ-Pro Rating Information: Hd-t Header, and -t indicates quantity of 2x_ untilbracedl Msts.Stack onfy,over shear transfer Connections equivalent to decking trail scM�edule.. OPENINGS, DIMENSIONS, LOADING CONDITIONS Weighted Average: 32 trimmers required at ends IJUf?y'f4fFAY tRESCf�.T. 6Qa�r+es or waif/s,. WARNING NOTES., ETC WITH ARCHITECT/ENGINEER PRIOR TO Lowest Rating: 32 Rim board,rirm ict-Iset or closure,to TJ10 Dist: CONSTRUCTION TO INSURE COMPLIANCE WITH Highest Rating: 32 rc�Lack of conre for proper,bracing during construction can result in serious accidents. JOB COMMENTS Glued & Nai led Decking is Required inder normai conditions R the following guidelines are:observed,accidents will be avoided. IY4"try€th or lass.Two 1 Qd (3")box nails,one each at top and ARCHITECTURAL DRAWINGS. i Direct Applied Ceiling is Not Required bottom flange. R06-15735-SR-7978 Page 2 Of 2 I.All,No*ng,hangara,r"bosrds and MmG tam atthe erd surppads of the Tit •iotr�must be m n*etelyr InalalW and property nailed. 2&"thru 2%`�widths:Two 16d(3Ya"')box mails,one each at.top and Floor Decking: 23/32" Structurwood Edge Gold (24" Laterals,�oscm , e eat ens*a„or an erst;ng de eatalaa at the emits the max.Tm+s axo No extra load i nq has been added f or tile Hunt Span Rating) cyaaePrporarr pen anenaar (sheath").>etp mectott that,tr-atom sueendO he bay. bottom flange. 396 Cotuit Bay Drive FOR THE T.�-XPERT WARRANTY a Safety bracing sofU4(mini Emrmurt)mast4e nailed toa braced end taar sheathed area asinnolte2ard to each joist.WMautthis �/��w .Toenail joist tociv�joistwitlucane11�c1(3'")laoxnail)�ac�� or stone floorcoverirx�. Please provide bfW% tingside'waisorrtcAo ts highly,pr leurr�ugftteon*ti�nFoaOs-tree;w+rkeroromelayer of mnailedsheatfing. side of joist top tlange. dead load, TL deflection limit and Cotuit, MA Normal O.C. Spacing = 16"* SEE FRAMER'S POCKET GUIDE 4.Sheathlrg roast be Iola*attached to seal TA 6 tout:trefa+re addfflomal leads cam:he placed on the system. 5,Endtrof taevers�Uresatetynr�acinganb ta,"topardt�t�,t+anges p indicate rooms if additional load is Cotuit Bay Design *Unless noted otherwise Preliminary Layout tv.T@tetlamrm�ustram�ttnatta[gFdwFtthlm atcleraincaaf Ymfimtrteattg�mrmsrn. 2x4 nllnirnlar squash blacks: Two 10d( )boxnails.,one each, required. 1-18-06 at tap and bottom flange. Layout Scale: 1/4 = 1 for Review and Approval .. TJ-Xpert 6.42(i693)C6.42 06.42$6.42 P6.42 I - A complete TJ-Xpert framing plan requires t See Trus Joist Framer's Pocket Guide for Trus Joist Framer's Pocket Guide for Product Trademark Information Aiacvmcx�rvawnn This layout and material list is TJAXpert. based on plans and/or information ® I provided. This has not been reviewed by a Weyerhaeuser We ' engineer_ Your builder,design 24' professional,and other responsible A3 pars must review this Information HANGER LIST- Simpson Strong-Tie Company, Inc.® to assure that it is appropriate, Rml Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes accurate,and complies with — applicable building codes. H1 2 HHUS5.50/10 30-10d 10-10d AWeyerhaeuser JOIST AND BEAM LIST Plot ID Length Product, Plies Qty A14 A32 32' 9 1/2" TJI 230 joist 1 8 — — — A16 , 16' 9 1/2" TJI 230,joist 1 9 A14 14' 9 1/2" TJI 230,joist 1 9 M1 24' 1 3/4" x 9 1/2" 1.9E Microllam LVL 3 6 M2 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL 1 2 ACCESSORIES LIST Trus Joist _ _ M1 I Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 9 Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 24 - — — — — — Rm, Rim Board rim board — — —Rml —--3 — — - H1 A3 i O I it CS I � II � i m MI Rml Load from above — — — — — — — — — _ H1 �a 716 16" CS Ca CaI e VERIFY ALL CONNECTIONS AND A32 A16 A32 °°i a VERIFY OPENING FOR FIREPLACE PRIOR TO S 2x4 minimum CONSTRUCTION. EARING OF NEW FRAMING TO squash blocks � EXISTING STRUCTURE PRIOR TO Use 2x4 minimum blocks squash blo --------;-- CONSTRUCTION: 9 CS to transfer load around TJI" joist L.