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43 & 53 LEWIS BAY ROAD
� ,�-�� �ma`s�,�. �� _� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # / — / C 7 7 Health Division Date Issued ' I Conservation Division ` Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 5 /� Historic - OKH _ Preservation/Hyannis Project Street Address Village_"Yti h►l�s If Owner 's t c w)S t3 C C L Address & e Telephone S ra l err; QIK76 A"aq'A Permit Request Pin`r s ti Law r L �ud� 'Z .'(3,e4_ ! 44-ti e" 4 cdt,t 46 c,.-i ✓lore �c� rooms' �V��- '.ti�( Y► 4 °fA(�� '1-y Low�� LeULL C Square feet: 1 st floor: existing g proposed 2nd floor: existing proposed Total new Zoning District MF Flood Plain Groundwater Overlay Project Valuation .o &e Construction Type e- �c Lot Size k,4�0 v► yK Grandfathered. ❑Yes ❑ No If yes, attach supporting documentation. III Dwelling Type: Single Family ❑ Two Family ❑ Multi-FamilY (# units) Age of Existing Structure q? 1112-6 Historic House: ❑Yes No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) �cFf Basement Unfinished Area(sq.ft) Number of Baths: Full: existing j new �_ Half: existing new Number of Bedrooms: existing _tiew Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: �l Gas ❑ Oil ❑ Electric ❑ Other Central Air: kYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑YesA 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# P Current Use jeew C., &6Vk,%&tau +t-Proposed Use d�� �oc•� �.t� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - r�0i S Telephone Number Address 1 -,-c- PeA c_t., a,, License# S`1 e d'Li t d e VLA - Cs , S S Home Improvement Contractor# Z d 76 Email n G+ 1.0 ���<2 ati L �'� G - Worker's Compensation #WGC S_Gy-f6G !Y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V.Afi SIGNATURE DATE FOR OFFICIAL USE ONLY ' APPLICATION # DATE ISSUED ' MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION " FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �y ~� Ni p: 5 Parcel a� G d . Application #•; -/ �+ / �t < 7, Health Division Date Issued " ;. Conservation Division Application Fee � Planning Dept. , �� Permit Fee r> Date Definitive Plan Approved by Planning Board .. ` Historic - OKH _ Preservation/ Hyannis .{ s Project Street Address 57 ! " i S - ` � Village Owner . !. r; J C L ; Address CMG d-.,c e r 1^c'1 A U e A Q e A 'f 'Telephone*'. 5 A 1 5 v- , Yvr A • 0 17 'Pd Permit Request t.#n 15, f. aw- e.r ed-< 72 13 L-43 ,1 a e i /�e., ,+- ,f 1 !t/!Y/f0X G --aka t . /�! C""'7, C9C]t� „_ f>j1 ! eI ( tii (( g'� A� L4 4Tw+ el n Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new � � � '° ' , p *° :'�• r l-'.ram }Zoning District r Flood Plain Groundwater Overlay. "N f, } Project Valuation,kO .65&4 Construction Type s `' ' Lot Size l_� �� Ga�; V i'a Grandfathered: ❑Yes ❑ No If es, attach-supporting y documentation. I Dwelling':Type: Single Family ❑ Two Family ❑° Multi.-Facnly.(#.,units)r., M f F Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: O,Yes - ❑ No i ' Basement-Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement FinishedArea•-(saft) �> �' - Basement-Unfinished Area (sq.ft) Number of Baths;-:'Full: existing. new Half: existing new J Number of Bedroomsr /existing €'new ' Total Room Count (not including baths): existing new First Floor Room Count J Heat Type and Fuel: A,'Gas 0 Oil ❑ Electric ,rO=Other ' AV t f � R 1 Central Air: ;®Yes vLJ No Fireplaces: Existing J New F;Existing wood/coal stove❑Yesk� No w.. Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing• LJ new size y. Attached garage:,❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:, r Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑'No If yes, site plan review# ` Current Use c7 �ti'�-��+i %41-Proposed Use `C < A f a��G 4t cz APPLICANT INFORMATION (BUIL`DER OR HOMEOWNER)'" - - - °-- Name `r" �► ('� Telephone Number d p T1 2 - ,Address- � _ts'�_`.LS " _.E?J��c i � c� �• '>License-#Al 7a Home Improvement Contractor# d 7(j' Email t0, Xt h. 11 6 '� 1/� A'c ¢7`+ , ,Worker's Compensation #t��C '66 1-1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��✓ � '" �-I�• . ' SIGNATURE SCl�r�c .,s�f ,n./ m DATE _ 1 ,. .• - p it i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING III DATE CLOSED OUT I ASSOCIATION PLAN NO. 690 Wa gtou ez—f - flm �i��rs' ��eIasu�c� �+��-��rsfcf�rslF��rf��Nsmmibers :Nmm1- s 2 a 44 Agra gau e�ploer?`fit€cktb�apprap=iafeTso-� I ato a ! � � Q I aax a o�7 car�a�t ar�d I Type gf graleet CreT=ed)'= . —L— bye Iiir fTse su r fos 6- []Idew mcs�m etl�•�(�teF$�S�OF p���_• • �Q I am,a sole pro armies- • ', fisi�ci raafixe af#acb�g��� '� - sbi2 and kam AO emglgemfr �ozl U inF Em2ay mp=i€g ezeg oye ;afrdhare a s' I �4Tc4"t CaIIIg.+�crtrxnr� - , Q Weear_e_.a}cmpondamandirs {�:[] isepai4s�ad�f nut WIILGL51a.�'R f'lR,TfCL� ! 3.��am.a� tddir�3lt'LgaF7€ 1L[] ara d&Hc= P ' ram€ENO wombmn - u of ese aa�gcr h GL ] [� a �gaus ' Txrcnramre r�xfi-er�i �-��i�•�SIldT��HWe�6 `• _ ' ��y6�at5e3sTxr �statafiIlautii�esrnihr7ox �M1 e �m��aSaup�r,R;,+ •,,• , tff r�m-r sTR aLq-XffLizcif 36e3rmzrimg01��ffieaIu�o-�si�r n,4rts„T,,,,�suI�tzn��B3 �=cn- TCaa�a�•rd�3cidxisirwF���c3r�mta33i£��etsbniffigr1T�„�oEthedga-xad.sisf�vrhet5sur*�t-+���e��sbsF2- _ • e�1v�•er'.Ifs�,�+-��tiR,t�,R��Ia� t-�ide-theft sr�s'�m.Q•I�aFi��n1s¢• Tani an errcgrojer 7varkers'ca�errsafirart 1�Esnratfcs fCr sz��nrgfal�e� $erats*is flcapirfi�y mrdPala sxf� kts n c-Canspaqy'i - P g¢ f s Iic.T ens cG •5-6aS6C `7 Caylgbf 61277-_�'-X Qj Atf2chxcopy Qfthewarlrs'cbmpmszlianpa3ipyclad5iafraapaga(--hhmwi fhepoUrynmoahEraudimpszdan dad-)- • Fai�refi�secdaecagsas.ragaisedvnderSe-cti��a€h�C�c.I57ca�ale�diotFie��ofcszQssxalpez�s�a . fr.�e ug�$��'�OU astdfar�e-�rim�isd as�].as ai�1 penalties sa�fi�nmt�a 3pL�P 3Fl(� .mod a� n€ug fps$25la-M a&y 2U62st the violdnr- Be xcTviw&ffhdmcogTof fhis siaEeme uaybe wed fib d Office of ices a��eI3�f�;n�,�nr�•c�e•�ge���;n„ I rya er rp Mgr fits pokff andprd affiks qfgediu7 fb 91'r it at a gtns del ads f s 6-ag and rurrect Mme A: Qui-id aw El;ndW.'AT 7k this=ea,€&Fie•catag£et§d by ciig arfarm rya£ . bfy ar-raw= L�aa-rdo�$�ifr. 1. •�`„�,T-i,TTrT�f-�.��to�t�ir� �r'�;-.;���er�ar �.�'h�glfns C.O&mr fl ctPersaII: MOMS: �&Dyl=is mess orIz oral ism-" - �- ar.❑ffi=legaI�'' cs any °orm� s A� Tap�is dfm�d ss Saai "" of a dn-Lased=pinyle-or$c of t3 r3 im Off=Itgal may. yrt artcad=�❑faain p �° �ands ,on ae�a aft e bu= - rms�x dw�g of a d�IFmg - _ ,a � °w puns to 3u caII*uci� rF� . n of �Yg ba dnedt❑be an ` X1D . . �aljuntbcs�se of sank eDpiny ar an_tlic arboing _ �asl❑calsr�rg����-oIa'ffies��� - § �� s � for z Mom`�P e e�to❑ m,a T"kass❑r fn cn�rf bQ ffie n ren alofaFors map . 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(Fig 2) _ 512;12 Mean Roof•Height _. .. ._ --... ..__.._.._:(Fig 2)_.. . _: .._.. _ft S 33' Bwldmg Width, -..;.(Fig 80' Burlding Length,L :_.... :........ L_..._... _ (Fig 3): __ :_ ..--- - -•• _ff 5 80, Building Aspect Ratio(l JifV) __._...._... (Fig 4).__................ <3.1 Nominal Height of Tallest Openine...... (Ffg 4)._:.._.. __ s 6'8's 1.3 FRWING CQNNEC-nONS. General compliance with flaming connections._._—,.-..(Table,2)...... 2.1 FOUNOATIQN Foundation Wa4s meeting requirements of 780 CMR 5404.1 " Concrete....................................._.................----......_. .......:__..... :. ....... Concretd-.Masonry....................................._. _..... ...„ _. 22 ANCHORAGETO FOUNDA-PON111 5/e'AnchorBolts imbedded or 5/B"Proprietary Mechanical Anchors as an affematnre in concrete.only Bolt Spacing-general ................ ..... . _..(fable 4). ._..._....._... -.. in. Bolt Spacing from•endTatnt of plate (Fig in.5 6'-12" ' Bolt Embedment-concrete.._.____..-_:�.. _:_ _ :. ...{Fig 5)..._:.___:_._.__. __.�._._.�= in,y 7" Bolt Embedment- ..._..�.�_._�.(Fig 5):_.... __._........_...-_-_-., in.z 1S';. Plate Washer (Fig 5) _ .._..._.._ z 3'x 3"x'/," 3.1 FLOORS Floorframfng member spans checked (per NI , ....: r 760 C R Chapter 55 ' Maximum Floor Opening Dimension_ __.-..._. ....(Fig 6).__. ........... _ ft 512'or L/2 or W12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...:....................... -......_. , Ma)dmum Floor Joist Setbacks ` Supporting Loadbearing Walls or Sheatwall........ . _(Fig 7)w___.:._:__.._._ ._._..�_._:_._��ft 5 d Ma)dmum CanUleversd Floor Joists - Supporting Loadbearing Watts or Shearwall................(Fig B)..............._.:_. Floor Bracing of Endwalls............ (Fig 9)..__...._._.. _._ ............................ ft 5 d _ . Floor Sheathing Type 780 CMR Clapter55). __._..._.__.._ .._: .. � • , Floor Sheathing Thickness. ---...-_-... _.�. .(per 780 GMR Chapter 55). �.. min. .. -... •--- ..... Floor Sheathln Fastenin able 2).. d nalls at in edge r 9 g-----_......._.....:..,,__._...._..... (T ,) —. g J_in field' .. 4.1 WALLS - Wall Height. LoadbLa-aring walls'.....--.,....... _._...__ _ (Fig 10 and Table 5), ft 510' Non-Laadbearing watts _ _......._. .. .. ...:..._ ;(Fig 10 and Tabla 5), _..._ . _ft 5 20'. Waft Stud Spading. ^-..........._ .... .....-....:..(Fig 10 and Table Walt story OFrsets ._. .... --..............'.............(Figs 71£8)_......... __ . _... _ ft 5 d 42 EXTERIOR WALLS3 Wood Studsi . . Lcadbearing walls__. ...._.____... ............__ --(Table ft 11L - Non-Laadbearing walls_. ........_ . ..,{Table -_ft_in. Gable End Wail Bracing _ Full Height Endwall Studs ..._—(Fig 10). _... .. WSP AM Floor Length.:.- _ _ � (Fig ) __- Gypsurn Gelling Length(if WSP not used)......_...-.(F►g 11 2 x4 Cvnfiriuotls,Lateral Brace 6 ff.o.o__.(Fig 11)........: :.. . Double Top Flat _ -- Splice Length ...... ._-...... _ __._._.__...... .(Fig 13 and-Table 6) _...._..-.._ _ft Splice Cor<nection(no,of 16d common (Table AWC Grrlde fa Woad Consfructian itz High Mrzd Areas:110 W11 Wind Zane Massachnsetts Checklist for Compliance po'cm s3n.2.1.ot Loadbeaftsi Wall Connections Lateral(no.of andnalled 16d common nails) Non-Loadbearing Wall Connections. Lateral(no.ofendnallled 16d common nails).._____..__(Table Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans Sill Plata Spans _ft_in.s 11 — Full Height Studs (no.of studs)._._._. ^__.__(Table 9)------ Norti-Load Bearing Walt Openings(record largest opening but check all openings for compliance to Table 9) Header Spans:__. - - --._..... _. . __ .._. �..(Table 9)__...___ _�_._.._ _ft_in.s iT Silt Plate Spans. _----_ _._ .(Table 9)......... ____... ft_in.S 1Z' — Full Height Studs(6a.of studs).__....-_-_.._____.___-(rable 9)_._.. ......... .._._.—.-.__ _ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously. Minimum Building Dimension,W z Nominal Height of Tallest Opening ., ...__ ..._. _ __... _. ......_. . . _.-.. 5 G'Er — Sheathing Type.__..___._---Y-._•-_-.--.-__--(note 4)..__....__....._ ..... _ Edge Nab 5padhg._.....__._. __.._.._ — .[fable 10 or note 4 if less)r _ in. -- Field Nall 10)....._ in. Shear Connection(no.,of 16d common mails)(Table __.._..._._._._...____ •Percent Full-Haight SherAing.....--._._-_.(fable — G%Addifional Sheathing for Wall with Opening>6'a"(Design Concepfs)_.._-_-__-___-_ Maximum Building Dimension,L Nominal Heigfd of Tallest OpaningZ-._:_..__ ..-:......................__.......................... — SheathingType_______...Type-----.--.-.-,.-.---(note Edge Nall Spacing....._.-.-_.-._____-__._.. .(fable 11 or note 4 If less).~ -••--- _ in. — Feld Nall Spacing...._:.__:....__._. _...._..(Table 11)...._...•._..__._..__.... In. • Shear Cohne�on(no,of 1(id comrhon nails)[fable 11).__.._____.......--.-.-_--••--•-•-•------••— — Percent Full-Helght Sheathi ig._._......_._._.....(Table 11)...___.--_......._.._._..•.._..�..._.. 5`Y°Additional Sheathing for Wall with Opening>6'a"(Design Concepts)........ Wail Cladding Rated fqr Wind 5.1 ROOFS Roof framing member spans checked? _ (Far Rafters use AWC Span Tool,see BBRS Websiae) Roof Overhang ............. ..................._..........(Fgura 19)-..........._ft s smaller of 2'or L13 Truss or Rafter Connections at Loa dbsaring Walls Proprietary Connectors Uplift.. ._ _.._,...._._.. .....__.._ (Table 12)........._._.... .___..__._.._U=_Plf Lateral ___.. .........__.___..... ..(fable 12)._._..._. _..._.. _...._..r._.L= pif Shear.. ____.__. .._,(Table 12)_ _.. _ _ _...._...___5--Of Mdga Snap Connections,If collar yes not used per page 21.._.(fable 13). .... ..._..._...._.T= Of _ Gable-Rake OutiDoker.......................................(Figure 20)_ .._ _fts smaller of 2'orL/2 — Truss or Rafter Connections at NDri-Loadbearing Walls Proprietary Connectors Uplift_._.. ...:__._ ....._..._ ._.._(Table.14).....___...... Lateral(no.of 16d common nails)-.(Table 14)..... ........... :.....� Roof Sheathing Type._.__...,_-___ .__...._._ ._....(per 78D CMR Chapters 56 and 59).:................ _ Roof Sheathing Thickness in,a 7116"WSP Roof Sheathing Fastening Notes: 1• This checklist must be met in ifs antirety,excluding the specific exception noted in 2,to comply.wkh the requirements of 78G CMR 53012-1.1 Item 1.ff the checklist Is met in its entirety then the following metal straps and hold downs-are not required per fhe WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. .20 Gaga Straps per Figure 11 c. Uplift Straps per Figure 14 d. • All Straps per Figure 1T e. Comai Stud Hold Downs par Figure 1 aa., 2- Exception:Opening heights of up to a ft.shall be permitted when 5%is added to.the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bot sill plate in exterior walls shall be a minimum 2 in,nominal thickness.pressure treated#Zrada. tom fa nr 41�Tr H,irufl4recrs Zarx.E . cL U CITRSADI.:L:I 4_ - a. Fromm Tables I ff and 11 and iocaron❑f�sfiaaffing and BLffldm-q A :radRafn,detrain Pert FutF-HaigizE shae$img and 1�1�g rem - - - b_ •Wwd Studnral Pmwls shall ba mmim=fllidaness of7fi Ei and be insi7.&d as fug-mis4 _ L . Panels shall be irR tgvd wn*=A,acs FaraIIei f❑sS � I fi Q haaimnw j❑irds sfiall❑ate aver and be:rmnad fa ti mnmg. uL ba afma led in b❑finm pbL-a and fnp.iner b of ffie dcabL- • - __ - �n tt3r �an,�1pF� „� f❑$ 3np inasnbaYaf fheuppr�dnuble I❑p— - p1alm and to band jbM at b❑fbm of be made to band j❑M and 1mverafiadmler t madeia JDwas-f pf at fast Moo auiing. , v- bI❑r¢nnfa!mail spacing at dmhL--fap pfaf bmd jbht �and girdam shall be a d❑ubte rcw rnf 6d - . - sfagg�d�3 iodles❑n ce�a-per Iigtt�s be3'❑tx�U®wand l-irnimrFfal t�Ia�g f❑t-Pane!Afiarhmeht. Gfa g pmb ❑r[a)tie b❑vsa Dr ce=nW aiMan-rag L&P-d if pr jertis i m7a Dr ciase2-fa share(ge=4y.sotdh of Rfa.73 or norih❑F Rfa;6) • - - � b)�I addm❑n--n❑f roqu5�u[iless fi-sasa�eve r�R❑�❑n fa$e:f¢sf•ti❑❑_r �)r�ptac�.ne�if,•a-ido�xs-needs a�t�gy r.�nsz�rafi❑n uanipGaiica❑nI}►Cdrap 93) . . EL Yea❑d Fiam a Camta dion Mmvi l M Ch4].fi:2r 110 MPH,Exp❑sura B may be ebbFmed.from file Arneticit VAbDd Co-imml (AWC)vrZD _ - u u - LZ • c[tr ll • L c �{ - t .. ii ii [ p c t • rt cr f r a c f-1t d. 11 F Li [I Q • r i - clrl or L i r[ - cL rl t [ Faa rea.a_ - t1 �l Lzr n iz,. _ `` n a`Fdit lrerfioaI$nd HoTiZDhfal NM-Fmg And ffw z I IsaMry • - . fgi I t _ fDt F�L I Affiar_i=mnr,f _ Town of Ba&n:stable } Regulatory. Services r n�un��'ra^R r Richard V.Sea%Director . DIAB& 163 Building Division Paul Roma,130dmg Commissioner 200 Main Street Hyannis,MA 02601 www.towmbarnsiable.mams Office: 508-862-4038 Fax: 50'8-790-6230 Property Owner Must . Complete and Sign This Section If Using A Builder as Owner of the subject ptopetty hetebg adtho=e �c� :� .���r /�S _ to act on my behalf, in au raattcrs tdative to work authatized by tbis.building permit application for: (Address of Job) **Pool fences and alarm are the responsibility of the applicant Pools ate not to be filled or utilized before fence is installed And all final. . 40f are performed and accepted.er Sign.atate of Applicant .4ftlt S'e6ft S' SW,,el-(S tint NLme Print Name Date Q:FORbiS:OWIERPEFNESSIDWDDI S i v n u vJL y ca-i uP II.L4-"A-1' Regnlatory Services ` v Ott Richard V.Scab, Director o Btund ng Division Paul Roma,)sdidbag Commissioner Vaasa 02601 ' Sti'e ff MA 200 Mam et, yam, s639• 1 www.town.barnstahle.ma.ns . Office: 508-862-4038 Fax: 508-790-6230 HOMEOWPMRLIMSE EKEM nON Plesae Print - DATE JOB street vivage "Ei01Z"= n®e bame phone# work phone# CURRENT MAILING�ADDRFSS: city/town si8te zip cod- The cogent exemption for"homeowners,was extended to include owner-occupied dwellings of sic units or less and to allow homeowners to engage an individual for hire Who dpes not possess a license,provided that the owner acts as supervisor. DEFINITION of HONZOWNER Persons)who owns a parcel of.land on which he/she resides or intends to reside,on which theta is,or is intended to be,a one or two-family dwelling,attached or detached stractnres accessory to such use and/or faun sf uctures. A '. person who constructs more than one home in a two year period shall not be!considered a homeowner..Such "homeownef'.shall submit to the Building Official on a foam acceptable to the Building Official,that he/she shall be responsible for all such work pmrfortned under the building pemait (Section 109.1.1) assummes resporisbility for compliance with.the State Building Code and other The undersigned"homeowner=' applicable codes,bylaws,roles and regulations. The undarsigned"homeowner"certifies that he/she understands the Town of Barnstable Building Deputment m inimran inspection procedures and req=* emmnts and that he/she will comply with said procedures and requir ements. Si re ofHom-ova-r Approval ofBuilding Official Note: 'Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 12TO Constuction Control. HOMEOWNER'S EXEMTION 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 1091.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such HomeDwner shall act . as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsihilities 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. Yon may care to amend and adopt such a formleerfification for use in your community. tarnpidro:Architects June 21,2017 Owner:43-53 Lewis Bay,LLC Architectural Evaluation of Finished Basement Space for Proposed Apartment 43 Lewis Bay Rd Hyannis,MA 02601 Architectural Narrative Existing Conditions • Existing wood frame 2'/:story building.(Type 5A construction) • The building has three floors,two above grade,one below. 