±7.7J7, 77� 1 ..... Rml A3 LEVEL NOTES File Name: R06-15735-SR-7978-Hunt.JOB CREATED BY Weyerhaeuser Level Name: Main Floor 11 Campanelli Dr. Plotted: 3/20/2006 13:27 Box 373 Design Status: Assonet, MA 02702 Main Floor.....3/20/2006 13:17 508-644-5100 FAX: 508-644-5131 Second Floor...3/20/2006 13:17 Roof............3/20/2006 13:14 NOTE: Level design times indicated above provide SYMBOL LEGEND 93 Improve the Pro Rating of your floor assurance for proper level stacking. a; Note from Operator NAUNG REQUIREMENTS system by 4-8 points by usinq i Me thodology: ASD s n Met Performance Plus floor Panels from Trus Design 0 Point Load WARNING TJ10loists at bearflaos. Two 8d(2Ya")box mails(1 each side), 1 Y2" Joist. Call your TJ Technical Rep. Floor Area Loading Is: aaa .foists are unstable until braced laterally minimum from end. today for more details. 40psf Live Load and 12 psf Dead Load — Line Load j Bracing Includes: Maximum Joist Deflection: r� Area Load Blocking panels,rim joist or rim board to bearing palate. • Blorking • Sheathings TJI6 I3 lfkl7 cols orrrrrr oast 10d 3" box nails at 6"'o.c. L/480 Live Load Hangers 0 Fmftarc5 9t ( ) L/240 Total Load BBO Beam By Others Do NiOT aflow workers • strut skies . aaaw�drt DO NOT stock building Trus,Jixs€rim,hoard;Toenail With 10d(TJ box nails at.6"o-c.or to walk an Joists materials on,unsheathed 16d(32")box nails at 12"o'.c. a CONTRACTO11 TO VERIFY ALL FRAMING AREAS, TJ-Pro Rating Information: � Detail Callout Label until braced, joists.Stack only over Shear transfer. Connections equivalent to de*ing nail schedule. OPENINGS, DIMENSIONS, LOADING CONDITIONS Weighted Average: 39 (See Framer's Pocket Guide) PI�JURYll�AYRESULT beams or walls. ETC WITH ARCHITECT/ENGINEER PRIOR TO Lowest Rating: 34 WARNING NOTES.- Rim board,rim Wst or closure to TJI0 joist: Highest Rating: 47 Lack of concern for proper bracing,during construction can result.In serious accidents, 1Y4"Mdth ork=-Two 10d(3")box nails,one each at top and CONSTRUCTION TO INSURE COMPLIANCE WITH JOB COMMENTS Glued & Nailed Decking is Required ARCHITECTORAL DRAWINGS. a Under normal conditions if following uidetines�are obsa� accidents will be avoided. Ex,tton't flange. ' �� 9 Direct Applied Ceiling is Not Required 1.at!Ong,hangers.nrrn boards and Orn Joists at:the end suppofts ar the TJ1 O iewets met:be camoetery installed and Derry flailed. 21r16"thru 212"widths.Two 18d(V2")box nails,one each at top and R06-1573 5-SR-7978 Page 1 of 2 Floor Decking: 23/32" Structurwood Edge Gold (24" ' 2-tatengstrength.,like ab=ed end wall oran existing deck, theestaKsshedatMe ends of the bay.This can arso be a=mpished bottom flange. No extra loading has been added for the Hunt Span Rating) 1 byatemp�ryofWmaneatdec*fsneathhg�iras�edro the first 4 feet«rfpafat the eNof1rat J% . "Wdth Toenail joistto ri m�iolstwithone 10d�(3")box nail each or stone flo&"coverinq. Please provide 396 Cotuit BayDrive FOR THE TJ-XPERT WARRANTY 3-Safety ttracirag riles of 1x4 fmipnamrtrm�most be nailed toa braced end kvarlF or sheathed area as in note 2 and to Par,'a joist-Without this brW%twidi gwewwsor6iowistrghtypwoaaeae,mtterlightcenstr�icuee,roads-r+�awarkeror one teyer«r,�ns„edshee,thrng. side ofjoist top flange.ge• dead load, TL deflection limit and Cotuit, MA Normal O.C. Spacing = 16a y, SEE FRAMER'S POCKET GUIDE 4..Sheathing must be foully+ntaaaehedtoeachTJ$ a joist before aadlonatt loads can,beplam`9on the system. indicate rooms if additional load is *Unless noted otherwise 5-Ends of cwd.ems require sa b on both the t aria b es. " r s a 2x4 minimum squash blocks. Two. (3 )box nails,one each Cotuit Bay Design Preliminary Layout S.ne flanges mtnst mmaNm straight wft.6rr a tolerance of X'from.five aifgnmert required. at top and bottorm flange- 1-18-06 Layout Scale: 1/4" = 1' for Review and Approval TJ-xpert 6.42(9693)C6.42 D6.42 S6.42 P6.42 - A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide ,� for Product Trademark Information i See Trus Joist Framer's Pocket Guide, , Aj�AWqahxa=Kai= Ti This layout and material list Is ® A ert cased on plans and/or information P. provided. This has not been 4 reviewed by a Weyerhaeuser -- 24 I ,,�'�� engineer: Your builder,design professional,and other responsible A3 aartles must revlew Oils information _ HANGER LIST- Simpson Strong-Tie Company,Inc.® j to assure that it is appropriate, Rml Plot ID Qty Product Label Top Nails face Nails Member Nails Notes accurate,and complies with — — — applicable building codes. H1 2 HHUS5.50/10 30-10d 10-10d Weyerhaeuser JOIST AND BEAM LIST Plot ID Length Product Plies Qty A14 A32 32' 9 1/2" TJI 230 joist 1 8 A16 16' 9 1/2" TJI 230_joist 1 9 j I A14 14' 9 1/2" TJI 230 joist 1 9 M1 24' 1 3/4" x 9 1/2" 1.9E Microllam LVL 3 6 M2 6' 1 3/4" x.9 1/2" 1.9E Microllam LVL 1 2 ACCESSORIES LIST Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 9 Trus Joist _ _ _ M1 _ Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 24 rim board = - — — Rml 3 .—.—-— — _: El H1 Rm, Rim Board 13 I CS I � Load from above ac — — — — M1 Rml — — — �6a 16" CS *rnu �--. pill A A VERIFY LL CONNECTIONS ND A32 A16 A32 tK VERIFY OPENING FOR FIREPLACE PRIOR TOBEARING OF NEW FRAMING TO CONSTRUCTION. squash blocks EXISTING STRUCTURE PRIOR TO Use 2x4 minimum squash blocks CONSTRUCTION. to transfer load around TJh joist LL4= Rml A3 LEVEL NOTES CREATED BY File Name: R06-15735-SR-7978-Hunt.JOB Level Name: Main Floor Weyerhaeuser 11 Campanelli Dr. Plotted: 3/20/2006 13:27 Box 373 Design Status: Assonet, MA 02702 Main Floor.....3/20/2006 13:17 508-644-5100 FAX: 508-644-5131 Second Floor...3/20/2006 13:17 Roof...........3/20/2006 13:14 NOTE: Level design times indicated above provide SYMBOL LEGEND is Improve the Pro Ratinq of your floor assurance for proper level stacking. Note from Operator NAILING REQUIREMENTS system by 4-8 points by using Performance Plus floor Panels from Trus Design Methodology: ASD 0 WARNING Point Load TJI®joists at bearings: Two 8d(2Y")box nails(1 each side), 1Y" Joist. Call your TJ Technical Rep. Floor Area Loading Is: minimum from end. 40psf Live Load and 12 psf Dead Load — Line Load Joists are unstable until braced laterally today for more details. Bracing Includes: 77 Blocking panels, rim joist or rim board to bearing plate: Maximum Joist Deflection: r7 Area Load . Blocking • Sheathing TJI®blocking panels or rim joist: 10d (3")box nails at 6"o.c. L/480 Live Load BBO Beam B Others • Hangers • Rim Board L/240 Total Load y D NOT allow workers . Strut tines • Rim Joist DO NOT stack building Trus Joist rim board. Toenail with 10d(3 )box nails at 6, o c or to walk on joists materials on unsheathed 16d (32")box nails at 12"o.c. 8 CONTRACTOR TO VERIFY ALL FRAMING AREAS, TJ-Pro Rating Information: o Detail Callout Label until braced. joists.Stack only over Shear transfer: Connections equivalent to decking nail schedule. OPENINGS, DIMENSIONS,LOADING CONDITIONS Weighted Average: 39 (See Framer's Pocket Guide) JURYMAYRESULT. beams or walls. ETC WITH ARCHITECT/ENGINEER PRIOR TO owest Rating: 34 WARNING NOTES: Rim board,rim joist or closure to TJI®joist: Highest Rating: 47 Lack of concern for proper bracing during construction can result in serious accidents. 