71. • The 2nd floor has two residential apartments. • The main floor is occupied by business offices. • The basement level has been used for storage and dentist offices. • There is direct access from the basement level to grade. • There is 6400 sq.ft.finished areas,and 220 sq.ft.unfinished basement areas with full height,and the rest is crawl space with less than 3'headroom. • The building has been condominium divided into five units. Basement unit#1 is the area of work. (889 sq.ft.) • The project scope requiring architectural evaluation and assessment is for a renovation to change the existing basement unit#1 in building"C"from dentist offices to residential apartment. IEBC Alterations—Level 2 Chapter 7 IEBC Section 704: Fire Protection 704.2.2 Use Group Requirements. (Use Group R-2)Automatic sprinkler system is not required because: • The exits and corridors in the work area are not shared with other tenants. • The occupant load of the entire building is less than 30. • The work area does not exceed 50 percent of the floor area.(total building floor-area) 704.2.2.1 Mixed Use • , ,Fire separation required • The work area will have a 2 hour fire separation. 7.04.4 . Fire Alarm and Detection The existing hard wired smoke and CO2 detectors will be relocated according to new floor plan layout. ' IEBC Section 803.2:`Fire Partitions in group R3 or any multiple single family. 803.21 Separation Required e' The existing walls encompassing the area of work are poured concrete. • A continuous 2 hour fire separation will be constructed with materials consistant with the existing structure all work will be performed from the bottom side of the first floor framing/floor-ceiling assembly, and encompassing the entire work area. 804.1 Automatic Sprinkler System is not required by section 704.2 Architectural: Giampietro Architects PC IEBC Change of Occupancy Chapter 9 Section 901 General Classification: Alterations Level 2 • Level 2 alterations apply where the work area is less than 50%of the aggregate area of the building. Mixed Use: Section 310 R-3 unit#1 New Section 309 B: Existing "- 'Section 311.2 Hazard Category#4(low) • All alteration/repair work shall be made more code conforming then the existing work before the alteration was undertaken. • No`huardous materials such as asbestos and lead-based paint will be used. Section 901.3.1 Change of occupancy/mixed use with separation and 912.1.1.2 Group R Occupancy-Type V-A Construction and Group B Occupancy-Type V-A Construction Section 903 Building Elements and Materials in area of work , Existing Exterior and Interior Walls: • 10"Concrete Walls. • Insulation will be installed in all exterior walls where framing has been exposed and will meet requirements of basement wall R-Value per table 402.1.2 or IECC 2015. • Exposed concrete. • Gypsum Board interior finish. Section 904.2.2 For Group"11"and"B„ • The building does not exceed three stories. • There are two existing single family apartments on the 2nd floor. 1 •:. ..The work area does not exceed 50%of the total building floor area. • All new wall and ceiling finishes abutting the"B".use areas will incorporate a 2 hour fire separation system. See details on plan. Section 905 Means of Egress: • There will.be four at grade exits from the new unit. • There is one existing exit way stair from the basement area to the grade level and one new exit stairway directly to grade. • There is one direct to grade approved egress window exit from each of the two bedrooms. Section 908.1 • Level 2 alterations shall conform to the energy requirements of the International Energy Conservation Code or International Residential Code as they relate to new construction only. Section 912: Change of occupancy classification 912.1.1.2: Change of occupancy classification with separation. • See requirements of Chapter 8 for New Occupancy Classification. 912.1.2: Fire protection and interior finish shall comply with this section,except as noted in IEBC Section 704: Fire Protection. 912.1:3`. Change of occupancy classification based on hazard category;tables 912.4,912.5 and 912.6 Determination based on section 912.4 through 912.7 No Change: All are Level 4(Low Hazard) Architectural::Giampietro Architects PC Section 912.2.2 Fire Alarm and Detection System for smoke and CO2 is existing. Also see Section 704.4 of this Narrative. Section 912.3 Interior Finish-see section 904.2.2 in this Narrative. Section 912.4 Means of Egress Hazard Category:Table 912.4 • Occupancy classification for R-3=Hazard Category 4 • Occupancy classification for B=Hazard Category 4 IBC Chapter 5 . Fire separation between occupancy"R",and"B": Table 508.4=two hours without automatic sprinkler system. Chapter 10 Section 1008.1.2 Door Swing • . An exit door may swing in the opposite direction of egress where the occupancy is less than 50. } �. k Architectural: Giampietro Architects PC I oF1ME r°wti Town of,Barnstable Regulatory Services BARNSTABLE. nsAss. Richard V...Scali,,Director '°rEni a�"�_ Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 0260.1 Office: 508-862-4038 Fax: .508-790-6230 July 11, 2017 Z , Scott Shields 72 Briar Patch Rd. Osterville, Ma. 02655 RE: 53`Lewis Bay Rd., Hyannis, Map: 327 Parcel 225 OOA - Dear Mr. Shields: This letter is in response to application number TB-17-1779..Your.application is denied as submitted for the following reasons: 1) Your application has the address of 53 Lewis Bay Rd. and the plans identify 43 Lewis Bay Rd. I am unclear as to which building the work'is being proposed. Our records seem to indicate eleven separate units in three separate buildings on the property identified by Map 327 Parcel 225. Please submit•'a complete property layout identifying each of the units and highlight the area of the.proposed work. , The code narrative submitted identifies the project as a change of occupancy'from a`B' Use Group to an `R-3' Use Group and does not require sprinklers: 78OCMR 3.10.2 identifies the requirements in,order to be classified as `R=3' and in part :states "...Buildings that do not containmore than two dwelling units."The building has two existing dwelling units per the code narrative and the.change of use would be a third. In my opinion;based on 780 CMR,the change of occupancy would be an `R-2'Use Group and sprinklers would be required in the work area;' where it is,separated from other use's Lin-the building as shown in the-submitted documents. Without separation,the entire building would be required to have sprinklers installed. i If, aggrieved by this notice and order, to show cause to why you should not be required to do so, you may file an'appeal with the State Building,Code Appeals Board within forty- five (45) days after.the service,of this notice. Respectfully, 4Pey L. Lauzon Chief Local Inspector jeffrey.lauzon.@town.bam'stable.ma.us (508) 862-4034 c. - r f T2 S 72 Briar.Patch,Otiterville,MA:02b5S.. Construction,Supervisor License#658.09 7efep(orie 5�8-73� 2962: Aug Lj5t-I 4; 2017` Town of Barnstable Regulatory Services Building Division; " 20:0 Main Street Hyannis, MA 02.601 RE 53 Levis Bay Road., Hyannis, Map: 327 Par 1:125 O:OA. Dear Inspector Lauzon; + Regarding the property located at 53 Lewis Bay Road, Hyannis;,.MA Barnstable assessors Map 327 Parcel 225 OOA and.your denial letter (of application num.ber TB-17 7-79) dated F July. 11, 2017. `T am notifying you of my decision to:appeal your denial of the Building i permit request, Please let this letter stand as notice of my intent to appeal y,.our decision both locally and;with the new iricoming Building Commissioner and if necessary the:State; I° Building ;Code Appeals Board far the following`reasons: i 1) You stated opinion identfyingrthe project as a change of occupancy from a "B"' use-group to an "R 2" use group based ontyour interpretation of 780 CMR`, My 9 p Application TB 17* 1779:had provided a narrative from a Commonwealth of Massachusetts Registered Architect stating the change.identified by him:as;"B"' use Group-to an ".R.3" use Group. r;; 2). Secondly you failed to act on TB 17=1779 within 3'O days as fated in,780:CMR i 105.3:1 "Action-on Application" t .3) .Town of Barnstable has:been without=access to:.a Building Commissioner in )uly;. and will have the:new Building Commissioner on the-Job Aug"ust 14,.201.7. The new Building Commissioner will ha e many important issues`'before hirnas he prepares to serve the Town. Our permit,disagreement needs resolve, but I understand the riiAgnitude ofahe Job the new Commissioner is undertaking. Thank you for your. time and attention. Sm'cerely Scott S. Shields Cc Mark.Ells; . 1 1S i IA01 'sti 1 r01%01017 June 14, 2017 _�A�j�� � �� Town of Barnstable Building Commissioner 200 Main Street 11SViSNUVO j0 NMOl Hyannis, MA 02601 LIOZ 6 t Nnf Dear Sir, I am writing you at your request to inform you that I have one hundred percent (100%) ownership in the condominiums located at 43 Lewis Bay Road and 53 Lewis Bay Road, Hyannis, MA under the title of 43-53 Lewis Bay L.L.C, 600 Loring Avenue, Salem MA 01970. I have requested a building permit for the remodel of the two bedroom, one bath unit identified as Map / Block/ Lot 327/225/OOA. In my capacity as President and controlling all votes for the Condominium Association I am affirming today support for the requested building permit. Si erl ' Mark L. Taman Manager 43-53 Lewis Bay L.L.C. Mass. Corporations, external master page Page 1 of 2 w r a Corporations Division Business Entity summary ID Number: 001200070 Request certificate New search Summary for: 43-53 LEWIS BAY LLC The exact name of the Domestic Limited Liability Company (LLC): 43-53 LEWIS BAY LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 061200070 Date of Organization in Massachusetts: 12-07-2015 Last date certain: ' The location or address where the records are maintained (A PO box is not a valid location or address): Address: 600 LORING AVE. City or town, State, Zip code, SALEM, MA 01970 USA Country: The name and address of the Resident Agent: Name: MARK KLAMAN Address: 600 LORING AVE. City or town, State, Zip code, SALEM, MA 01970 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER MARK KLAMAN 600 LORING AVE. SALEM, MA 01970 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real-property:. Title Individual name Address h4p:Hcorp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSw=ary.aspx?FEIN=001200070&S... 6/7/2017 f�! Massachusetts-Department of Public Safety f Board of Building Regulations and Standards l.!/[t1t[Ill lllili JII License:CS4)65898 ITS .40 scorn s s=LDA 72 BRIAR PATC#RIM �r= OSTERVII A 11 'Y � c Expiration Commissioner 07/1012017 aIn;euals;noq;l,b pile ;0[1 C%e;a�aasiapaR 559Z0 VW'3111A2i31S0 HO-LVd HVINS ZL ;.: Sa-1 1 L 0 _.dHODA UMOl3A3a S-RIl 9I1Z0 vw luo;sog v w OLiS a3lnS-old Ted Oi uol{ejochoO L�flZf�IOT- uol;endx3 u0l;uln2aa ssaulsng pue sjigjjV jamnswajo aay3O :adA.L OLZOL1_;;=:uoge�st6aa :o;ujn;ai punojjj -a;ep uogendxa ay;aao;aq HOIOVHINOO 1N3W3AOHdWi 3WOH Aluo asn Inplelpu%J03 plleA uol;W;s120.1 Jo asuaalZ uogeinSaa ssauisng/g LiIg33V jamnsuoO;o aaiiip ?nacnxrmccmnn/a�snnan�wouiutvrh at/n _ �4 Giampietro Architects May 19, 2017 Owner: 43-53 Lewis Bay,LLC Architectural Evaluation of Finished Basement Space for Proposed Apartment 43 Lewis Bay Rd Hyannis,MA 02601 Architectural Narrative Existing Conditions • Existing wood frame 2%story building.(Type 5A construction) • The building has three floors,two above grade,one below. • The 2"d floor has two residential apartments. • The main floor is occupied by business offices. • The basement level has been used for storage and dentist offices. • There is direct access from the basement level to grade. • There is 6400 sq.ft.finished areas,and 220 sq.ft. unfinished basement areas with full height,and the rest is crawl space with less than 3'headroom. • The building has been condominium divided into five units. Basement unit#1 is the area of work. (889 sq.ft.) • The project scope requiring architectural evaluation and assessment is for a renovation to change the existing basement unit#1 in building"C"from dentist offices to residential apartment. IEBC Alterations—Level 2 Chapter 7 IEBC Section 704: Fire Protection 704.2.2 Use Group Requirements. Automatic sprinkler system is not required because: . • The exits and corridors in the work area are not shared with other tenants. • The occupant load of the entire building is less than 30. • The work area does not exceed 50 percent of the floor area.(total building floor-area) 704.4 Fire Alarm and Detection The existing hard wired smoke and CO2 detectors will be relocated according to new floor plan layout. IEBC Section 803.2: Fire Partitions in group R3 803.2.1 Separation Required • The existing walls encompassing the area of work are poured concrete. • A continuous fire separation will be constructed with materials consistant with the existing structure all work will be performed from the bottom side of the first floor framing/floor-ceiling assembly. 804.1 Automatic Sprinkler System is not required by section 704.2 IEBC Change of Occupancy Chapter 9 Section 901 General Classification: Alterations Level 2 • Level 2 alterations apply where the work area is less than 50%of the aggregate area of the building. Architectural: Giampietro Architects PC Mixed Use: Section 310 R-3 unit#1 New Section 309 B: Existing Section 311.2 Hazard Category#4(low) • All alteration/repair work shall be made more code conforming then the existing work before the alteration was undertaken. • No hazardous materials such as asbestos and lead-based paint will be used. Section 901.3.1 Change of occupancy/mixed use with separation and 912.1.1.2 Group R Occupancy-Type V-A Construction and Group B Occupancy-Type V-A Construction Section 903 Building Elements and Materials in area of work Existing Exterior and Interior Walls: • 10"Concrete Walls. • Insulation will be installed in all exterior walls where framing has been exposed and will meet requirements of basement wall R-Value per table 402.1.2 or IECC 2015. • Exposed concrete. • Gypsum Board interior finish. Section 904.2.2 For Group"R"and"B" • The building does not exceed three stories. • There are two existing single family apartments on the 2nd floor. • The work area does not exceed 50%of the total building floor area. • All new wall and ceiling finishes abutting the"B"use areas will incorporate a 2 hour fire separation system. See details on plan. Section 905 Means of Egress: • There will be four at grade exits from the new unit. • There is one existing exit way stair from the basement area to the grade level and one new exit stairway directly to grade. • There is one direct to grade approved egress window exit from each of the two bedrooms. Section 908.1 • Level 2 alterations shall conform to the energy requirements of the International Energy Conservation Code or International Residential Code as they relate to new construction only. Section 912: Change of occupancy classification 912.1.1.2: Change of occupancy classification with separation. • See requirements of Chapter 8 for New Occupancy Classification. 912.1.2: Fire protection and interior finish shall comply with this section,except as noted in IEBC Section 704: Fire Protection. 912.1.3: Change of occupancy classification based on hazard category;tables 912.4,912.5 and 912.6 Determination based on section 912.4 through 912.7 No Change: All are Level 4(Low Hazard) Section 912.2.2 Fire Alarm and Detection System for smoke and CO2 is existing. Also see Section 704.4 of this Narrative. Section 912.3 Interior Finish-see section 904.2.2 in this Narrative. Architectural: Giampietro Architects PC Section 912.4 Means of Egress Hazard Category: Table 912.4 • Occupancy classification for R-3=Hazard Category 4 • Occupancy classification for B=Hazard Category 4 IBC Chapter 5 Fire separation between occupancy"R"and"B": Table 508.4=two hours without automatic sprinkler system. Chapter10 Section 1008.1.2 Door Swing • An exit door may swing in the opposite direction of egress where the occupancy is less than 50. NO 4WD �t Architectural: Giampietro Architects PC j, 'Town of-Barnstable � Regu.]atory Sez`vices xsr.►aT 1. Th am as F. Gei]er,Diref-tdr ,,��� Building Divisiflb r� ��` e Th omas perry, G3 0,Dui]din g Com.missi onzx 200 Man Street, Hy.annis,.MA 02601 . ,.. .to�Yn.barns�ahlr.ma.us " Oicx:. 508-862038 Fax: 508-790-6230• ' - PLAN RED Owner: • MaplParcell: . Project-Address The iollcwing.ite3ns :�ere_botEd on reviewing: . . ' NCCo L-ALlovr OF tAPJ --S R.P-Yi eyed by: • Date-'= 8/15/17 Note To File: 53 Lewis Bay Road I reviewed the application submitted by Mr. Shields and found Inspector Lauzon's interpretation (that a sprinkler system is required I.A.W.780 CMR/ IEBC)to be accurate. I spoke with the project architect Mr. Giampietro regarding the project and offered him the opportunity to elaborate on his narrative which suggests that a sprinkler system is not required. Mr. Giampietro agreed that there was no basis in the building code to lawfully eliminate the sprinkler system requirement and stated that his argument is based on the practical nature of the building. He indicated that he had previously advised his client that the project would likely require an appeal before the State Building Code Appeals Board. I spoke with Mr.Shields regarding the application and my discussion with Mr. Giampietro. I explained that the sprinkler requirement in this case is an imperative as written and that the building code leaves no room for discretion with the building official. In conclusion 1 Mr.Shields appeared to be satisfied that neither Mr. Lauzon nor I have the authority to vary the building code and to get the relief he needs he would need to file an appeal with the Building Code Board of Appeals. Brian Florence t Client#:15130 2TRISDE ACORD. CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 05/23/2017 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(ies)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 endorsement(s). PRODUCER CONTACT - NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 FAX 5087781218 973 lyannough Rd,PO Box 1990 E��'F"c' ac,No Hyannis,MA 02601 ADDRESS: 508 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:A--rated Employers Insunmce Company 11104 INSURED INSURER B TRI-S Development Corp. 72 Briar Patch Road INSURER C: Osterville,MA 02655 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUB - POLICY EFF POLICY EXP LIMITS LTR INSR WVO POLICY NUMBER MWDD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES EaEC�D ce $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY JET LOC $ AUTOMOBILE LIABILITY _ COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED - PROPERTY DAMAGE $ AUTOS Per accident v $ UMBRELLA LIAR OCCUR EACH OCCURRENCE - $ :4EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A AND EMPSCOMPENSATIONYERS'LIILIT WCC5005007148 5/01/2017 05/01/201 X we sTL Tu-s ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L EACH ACCIDENT $500 OOO OFFICER/MEMBEREXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. Insurance coverage is limited to the terms,conditions,exclusions,other (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN s 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S191207/M191206 NS2 L Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: 43-53 Lewis Bay,LLC Date: May 19,2017 Property Address: 43 Lewis Bay Rd.,Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Convert existing Dentist Office into a residencial apartment. I Louis F. Giampietro,MA Registration Number: 4929 Expiration date: 08/2017 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: 3+ 4020 Phone number: 508-540-7400 Email: fred@giampietroarchitects.com Building Official Use Only Building Otticial Name: ermi o.: a e: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06 11 2013 BLDG DEPT. F k U.S.POSTAGE>>PITNEYBOWES' H�ANNIS,MA.02601ZIP 7 `::• 's R '�,�.: .02 42601 $ 006.560 015 173� 0001 4990 3592 0000336455 JUL. 11. 