13/4"width or less:Two 10d(3")box nails, one each at top and CONSTRUCTION TO INSURE COMPLIANCE WITH JOB COMMENTS Glued & Nailed Decking is Required ARCHITECTURAL DRAWINGS. Inder normal conditions if the following guidelines are observed,accidents will be avoided. bottom flange. Direct Applied Ceiling is Not Required 2% "thru 2%"widths:Two 16d(/3Y" box nails one each at top and R06-15735-SR-7978 Floor Decking: 23/32" Structurwood Ede Gold 24" Page 1 of 2 1.All blocking,hangers,rim boards and rim joists at the and supports of Me TJI joists must be completely installed and properly nailed. f 6 2 l 2 ) � r1g: g ( 2.Lateral strength,like a braced end wall or art existing deck,must be established at the ends of the bay.This can also be accomplished bottom flange. No extra I oad i nq has been added f or tile Hunt Span Rating) by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the and of the bay. 3�2"width:Toenail joist to rim joist with one 10d(3")box nail each or stone floor coverinq. Please provide �J -W Cotuit Bay Drive FOR THE TJ-XPERT WARRANTY 3.Safety bracing lines of 10(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this Normal O.C. Spacing i n = 16` ■ bracing,buckling sideways or rollover is highly probable under light constructionloods-likeaworkeroronelayerofunnafledsheathing. side of joist top flange. dead load, TL deflection limit and Cotuit, MA p g SEE FRAMERS POCKET GUIDE 4.Sheathing must be totally attached to each TJI •joist before additional loads can be placed onMesystem. Indicate rooms If additional load Is *Unless noted otherwise Preliminary Layout 5.Ends of cantilevers require safety bracing on bath the top and bottom flanges. 2x4 minimum squash blocks: Two 10d (3")box nails,one each Cotuit Bay Design S.The flanges must remain straight within a tolerance of X"from true alignment requ i red. ■ for Review and Aparoval at top and bottom flange. 1-18-06 Layout Scale: 1/4■■ = 1 - ------_ - LL _--- — _ _ TJ-Xpert 6.42(#693)C6.42 D6.42 36.42 P6.42 --- — ------- --_--- A complete TJ-)(pert framing plan requires the Trus Joist Framer's Pocket Guide ' See Trus Joist Framer's Pocket Guide for Product Trademark Information �1�luxuxrlkTi This layout and material list is ® ilpert, lased on plans and/or information provided. This has not been r , reviewed by a Weyerhaeuser ',���� engineer. Your bullderxdesign �rofesslonal,and other responsible wrties must review thIs information HANGER LIST- Simpson Strong-Tie Company,Inc.® to assure that it is appropriate, Hd1-1t Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes accurate,and complroswith — — — — — 2 applicable building codes I I H1 17 IUS2.37/9.5 8-N10 ...........— 1A Weyerhaeuser JOIST AND BEAM LIST Plot ID Length Product Plies Qty —- — A16 16' 9 1/2" TJI 230.foist 1 17 Pi 24' 7" x 18" 2.0E Parallam PSL 1 1 { I I HEADER LIST Hdl 10' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 2 ACCESSORIES LIST Vboard I I Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 1 4 Shl 4' x 8' 23/32" Structurwood Edge Gold (24" Span Rating) 1 13 13 I I Rm, Rim Board I I Pi H1 ~ VERIFY ALL CONNECTIONS AND BEARING OF NEW FRAMING TO EXISTING STRUCTURE PRIOR TO CONSTRUCTION. A 16 116„ 1 I i i I I i A3 LEVEL NOTES CREATED BY Weyerhaeuser File Name: R06-15735-SR-7 78-Hunt.JOB 11 Campanelli Dr. Level Name: Second Floor Box 373 Plotted: 3/20/2006 13:26 Assonet, MA 02702 