2017. ui I� - A C- Scott Shields 72 Briar Patch Rd. h Osterville, MF 4 E TI 1 FN,: T ". .€�UD E F I VACANT g . 93270898360@Z1$0 \!AC � BC: 02601400Z0tt� *152Z_0,1325_11—,43 ' f _ .. ... it „m Complete items 1,2,and 3. A. Signature Print our name and address on e reverse ❑Agent 0 th I I Y X ❑Addressee so that we can return the card to you. � B. Received by(Printed Name) C. Date of Delivery® Attach this card to the back of the mailpiece, I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 17 ❑Yes I If YES,enter delivery address below: ❑ No Iola 1 I I I 3. Service Type ❑Priority Mail Express® II I BIII�I I�I I�I I II II II I I I II�II I�I II II I II I�II ❑Adult Signature ❑Registered Mail VI Adult Signature Restricted Delivery ❑Registered Mail Restricted I ertifled Mail® ,p elnrery I 9590 9402 1933 6123 1428 36 ❑Certified Mail Restricted Delivery 4 Return Recelpt for ❑Collect on Delivery Merchandise rM I ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation --1-2._.",;",_Ni.imher_Qransfe�from service label) _n_Insured Mail ❑Signature Confirmation 7 015 1730 0001 4990 3592 Insured Mail Restricted Delivery Restricted Delivery - - '(over$500) I t 1. ; PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I pFTNE Town of Barnstable Regulatory Services i • ■ • BARNSTABLE, • y MASS. �► Richard V.Scali,Director '°rFc °' Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 July .11, 2017 Scott Shields _72.Briar Patch Rd._T Osterville, Ma. 02655 `RE: 53'Lewis Bay Rd., Hyannis, Map: 327 Parcel 225 OOA Dear Mr. Shields: This letter is in response to application number TB-17-1779. Your application is denied as submitted for the following reasons: 1) Your application has the address of 53 Lewis Bay Rd. and the plans identify 43 Lewis Bay Rd. I am unclear as to which building the work is being proposed. Our records seem to indicate eleven separate units in three separate buildings on the property identified by Map 327 Parcel 225. Please submit a complete property. layout identifying each of the units and highlight the area of the proposed work. 2) The code narrative submitted identifies the project as a change of occupancy from a `B' Use Group to an `R-3' Use Group and does not require sprinklers. 780CMR 3.10.2 identifies the requirements in order to be classified as `R-3' and in part states"...Buildings that do not contain more than two dwelling units." The building has two existing dwelling units per the code narrative and the change.of use would be a third. In my opinion; based on 780 CMR, the change of occupancy would be an `R-2' Use Group and sprinklers would be required in the work area Where it is separated from other uses in the building as shown in the submitted documents. Without separation, the entire building would be required to have Sprinklers installed. If, aggrieved by this.notice and order,to show cause to why you should not be required to do so,you may file an appeal with the State Building Code Appeals Board within forty- five (45) days after the service of this notice. Respectfully, ey L. Lauzon Chief Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862- 4034 rLi Q' • • Li Im o 0 F ` ' `IY Q^ Certified Mail Fee Er Extra Services&Fees(check box,add fee as appropriate) _ ❑F etum Receipt(hardcopy) $ rq ❑Return Receipt(electronic) $ �P,o�stmafikj � ertified Mail Restricted Delivery $ Here C3 Ej�dult Signature Required $ [lAduIt Signature Restricted Delivery$ O Postage juL 19 2017 _ m $ rqTotal Postage and Fees A $ o"! u'I Sent To ,,/ r� o Street and Apt. 0.,or Pd z o. City State,ZIP 46 1 M. r .1 all•r. :a[ Certified Mail service provides the following benefits: ■A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate ■Electronic verification of delivery or attempted return receipt for no additional fee,present this_n delivery. USPS®-postmarked Certified Mail receipt to they, ■A record of delivery(including the recipient's retail associate. 1 signature)that is retained by the Postal Service- Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,orm to the addressee's authorized agent. M lmpartantRemindets: Adult signature service;which requires the -C ■You may purchase Certified Mail service with signee to be at least 21 years of age(not -f) First-Class Mail®,First-Class Package Service®, available at retail). or Priority Mail®service. Adult signature restricted delivery service,which •Certified Mail service is notavailable for requires the signee to be at least 21 years of age- international mail. and provides delivery to the addressee specified:; ra Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agem.2 with Certified Mail service.However,the purchase (not available at retaiq. t of Certified Mail service does not change the ■To ensure that your Certified Mail receipt Ia insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mail items.L USPS postmark.If you would like a postmark on M ■For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for —, the following services: postmarking.If you don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion u of delivery(including the recipients signature). of this label,affix it to the mailpiece,apply F, You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. a 3 electronic version.Fora hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. Ps Form 3800,April2015(Reverse)PSN 7530-02-000-9047 L 0p1HE Tp� Town of Barnstable Regulatory Services + BARNSTABLE, MASS. Thomas F. Geiler, Director �p 1639. �Vr rFnmo- Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 21, 2008 Lewis Bay Condominium Association : 4-3&53-LewisrBay Roa�:d :Uy]annis MA-02601 Dear Dr. Brinckerhoff, This is in response to your inquiry about the required spaces at your facility on Lewis Bay Road. In reviewing the parking needs for this facility that has: 1. Eight residential units . 2. Three medical suites A. 6 exam rooms B. 4 exam rooms C. 4 exam rooms The residential units require 13 spaces: . The medical units would require: A = 15 B&C = 10 each This is a total of 48 spaces. I hope this answers your question. Respectful) , Thomas erry, CBO Building Commissioner y M LEWIS BAY ROAD CONDOMINIUM ASSOCIATION 43 & 53 Lewis Bay Road Hyannis, MA 02601 Directors: Gilbert D Brinkerhoff,MD Steven E Berglund, DMD Robert L Kittredge, DDS August 1, 2008 Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Dear Mr. Perry: I write pursuant to our conversation on Tuesday,July 29, at your office. Recall that my partners and I are interested in renting parking spaces on our property on Lewis Bay Road. The question arose as to how many excess spaces we have, given the requirements of the property. This property has eight residential one bedroom and efficiency apartments which I understand require 12+1 spaces. Also on the property are three medical/dental offices(two of which are currently unoccupied and on the rental market). Suite 1 has six examining rooms, suite 2 has four and suite 3 also has four. There are on the property 46 parking spaces. Please let me know how many spaces the town will permit us to rent. Th ank you for your attention to this matter. S Gilbert D.Brinkerhoff 20 Boxwood Circle Yarmouth Port, MA 02675 , I IIP1tEBY C:O¢TIFr mcr THIS WAO Plcr=IOACGOBDANCL wTl TOE RVL 5 AOD 4F8VIATIeOO OP Tills pf4.-.5- A LIOCTTD'QC010TiEafb OF DCED9 AS � A o AFG.W IINT6 , . QT 6•QA OND QL T6 0 ❑. q ®_ a O I V DB• .�. .4Qt:q(ealnlj.pltM;l aF i •u a LeseUo ENWING ENTRANCE . FUII.1: Foe"- . SLeetzT ' •® F-e ro CGIUN6 NeIO.IT ,uf DIEFL.-1 OFTOwn,UP +��DIFCCTI.l OF TFAWRL DOWM B o.T.leeea B•B` $L[C• ELCCTQIS ' CY04. FU@IACE' • • 'O 6E90NOANY UNIT-ENTNANCE CQAWL OFF.GB rl m © d d'- " bfeWG b aNFb4 j umWTGN Q 0U B �•.G• 1 LeYMGE Q - F`j J. � k . BilA3E:MEAIT QL'9kIJ •' Hu1LoWs,i?sdl .J od RAO.6ITITLCD i :':':':"GITKPL'ht7�L:EY/IbBA rrow'ewlDp-, 'f3W 6A. 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I I I LE6Ef.ID VWk.IAPOca I SMC01JCW'( UNIT C+JTP.AMg6 • I I B BA�ItbOM gye el.oser lJ FLOOR TD Cslutl6 IICIarIT I I .RiL me� U mo1JorTPSM�L1T aA r— -7 'UII+AM. T:YAMINATION I I I I » PRIN UNff ZW ANC6 II II II II II II 1 I CEILIM6 eroaAee Ix iI I , t I� I I I I Y/AITN6 2".4 Q BMM.aeeM I I P t w.