508-644-5100 Design Status: FAX: 508-644-5131 Main Floor.....3/20/2006 13:17 Second Floor...3/20/2006 13:17 Roof...........3/20/2006 13:14 SYMBOL LEGEND NOTE: Level design times indicated above provide SS Note from Operator a Improve the Pro Ratinq of your floor assurance for proper level stacking. NAILING REQUIREMENTS system by 4-8 points by using Design Methodology: ASD O Point Load WARNING - Performance Plus floor Panels from Trus Floor Area Loading Is: Line Load TJI�joists at bearings: Two 8d(2Y")box nails(1 each side), 1 Y" Joist. Call your TJ Technical Rep. 40psf Live Load and 12 sf Dead Load w Joists are unstable until braced laterally minimum from end. p today for more details. r-:i Area Load Bracing Includes: Maximum Joist Deflection: • Blacking • Sheathing Blocking panels,rim joist or rim board to bearing plate: L/480 Live Load 0 DetaiI Cal[out Label • Hangers • Rim Board TJl®blocking panels or rim joist: 10d (3")box nails at 6"o.c. L/240 Total Load (See Framer's Pocket Guide) O NOT allow workers • Sinn Lines • Rim Joist DO NOT stack building to walk on joists materials on unsheathed Trus Joist rim board:Toenail with 10d(3")box nails at 6"o.c.or 16d(3Y2") box nails at 12"o.c. a CONTRACTOR TO VERIFY ALL FRAMING AREAS, TJ-Pro Rating Information: Hd-t Header, and -t indicates quantity of 2x_ until braced. joists.Stack only over Shear transfer." Connections equivalent to decking nail schedule. OPENINGS, DIMENSIONS, LOADING CONDITIONS Weighted Average: 32 trimmers required at ends VJURY MAY RESULT. beams or walls. WARNING NOTES: ETC WITH ARCHITECT/ENGINEER PRIOR TO Lowest Rating: 32 Lack of concern for proper bracing during construction can result in serious accidents. Rim board,rim joist or closure to TJI OD'off ist: CONSTRUCTION TO INSURE COMPLIANCE WITH Highest Rating: 32 1/4 width or less:Two 10d(3 )box nails, one each at top and JOB COMMENTS Glued & Nailed Decking is Required ARCHITECTURAL DRAWINGS.CH lnder normal conditions if the following guidelines are observed,accidents will be avoided. bottom flange. Direct Applied Ceiling is Not Required j R06-15735-SR-7978 Page 2 of 2 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI a joists must be completely installed and properly nailed. 1 " 1 " Floor Decking: 23/32" Structurwood Edge Gold (24" 2/6 thru 2/2 widths:Two 16d (3Yz')box nails,one each at top and 2-Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished bottom flange No extra loading has been added f or tile Hunt San by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. . P ) Rati 3.Safety bracing lines of tx4(minimum)must be naaed to a braced end wall or sheathed area as in note 2 and to each joist.without this 3Y2"width:Toenail joist to rim joist with one 10d (3")box nail each or stone f loor coveri nq. Please provide q t6 Cotuit Bay Drive FOR THE TJ-)(PERT WARRANTY bracing,buckling sideways or rollover ishighyprobableunderlightconstructionloads-likeaworkeroronelayerofunnailedsheathing. side of joist top flange. dead load, TL deflection limit and COtUIt, MA Normal O.C. Spacing = 16"* SEE FRAMER'S POCKET GUIDE 4.Sheathing must be totally attached to each TJI 0 joist before additional loads can be placed on the system. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. " indicate rooms if additional load is Cotuit Bay Design *Unless noted otherwise Preliminary Layout 6.The flanges must remain straight within a tolerance of &from true alignment. 2x4 minimum squash blocks: Two 10d(3 )box nails,one each required. 1-18-06 for Review and Approval at top and bottom flange. Layout Scale: 'I/4 = 1 TJ Xpett 6.42(11693)C6.42 D6.42 56.42 P6.42