« PXA M.ROOM CSILIMe wCatAOC I+ RIA I ReOv V OPPICC OTG¢ WARIN6 /OOM+ a pM LOOM Y I • -uu o. �rc Ts . RFA' ARBAmffi tba BUILDING ISSIIOWW DM H.Ak ES&r6® LEWIS SAY'12QA0 CONDOMINIUM b91r6 ppW.LM BAy FO&o(Op(q�- HSMclgtis,MlftHtu�qa�yNpM,1,a�MW:Ie-et.g�.ey aMaAovi' v RYAMMIS (SAINSTABL.E) MASS. NetMee REIOM'a I.le. Oe�ee.l�Mo,�iN Mlwlviny;svv- Ui, sae,.. . g aeAL6+TAa-TLd' t7saraloc,oe�ast.tea4 Afande. .S.IAM f1cS1iroJ0J A3a C12uC PAAoT2T f6lpLDyy�D'D7o1B(e6bT.ppyD �VJ} ..49,LEV/.19 B✓. GCyJ.A_t8G T1 le F—Y 6JILDIM C" PALW; 0...�.,O-zUAST F;&.UACWrM V . pMa M UMToT -WrmE 4A T1 2D IsSR KE - IO As bU1LT,LEY/{96a>( - � :' ORAP1�tC• � ... ¢.HT OP GENERAL NOTES: 18. ALL WARRANTIES,GUARANTEES AND SERVICE MAINTENANCE AGREEMENTS SHALL COMMENCE WITH THE ISSUANCE OF THE 1. THE GENERAL CONDITIONS STATE THAT THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. OCCUPANCY PERMIT SO THAT THE OWNER MAY RECEIVE FULL USE OF THE ITEM FOR THE GUARANTEE OR WARRANTY PERIOD 2. PROVIDE THE SERVICES OF A MASSACHUSETTS REGISTERED SURVEYOR TO LAYOUT STRUCTURE ON SITE AND ESTABLISH 19. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: EXISTING ELEVATIONS.ELEVATION OF FINISHED FLOOR SHALL BE ESTABLISHED BY ARCHITECT WITH ELEVATION INFORMATION f' a. SEAL CRACKS AND OPENINGS TO MAKE THE EXTERIOR SKIN OF THE BUILDING TIGHT TO WATER AND AIR ENTRY. PROVIDED BY SURVEYOR. b. PROVIDE ADEQUATE BLOCKING,BRACING,NAILERS,FASTENINGS AND OTHER SUPPORTS TO INSTALL PARTS OF THE WORK 1 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL THE WORK. SECURELY. BLOCKING,BRACING,NAILERS,FASTENINGS AND OTHER SUPPORTS SHALL BE OF A TYPE NOT SUBJECT TO a. BUILD AND INSTALL PARTS OF THE WORK LEVEL,PLUMB,SQUARE AND IN CORRECT POSITION. (j, DETERIORATION OR WEAKENING AS THE RESULT OF ENVIRONMENTAL CONDITIONS OR AGING. b. MAKE JOINTS TIGHT AND NEAT. IF SUCH IS IMPOSSIBLE,APPLY MOLDINGS,SEALANT OR OTHER JOINT TREATMENT AS C. PERFORM CUTTING AND PATCHING FOR ALL TRADES. PATCH HOLES WHERE DUCTS,CONDUIT,PIPES AND OTHER PRODUCTS DIRECTED BY ARCHITECT. } PASS THROUGH OR ARE BEING REMOVED FROM EXISTING CONSTRUCTION. C. UNDER POTENTIALLY DAMP CONDITIONS,PROVIDE GALVANIC INSULATION BETWEEN DIFFERENT METALS WHICH ARE NOT l d. PROVIDE CHASES,FURRED SPACES,TRENCHES,COVERS,PITS,FOUNDATIONS AND OTHER CONSTRUCTION REQUIRED IN ADJACENT ON THE GALVANIC SCALE. CONJUNCTION WITH THE WORK. IF SUCH CONSTRUCTION IS NOT SHOWN ON THE DRAWINGS,COORDINATE WITH ARCHITECT d. APPLY PROTECTIVE FINISH TO PARTS OF THE WORK BEFORE CONCEALING THEM. FOR EXAMPLE, PAINT DOOR TOPS, FOR SIZES AND PLACEMENT. BOTTOMS,GLAZING STOPS,GLAZING RABBETS,AND HARDWARE CUTOUTS BEFORE HANGING DOORS,AND PAINT CORRODIBLE e. PROVIDE AND COORDINATE ACCESS DOORS AND PANELS AS REQUIRED FOR ACCESS TO EQUIPMENT REQUIRING ADJUSTMENT, MOUNTING PLATES BEFORE INSTALLING PARTS OVER THEM. INSPECTION,MAINTENANCE OR OTHER ACCESS AND AS REQUIRED FOR ACCESS TO SPACES NOT OTHERWISE ACCESSIBLE, e. WHERE ACCESSORIES ARE REQUIRED IN ORDER TO INSTALL PARTS OF THE WORK IN USABLE FORM AND TO MAKE THE WORK I SUCH AS ATTICS AND CRAWL SPACES. PERFORM PROPERLY,PROVIDE SUCH ACCESSORIES. IF SPECIAL TOOLS ARE REQUIRED TO MAINTAIN,ADJUST AND REPAIR I f. CHECK DRAWINGS AND MANUFACTURERS'LITERATURE FOR REQUIREMENTS FOR BASES,PADS,AND OTHER SUPPORTING PRODUCTS,PROVIDE THEM. STRUCTURES. PROVIDE SUCH STRUCTURES. REMOVE SUPPORTING STRUCTURES ASSOCIATED WITH REMOVED EQUIPMENT f. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR ASSEMBLING,INSTALLING AND ADJUSTING PRODUCTS. DO NOT INSTALL AND PATCH REMAINING SURFACES. PRODUCTS IN A MANNER CONTRARY TO THE MANUFACTURER'S INSTRUCTIONS UNLESS AUTHORIZED IN WRITING BY THE g. AS PART OF ONE YEAR WARRANTY SPECIFIED IN THE GENERAL CONDITIONS,REPAIR CRACKS AND OTHER DAMAGE WHICH ARCHITECT. OCCUR AS A RESULT OF SETTLEMENT AND SHRINKAGE DURING THE FIRST YEAR AFTER SUBSTANTIAL COMPLETION. i g. ADJUST AND OPERATE ALL ITEMS OF EQUIPMENT,LEAVING THEM FULLY READY FOR USE. 20. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE EIGHTH EDITION OF THE MASSACHUSETTS STATE BUILDING h. THE DIVISION OF THE DOCUMENTS INTO ARCHITECTURAL,STRUCTURAL,ELECTRICAL,MECHANICAL,PLUMBING AND CIVIL CODE (BASIC/COMMERCIAL),2009 IBC WITH MASSACHUSETTS AMENDMENTS, 2012 IECC AND 2009 IEBC FOR EXISTING BUILDINGS. COMPONENTS IS NOT INTENDED AS DIVISION OF THE WORK BY TRADE OR OTHERWISE. 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION,DESIGN&INSTALLATION OF ALL REQUIRED HVAC, i. PROVIDE UTILITY INSTALLATIONS FROM LOT LINE TO BUILDING INCLUDING UNDERGROUND ELECTRICAL,WATER,TELEPHONE PLUMBING,GAS,ELECTRIC AND FIRE ALARM SYSTEMS AS REQUIRED BY ALL GOVERNING CODES®ULATIONS,FEDERAL,STATE AND CATV TO COMPLY WITH ALL LOCAL CODES AND REQUIREMENTS. &LOCAL. j. CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS FOR WALLS AND 4000 PSI @ 28 DAYS FOR SLAB 22. HVAC DESIGN&ENGINEERING TBD BY OWNER&HVAC CONTRACTOR WORK,AND REINFORCING RODS&WOVEN WIRE FABRIC(WWF)PER DRAWINGS. WHERE NOTED,PROVIDE HARD STEEL TROWEL 23. THE ELECTRICAL SYSTEM LAYOUT&ENGINEERING TBD BY OWNER&ELECTRICAL CONTRACTOR.THE ELECTRICAL CONTRACTOR IS FINISH ON SLABS. DAMPPROOFING SHALL BE FACTORY MANUFACTURED SEMI-MASTIC CONSISTENCY FROM ASPHALTS AND RESPONSIBLE FOR THE ENTIRE ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL MINERAL FIBERS,AND INSTALLED ON ALL WALLS AND FOOTINGS. WHERE SHOWN,PIERS FOR DECKS SHALL BE CONCRETE STATE,FEDERAL AND LOCAL CODES THAT APPLY. FILLED SONOTUBE FORMS. 24. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF ANY WALLBOARD INSTALLATION.ALL RECESSED LIGHTING SHALL BE ON DIMMER SWITCHES.VERIFY W/OWNER IF OTHER LIGHTS ARE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR PURCHASING MATERIALS OR EQUIPMENT.VERIFY CRITICAL TO BE ON DIMMERS. DIMENSIONS IN THE FIELD BEFORE FABRICATING ITEMS WHICH MUST FIT ADJOINING CONSTRUCTION. 25. PLUMBING SYSTEM REQUIREMENTS,FIXTURES,&ENGINEERING TBD BY OWNER&PLUMBING CONTRACTOR. 5. ALL DETAILS ARE TYPICAL UNLESS OTHERWISE NOTED AND ARE NOT NECESSARILY SHOWN IN THE DOCUMENTS AT ALL LOCATIONS n - WHERE THEY OCCUR. LEGEND: PROJECT TEAM 6. THE ARCHITECTURAL DOCUMENTS GOVERN THE LOCATION OF ALL ELECTRICAL AND MECHANICAL ITEMS INSTALLED AS A PART OF 0 EXISTING WALLS THE WORK. _ CONSTRUCTION TO BE REMOVED BUILDING OWNER: 43-53 LEWIS BAY, LLC 7. EXISTING ITEMS WHICH ARE NOT TO BE REMOVED AND ARE DAMAGED OR REMOVED IN THE COURSE OF THE WORK SHALL BE 600 LORING STREET REPAIRED AND REPLACED IN LIKE NEW CONDITION WITHOUT COST. ® NEW CONSTRUCTION SALEM, MA 8. EXISTING SURFACES DISTURBED DURING THE COURSE OF THE WORK SHALL BE RECONSTRUCTED AND FINISHED TO MATCH EXIT LIGHTED EXIT SIGN/DUAL EMERGENCY LIGHTING ADJOINING SURFACES. PATCHED AREAS SHALL BE FINISHED IN SUCH A MANNER AS TO PROVIDE VISUAL AND STRUCTURAL O SMOKE DETECTOR PROJECT DESIGNER: STEVEN COOK CONTINUITY ACROSS THE ENTIRE AFFECTED SURFACE. 9. ALL VOIDS CREATED OR SURFACES DISTURBED RESULTING FROM CUTTING,REMOVAL OR INSTALLATION OF ELEMENTS AS PART COTUIT BAY DESIGN, LLC OC CARBON MONOXIDE DETECTOR OF THE WORK SHALL BE FILLED AND FINISHED TO MATCH ADJOINING CONSTRUCTION. 43 BREWSTER RD. 10. EXCEPT AS PROVIDED IN THE DOCUMENTS,NO STRUCTURAL MEMBER OR ELEMENT SHALL BE CUT WITHOUT WRITTEN APPROVAL Fn FIRE ALARM PULL STATION MASHPEE, MA 02649 OF THE ARCHITECT. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CUTTING AND SHALL ADVISE THE ARCHITECT OF ANY ws FIRE ALARM HORN/STROBE POTENTIAL CONFLICTS WITH NEW OR EXISTING STRUCTURE. PH: (508)274-1166 11. DEMOLITION WORK SHALL ONLY BE CARRIED OUT ONCE ALL TEMPORARY SHORING AND BRACING IS IN PLACE.REMOVAL OF ALL ® SURFACE/RECESSED EXHAUST FAN STEVE@COTUITBAYDESIGN.COM TEMPORARY SUPPORTS SHALL BE COMPLETED ONLY AFTER NEW WORK IS SECURE AND COMPLETE. 12. ALL MATERIALS,EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OF THE WORK. CONSULTING BUILDING DESIGN CRITE IA 13. ALL MATERIALS,EQUIPMENT,AND CONSTRUCTION MEANS&METHODS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND / ARCHITECT: GIAMPIETRO ARCHITECTS HEALTH ACT,INCLUDING ALL AMENDMENTS. BUILDING USE:MIXED USES-R3,B// THIS SPACE IS R3 354 GIFFORD STREET 14. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION REGARDING BUILDING DESIGN LOADING NOT USING OR INSTALLING ASBESTOS OR ASBESTOS-CONTAINING MATERIALS. SNOW-35 PSF GROUND SNOW LOAD FALMOUTH, MA 02540 WIND-120 MPH EXPOSURE"B" 15. ALL PAINT USED ON ALL PRODUCTS AND ASSEMBLIES SHALL CONFORM TO A.N.S.I.Z66.1,SPECIFICATIONS FOR PAINTS AND LIVE LOAD-50 PSF'B'USE,w/o FIXED SEATS PH: (508)540-7400 COATINGS ACCESSIBLE TO CHILDREN TO MINIMIZE DRY FILM TOXICITY. FRED GIAMPIETROARCHITECTS.COM 16. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW AND APPROVAL,SHOP DRAWINGS FOR ALL CONSTRUCTION TYPE-5A MANUFACTURED STRUCTURAL ELEMENTS(IE.:STEEL BEAMS&COLUMNS,LVL BEAMS,TRUSS JOISTS,WOOD ROOF TRUSSES, WORK AREA/UNIT 5A AREA: 889sf INTERIOR/HABITABLE STEEL JOISTS,ETC.)IN ACCORDANCE WITH 780 CMR SECTION 107.6.2.1 ENTITLED -REGISTERED DESIGN PROFESSIONAL SERVICES" TOTAL BUILDING AREA: 6,400sf INTERIOR/HABITABLE 17. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF REQUIRED INSPECTIONS AT LEAST TWO(2)DAYS IN q ADVANCE. r. k ' 1 ERRORS OMISSIONS NOTIFIED IF ANY ARC NEW ADDITION FOR: SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF f•a'Mb CONSTRUCTION.THE BUILDING CONTRACTOR jGiampietro Architects 1/4" — 11-0�� COMWILL ERESPONSIBLEFORTHE YINGTHENT43-53 LEWIS BAY LLC IN TIMNE OFAN ERRO OROMISSI IIO 4828A000TUIT BAY DESIGN. LLC COMMENCESWRHOUTNOTIFVINGTHE 354 Gifford Street wlwm�ESIGNER OF ANY ERRORS OR OMISSIONS. DATE • 43 BREWSTER ROAD THESE NYOTHERUSEOFFalmouth, MA 02540 OF THE OWNER NOTED.ANY OTHER USE OF MASHPEE,MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN Tel:508-540-7400 5/17/2017 PH.(508)274-1166 CONSENT OF THE DESIGNER UNDER THE Fax: 508-540-0220 SIGNA ' 43 LEWIS BAY ROAD HYANNIS, MA ARCHRECTURAL COPYRIGHT PROTECTION ACT OF 1990. I I I , I INTEGRATE FLASHING W/MEMBRANE I I ROOFING.INSTALL IN ACCORDANCE w/ I ROOFING MANUFACTURER'S REQUIREMENTS FOR ROOF TO WALL DETAIL EXIST. II ATTIC A MEMBRANE ROOFING Al 1 DECKING FLOOR JOISTS — EXIST.EXTERIOR STAIR NOT r--------- SHOWN FOR CLARITY 2"MIN. ❑ ❑TAPERED PT 21 8's I I SEE TYP.LEDGER DETAIL FOR 1 @ 16"o.c.,PER PLAN EXIST. FLASHING&ATTACHMENT I I FASTEN RAFTERS TO WALL W/ INSTALL PEEL&STICK RESIDENTIAL 2 x 6 LEDGER W/(2)TIMBERLOK RUBBER MEMBRANE UNIT SCREWS AT 16"o.c.&SIMPSON BETWEEN LEDGER 8 JOIST HANGERS SHEATHING RUBBER MEMBRANE ROOF P.T.2 x 8 LEDGER BOARD LAG BOLTED TO W/5/8"PLYWOOD SHEATHING I SOLID BLOCKING W/(2)LEDGERLOK BOLTS PT 2x8's @ 16"o.c.,TAPERED FOR INSTALL"RAINTIGHT" NEW P.T.2 x 8 FRAME W/RUBBER 16" D JOISTS HANGERS -- --- MATERIAL UNDER MEMBRANE ROOF.INSTALL q_g• J/ DRAINAGE,MAX.TAPER 1",TYP. STAIRWAY RAINTIGHT UNDER DECK MATERIAL 2-P.T.2 x 8 BEAM,FASTEN TO AT STAIR&NEW ROOF COVER POSTS W/SIMPSON AC4 OR TYPICAL LEDGER DETAIL ACE4 POST CAPS,WRAP W/AZEK INSTALL AZEK PVC FASCIA,SOFFIT 8 BEAM TRIM ON NEW ROOF,TYP. AZEK BEAD BOARD SHEET CEILING ON EXIST. t x 3 STRAPPING NEW P.T.4 x 4 POST FASTENED TO ROOF FRAME&TO FOUND. BUSINESS P.T.4 x 4 POSTS EXIST. W/SIMPSON ZMAX ABU44 POST BASE UNIT NEW 42"HIGH AZEK OR EQUAL EXIST.STAIR TO AREAWAY NEW ROOF GUARD RAIL SYSTEM,FASTENED REMAIN THIS WINDOW REQUIRES UP OVER EXISTI BETWEEN EXISTING&NEW EXTERIOR SAFETY STAIRS POSTS PER MANUFACTUER GLAZING PER IBC 2406.10 a,. COORDINATE GRADING OF SIDEWALK 8 TOP OF RETAINING WALL TO PREVENT CENTER POST/BASE ON WATER FROM DRAINING INTO WELL& WALL FOR REQ'D.EDGE STEP"OVER"TOP OF WALL ——— DISTANCE,TYP. I ' FASTEN P.T.4 X 4 POSTS TO I NEW 41 HIGH AZEK OR EQUAL EXIST,FOUNDATION W/SIMPSON I _ GUARD RAIL SYSTEM,FASTENED —— ABU44 POST BASE W/5/8"A.B. ' _� I I BETWEEN EXISTING 8 NEW POSTS PER MANUFACTUER ——— I r-I rn L� INSi I I L J L= I III %� - INSTALL CODE COMPLIANT HANDRAIL AT 34"-36""ABOVE THE NOSINGS OF THE TREADS G 1 G 1 �I `-_=J ON B NEW EXIST. OTH SIDES OF THIS STAIRWELL. ——— n n u 11 li —J RESIDENTIAL STAIR UNIT WELL L�J L'J r% THIS WOW REQUIRES ——— 4'-3" II II III -J EXTERIORIND SAFETY II II II II I I I I II II II II I I _j GLAZING PER IBC 2406.10 I I I LJ LJ EXISTING L—L---�I------_I —J-- OFFICE ---------------------------- --J—� --- A SECTION @ EXISTING AREAWAY SIDE ELEVATION OUTLINE OF EXIST. STAIRWAY ABOVE Al NOTES: ——— 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS q &DIMENSIONS IN THE FIELD Al 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, THIS WINDOW REQUIRES EXTERIOR DETAILS,&FINISHES IN THE FIELD WITH OWNER SAFETY GLAZING PER 2406.10 3.) ALL RESIDENTIAL CONSTRUCTION TO CONFORM TO THE IEBC2009 BUILDING CODE ON. W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS.ALL COMMERCIAL CONSTR. W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS.ALL COMMERCIAL CONSTR. 4 4.) 120 MPH EXPOSURE B WIND ZONE 5.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 4'10" SIMPSON COMPONENTS FIRST FLOOR PLAN 7.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI (SEE A-3 FOR PROPOSED LOWER LEVEL PLAN) 8.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION THE DESIGNER SHALL BE NOTIFIED IF ANY ARCHITK„T, M ERRORS C OMISSIONS ARE FOUND ON 4 ,� NEW ADDITION FOR. SCALE : DRAWING NO.: THEWILL BE RAWING ESPONSBLE FO THE CO OF Giampietro Architects avr?A 1/4�� - 1�-�I� CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COTUIT BAY DESIGN, LLC COMMENCES WITHOUT NOTIFYING THE 354 Gifford Street No.4W 43-53 LEWIS BAY LLC DESIGNER OF ANY ERRORS OR OMISSIONS. fVBO{!11 43 BREWSTER ROAD THESE DRAWINGS ARE SOLELY FOR THE USE Falmouth, MA 02540 _ DATE OF THE OWNER NOTED.ANY OTHER USE OF MASHPEE,MA. 02649 THESE DRAWINGS REQUIRES THE WRI EN Tel:508-540-7400 Al PH.(508)274-1166 ARCHIITETURAL DESIGNER UNDER THE COPYRGHTPROTECTION FBx:508-540-022D s M 43 LEWIS BAY ROAD HYANNIS, MA 5/17/2017 ACT OF 1990. 1 NEW NEW WOOD FRAMED APT. PLATFORM FLUSH w/ REMOVE EXISTING WINDOW EXIST.STEP OFF TO 81NFILL W/CONCRETE BLOCK NEW CONC.STAIR Gj DOWN TO NEW UNIT FLUSHT NEW EXIST. SURFACE SEE TYPICAL PLATFORM CONC.STAIR STAIR UP NEW DETAIL WELL PLATFORM NEV GUARDRAIL NEW STAIR HANDRAIL AT NEW RAILING 42"HIGH REQ'D AT EXIST.RA,P 34"ABOVE NOSING GUARDRAIL NEW P.T.4 x 4 POSTS RAMP DOWN 9'-10" NEW PVC FASCIA,SOFFIT 8 BEAM TRIM TO MATCH EXISTING FLOOR PLAN B A2 NEW SHED ROOF ABOVE STAIRWAY W/ASPHALT ROOF SHIGNLES TO MATCH EXISTING EXIST. TYP. ROOF CONST. NEW AREAWAY -- El NEW P.T.4 X 4 POSTS ATTIC - MED 2 x 8 ROOF RAFTERS @ 16"o.C. PLATFORMOFLUSH w// -5/8'CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES EXIST.STEP OFF TO NEWCONC.STA- I 15LB.FELT PAPER DOWN TO NEW UNIT -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS FLUSH NEW 42°HIGH OR -ICE/WATER SHIELD AT BOTTOM SURFACE EQUIVALENT PVCVC RAILING TO"OF ROOF INSTALL 36"WIDE SELF ADHESIVE ICE&WATER _ EXIST. MEMBRANE 18"UP WALL UNDER SIDING& r= -� ----t ----� r-----�EXIST.W.R.B.&INTEGRATE WITH ROOFING Ir III Il �\II Ilr III r� RESIDENTIAL UNDERLAYMENTI ICE&WATER BARRIER. r1 III UNIT FASTEN RAFTERS TO WALL W/ INFILL EXIST.WINDOW hl \Tlr III 2x 10 LEDGER W/(2)TIMBERLOK W/CONCRETE BLOC L`_ II L_� II III �yII JII II G1 �, NEW 2'8"x 6'8"DOOR SCREWS AT I6"D.C.&SIMPSON ----J ----`1 L� — J II II II II j Q 4 LSSU26 JOIST HANGERS REAR ELEVATION L _ L J I`J III v NEW 10"CONC.RETAINING WALL w/ NEW HANDRAIL AT 34"HIGH 2x6's@16"o.c. L— \\� I r, Ga LEG#613NF OTNG B#5 BARS 2- CAL w/24" I U II II II —� I II II II II NEWICONCRETE STAIRWAY , � II II II II I I� � HORIZONTAL 2-2 x 8 BEAM,FASTEN TO _ I @ 1RSE ALL BARS POSTS W/SIMPSON AC4 OR 11P MIN.TREAD WIDTH& I I I L J III I TIED AT ALL INTERSECTIONS. 4'-1" 7"IMAX.RISER HEIGHT — ACE4 POST CAPS I �_ 1 I I 10°x36°CONC.FTG.w/KEY.BARS 2" J TO AREAWAY FACE OF CONCRETE. AZEK BEAD BOARD L_1______________________ SHEET CEILING ON I 1 x3 STRAPPING --------- ------------ ---- NEW 3"CONC,SLAB W/DRYWELL EXIST. THESE TWO WINDOWS REQUIRE EXTERIOR SAFETY BUSINESS P.T.4 x 4 POSTS GLAZING PER IBC 2406.10 UNIT NEW 42"HIGH AZEK OR EQUAL ' GUARD RAIL SYSTEM,FASTENED BETWEEN NEW POSTS PER MANUFACTUER NOTES: 2°x2°SHELF NEW RAILING BEYOND 1)VERIFY HEIGHT OF AREAWAY WALL IN THE FIELD. FOR GRATE 11" VERIFY ALL HEIGHTS IN THE INSTALL FIXED LADDER FOR EGRESS FROM WELL IF DEPTH (MIN.) FIELD&SET RISER HEIGHT IS GREATER THAN 44".INSTALL REMOVABLE COVER/ FASTEN P.T.4 X 4 POSTS TO ACCORDINGLY GRATE FOR FALL PROTECTION. NEW FOUNDATION W/SIMPSON T-7" ABU44 POST BASE T-0" 2)BOLCO STAKWELL OR WELICRAFT EGRESS WINDOW (2)#5 BARS AT TOP/MIDDLE/BTM OF (MAX.) WELLS AS MANUFACTUERED ALTERNATIVE TO SITE (MIN.) WELL.MANUFACTUERED WELLS MUST HAVE A COVER TO WALL HEIGHT,2"FROM TOP OF WALL POURED CONCRETE a SATISFY GUARDS FOR WELL DEPTH. 3 2x8 HEADER NEW NEW STAIRS TYP.#4 NOSING BAR - NEW 10"CONC.RETAINING WALL w/ M RESIDENTIAL STAIR « #6 BARS @ 12"o.c.VERTICAL w/18° 3"CONCRETE LANDING FIXED ALUMINUM LADDER 3 UNIT WELL LEG IN FOOTING&#SBARS a (BROOM FINISH) NEWB'CONCRETEFOUNDATION Z NEW Y HORIZONTAL @ 16"o.c.ALL BARS TIED AT ALL INTERSECTIONS. #5 BARS @ 12"o.c. WALLS W/#6 VERTICAL BARS n 10"x36"CONC.FTG.w/KEY.BARS 2' EACH WAY AT 24"o.c.,5-6°FROM OUTSIDE B E D TO AREAWAY FACE OF CONCRETE. FACE OF WALL,GRADE 60 BARS In NEW 3"CONC.SLAB W/DRVWELL cj DAMPPROOF WALLS O ^ROOM • 1._9" BELOW GRADE i 1 (3)#5 BARS IN FTG.2"FROM BTM., 4 "x18"CONCRETE a � FOOTING W/2x4KEY CONTINUOUS NEW 8 � e0 yy 2 6" 3'-0" GRAVEL W/DRYWELL y ,g SECTION @ NEW AREAWAY TYPICAL CONC. STAIR DETAIL cAz SITE BUILT EGRESS WINDOW WELL SCALE:112"=V-0" NEW ADDITION FOR. S4ALE -0 DRAWING NO.: * THE DESIGNER SHALL BE NOTIFIED IF ANV AR ERRORS OR OMISSIONS ARE FOUND ON CONSTRUCTION. O STRUDRAWINGSTI .THE BUILDING R C T OFNTR Giampietro Architects WILL BE RES ON SIBLEFORTHCONTRACTOR f•aVb �1 �� 11 WILL BE RESPONSIBLE FOR THE CONTENT 4 3-5 3 LEWIS BAY L L C IN THESE DRAWINGS IF CONSTRUCTION AIB 4W A2 COTUIT BAY DESIGN, LLC COMMENCES WITHOUT NOTIFYING THE 354 Gifford Street DESIGNER OF ANY ERRORS OR OMISSIONS. �+-1— 7� *,T,� �0 _ 43 BREWSTER ROAD THESE OWNER NOTED SOLELY FORTHE USE Falmouth,011 1 , MA 02540 DATE OF THE OWNER NOTED.ANY OTHER USE OF MASHPEE,MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN Tel: 508-540-7400 PH. 508 274-1166 FBx:508-540-0220 `SIN, 43 LEWIS BAY ROAD HYANNIS, MA 5/17/2017 CONSENT OF THE DESIGNER UNDER THE / ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 4'10' 48'-0' 6-5181, BILCO SCAPEWELL OR BILCO SCAPEWELL OR { 1 HR RATED=.3�ISWIL.R) SITE BUILT EGRESS SITE BUILT EGRErANER (UL DESIGN WINDOW WELL WINDOW WELL NEW P.T.WINDOW FRAME 8 1 DOUBLEHUNG JE SEAL BETWEEN FRAME 83/ WOOD STUD @ 16"o.c. CONCRETE WALL ALONG NEW 1 LAYER 5/8"TYPEW DRYWALL ON WITH OUTSIDE FOR THEEACH SIDE,EXTEND&SEAL TO RATED EXIST. . WEATHER EXIST. FLOOR/CEILING ASSEMBLY ABOVE.ALL WINDOW SIZE OR EQUI WINDOW PENETRATING ITEMS SHALL BE TREATED WITH"THROUGH PENETRATION"OR � EXIST.ELEC.PANELS NEW 3-2 x 8 HDR. NEW 3.2 x 8 HDR. 1 "MEMBRANE"FIRE STOPPING AS EW UNIT _ 13'-0' 2'-1I1" 13'-3- PIPE APPROPRIATE FOR MATERIAL,TYP. ELEC. EXIST.DOUBLE ~ CHASE q. PANEL 2x4 STUD WALL, A2 I /2.6"DOO V22"THERMAFIBER MINERAL WOOL -s APPLY FINISHES EXIST.2 x 12's INSULATION j IS s"D N PER DETAIL A C ��OS, @t6'o.c. H EXIST. HORIZONTAL RC-1 CHANNEL @ 16"o.c. EXIST. NEW A2 NEW F CRAWL EXIST.1/2"DRYWALL(NON-UNIT SIDE) ° ' S UTILITY o BEDROOM C BEDROOM SPACE W (,` 45 3a IN. FILL IN OPENING INTERIOR WALL MINUTE FIR O CLOS. 3'-2' RATI RATED DOOR S 2.6"DOOR O I w - PARTITION— FIRE 1 HR I 00 1 - RUN 2 LAYERS%"GWB DOWN of UP O O TO WITHIN IV' TOP OF A SEPARATION DETAIL [-EXIST LALLY 00 CONCRETE WALL&SEAL WI COLS. FIRE STOP SEALANT,TYP. SCALE: -�- - -L —-—- - - - w 42x 12'GIRT ABOVE EF. o' 2HR RATED WALL ENTIRE LOWER LEVEL CEILING TO CLOS. (DESIGN No.UL U334) 3 In TWO HOUR RATED CEILING HOUR RATED WALL ASSEMBLY p - ASSEMBLY PER DETAIL C1 w Z - 45 MINUTE FIRE EXTENDING VERTICALLY TO UNDERSIDE" EXIST. s%"WOOD STUD 16"o.c. w4�2 RATE OR OF FLOOR SHEATHING ABOVE NEW @ S KITCHEN/ BASEMEN w NEW 2 LAYERS 5/8"TYPE'X'DRYWALL ON Q Of o EACH SIDE,EXTEND&SEAL TO RATED THIS WINDOWREOUIRES EXTERIOR O 90 MINUTE FIRE mNEW Q FLOOR/CEILING ASSEMBLY ABOVE.ALL SAFETYGLAZING PER2406.10 O O D I N!N G RAED DOOR CLOS. c ¢ PENETRATING ITEMS SHALL BE TREATED (VERIFY KITCHEN 2 HOUR RATED w LAYOUT W/OWNER) WALL ASSEMBLY WITH"THROUGH PENETRATION"OR EXIST.2 x 12's NEW NEW FILL IN FLOOR OOw "MEMBRAPPROPRATE FOR MATEANE FIRE" TOPPI G AS @,6'•G.D. LIVING BATH ABOVE TO RANGE THESE TWO WINDOWS _` O MATCH o 0 REQUIRE EXTERIOR SAFETY 3%"THERMAFIBER MINERAL WOOL EXISTING INSTALL CODE COMPLIANT GLAZING PER IBC 2406.10 INSULATION HANDRAIL AT 34"-36""ABOVE 105"HEIGHT FROM HORIZONTAL RC-1 CHANNEL @ 16"o.c. THE NOSINGS OF THE N ` SLAB TO JOIST w TEI NEVI 36"WIDE TREADS STAIR BOTH SIDES OF PLATFORMTHIS STAIR WELL 1 w WIRE CHASE INK NEW 3- x 8 HDR. THIS ASSEMBLY SHALL BE INSTALLED AGAINST THE EXISTING CONC.FOUNDATION WALL(APPROX.54"HIGH)SO THAT THERE IS A%"AIR SPACE BETWEEN THE WOOD STUD AND THE FILL IN EXIST.WINDOW WINDOW NEW WINDO WINDov, CONC.THE TWO LAYERS OF GWB ON THE CRAWL SPACE SIDE EXIST. INSTALL.BLOCK. IcANCHOR SLOTS _ SEE TYPICAL K NEW P.T.DOOR FRAME 8 TERMINATE WITHIN%"OF THE TOP OF THE CONCRETE AND PLATFORM STAIR UP SEAL BETWEEN FRAME 8 AT EACH COURSE,TYP. WELL DETAILSTAIR CONCRETE WALL ALONG SHALL BE SEALED WITH A FIRE BARRIER SEALANT APPROVED WITH OUTSIDE FOR THE FOR THIS APPLICATION.SEE SECTION DETAIL B1/A3 FOR WEATHER ADDITIONAL INFORMATION ON ADAPTATION FOR THIS SITE. NOTES: 1)2015 IECC REQUIRES A BASEMENT WALL R-VALUEOF15/19.THIS NEW WOOD FRAMED (3M FIRE BARRIER SEALANT IC 15W6+OR EQUIVALENT) PLATFORM FLUSH w/ NEW STAIR HANDRAIL AT NEW GUARD INTERIOR WALL PARTITION— . MEANS EITHER TE CONTINUOUS INSULATION ON EITHER THE 34"ABOVE NOSING RAIL 42"HIGH B NEW P.T.4 x 4 POSTS EXIST. OFF TO SEPARATION DETAIL INTERIOR OR EXTERIOR OF THE FOUNDATION,OR R19 CAVITY EXIST. INSULATION EL SHOW,ON THE INTERIOR E THE WALL. NEW CONC.STAIR RAMP DO yIN 9'-10' 9'-10' <�FIRE ALTERNATIVELY(SHOWN),"15/19"MAY BE MET WITH A CONTINUOUS DOWN TO NEW UNIT LAYER OF IRS INSULATION ON THE INTERIOR OR EXTERIOR OF THE 19,6' SCALE: 1" = 1'-0" FOUNDATION AND R13 CAVITY(BATT)INSULATION MAYBE INSTALLED. 2)GC SHALL DETERMINE LOCATION AND TYPE OF AIR&VAPOR FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS BARRIERS TO INTEGRATE WITH THE REST OF THE STRUCTURE AS LOWER LEVEL PLAN WHERE OR C DUCTS PENETRATE UIRE ENTSASSE T LIES REQUIRED BY THE GROPE OF THE WORK. (WALLS IN CEILINGS).ACTUAL REQUIREMENTS TO BE DETERMINED BY THE HVAC INSTALLER. 2x4 KID STUDS @ 16"o.c. R-13ID STUDS BATT INSULATION ij 2HOUR RATED FLOOR CEILING EXIST. FINISH FLOORING, VARIES SMOKE DETECTOR y ASSEMBLY ABOVE EXIST. 3/4" T&G PLYWOOD FLOOR SHEATHING a 1"RIDGID FOAM INSULATION(R-5 min.) w 2x6 KD STUDS @ 16"o.c. ATTACHED TO FOUNDATION w/ Q CARBON MONOXIDE DETECTOR - -- - -- - ° ADHESIVE 3 3M FIRE BARRIER SEALANT IC ° ®HEAT DETECTOR 15WB*OR EQUIVALENT w/BACKING 5/8"TYPE X DRYWALL or BLUEBOARD a MAERIALPER MANUFACTURER EXIST. 2x12 FLOOR JOISTS ® 12"o.c. Y"AIR SPACE EXIST.10"CONC FOUNDATION WALL 3/"BEAD OF BUTYL OR SILICONE 5Yz THERMAFIBER MINERAL WOOL INSULATION R 23 _...... ...... _ ,... ..... ... .. . SEALANT AT SLAB EDGE IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS - - - -- -- 2 LAVERS 5/8"TYPE X DRYWALL PT 2x4 BOTTOM PLATE WHERE CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION or BLUEBOARD 1-LAYER 5/8" TYPE "X" GYP. BOARD IN CONTACT WITH CONCRETE TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 7/8" METAL FURRING CHANNEL 016" o.c. ° FENESTRATION SKYLIGHT CEILING WVA-UE MED WALLFLOOR BASEMENT WALL BASEMENT SLAB DRAWL SPACE WALL ° 0,FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE 10(4 FT. R-VALUE %"AIR SPACE 1—LAYER 5/8" TYPE "X" GYP. BOARD 0.30 MASS. 0.55 dB 20 or 13 5 30 115119 SEE DETAIL 10(4 FT.DEEP) 15/19 AMMEND. T 2x6 BOTTOM PLATE WHER CON CONCRE EE 2 HR RATING NOES: N CONTACT WITH HRU PENETRATION 8 ° 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. I (DESIGN NO.-L511) EMBRANE FIRE STOPPING ° 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 3/s'BEAD OF BUTYL OR SILICONE OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL SEALANT AT SLAB EDGE FIRE SEPARATION 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ADDITIONAL FIRE SEPARATION DETAIL CEILING DETAIL 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR I S LL I O t 8 R13 CAVITY INSULATION A3 wE."*e SCALE: 3/4" = 1'-0" 1"=1'-0" THE DESIGNERSHALLBENOTIFIED FANY ARCFH SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON ,py"'y,�"'�i�, 11 NEW ADDITION FOR• rr — r n u CONSTRUCTION. THE BR TO START OF Giampietro Architects $' 1/4 — 1 -0 CONSTRUCTION.THE BUILDING CONTRACTOR 13 WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION 4� _ 4 3-53 LEWIS BAY LLC Q COTUIT BAY DESIGN, LLC COMMENCESWRHOUTNOTIFYINGTHE 354 Gifford Street w am DATE : /� DESIGNER OF ANY ERRORS OR OMISSIONS, 43 BREWSTER ROAD OF OWNER NOTED.OLELVFERUSEOF Falmouth, MA 02540 OF THE OWNER NOTED.ANY OTHER USE OF 5/17/2017 MASHPEE,MA. 02649 THESE DRAWINGSREpUIRESTHEWRfrTEN Tel:508-540-7400 PH.(508)274-11663 CONSENT OF THE DESIGNER UNDER THE Fax: 508-540-0220 SIGNATURE ' 43 LEWIS BAY ROAD HYANNIS, MA ARCMRECTURAL COPYRIGHT PROTECTION ACT OF 1990. GENERAL NOTES: 18. ALL WARRANTIES, GUARANTEES AND SERVICE MAINTENANCE AGREEMENTS SHALL COMMENCE WITH THE ISSUANCE OF THE 1. THE GENERAL CONDITIONS STATE THAT THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. OCCUPANCY PERMIT SO THAT THE OWNER MAY RECEIVE FULL USE OF THE ITEM FOR THE GUARANTEE OR WARRANTY PERIOD 2. PROVIDE THE SERVICES OF A MASSACHUSETTS REGISTERED SURVEYOR TO LAYOUT STRUCTURE ON SITE AND ESTABLISH 19. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: EXISTING ELEVATIONS. ELEVATION OF FINISHED FLOOR SHALL BE ESTABLISHED BY ARCHITECT WITH ELEVATION INFORMATION a. SEAL CRACKS AND OPENINGS TO MAKE THE EXTERIOR SKIN OF THE BUILDING TIGHT TO WATER AND AIR ENTRY. PROVIDED BY SURVEYOR. b. PROVIDE ADEQUATE BLOCKING, BRACING, NAILERS, FASTENINGS AND OTHER SUPPORTS TO INSTALL PARTS OF THE WORK 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL THE WORK. SECURELY. BLOCKING, BRACING, NAILERS, FASTENINGS AND OTHER SUPPORTS SHALL BE OF A TYPE NOT SUBJECT TO a. BUILD AND INSTALL PARTS OF THE WORK LEVEL,PLUMB, SQUARE AND IN CORRECT POSITION. DETERIORATION OR WEAKENING AS THE RESULT OF ENVIRONMENTAL CONDITIONS OR AGING. b. MAKE JOINTS TIGHT AND NEAT. IF SUCH IS IMPOSSIBLE,APPLY MOLDINGS, SEALANT OR OTHER JOINT TREATMENT AS C. PERFORM CUTTING AND PATCHING FOR ALL TRADES. PATCH HOLES WHERE DUCTS, CONDUIT, PIPES AND OTHER PRODUCTS DIRECTED BY ARCHITECT. PASS THROUGH OR ARE BEING REMOVED FROM EXISTING CONSTRUCTION. C. UNDER POTENTIALLY DAMP CONDITIONS, PROVIDE GALVANIC INSULATION BETWEEN DIFFERENT METALS WHICH ARE NOT d. PROVIDE CHASES, FURRED SPACES, TRENCHES, COVERS, PITS, FOUNDATIONS AND OTHER CONSTRUCTION REQUIRED IN ADJACENT ON THE GALVANIC SCALE. CONJUNCTION WITH THE WORK. IF SUCH CONSTRUCTION IS NOT SHOWN ON THE DRAWINGS, COORDINATE WITH ARCHITECT d. APPLY PROTECTIVE FINISH TO PARTS OF THE WORK BEFORE CONCEALING THEM. FOR EXAMPLE, PAINT DOOR TOPS, FOR SIZES AND PLACEMENT. BOTTOMS, GLAZING STOPS, GLAZING RABBETS,AND HARDWARE CUTOUTS BEFORE HANGING DOORS, AND PAINT CORRODIBLE e. PROVIDE AND COORDINATE ACCESS DOORS AND PANELS AS REQUIRED FOR ACCESS TO EQUIPMENT REQUIRING ADJUSTMENT, MOUNTING PLATES BEFORE INSTALLING PARTS OVER THEM. INSPECTION, MAINTENANCE OR OTHER ACCESS AND AS REQUIRED FOR ACCESS TO SPACES NOT OTHERWISE ACCESSIBLE, e. WHERE ACCESSORIES ARE REQUIRED IN ORDER TO INSTALL PARTS OF THE WORK IN USABLE FORM AND TO MAKE THE WORK SUCH AS ATTICS AND CRAWL SPACES. PERFORM PROPERLY, PROVIDE SUCH ACCESSORIES. IF SPECIAL TOOLS ARE REQUIRED TO MAINTAIN, ADJUST AND REPAIR f. CHECK DRAWINGS AND MANUFACTURERS' LITERATURE FOR REQUIREMENTS FOR BASES, PADS,AND OTHER SUPPORTING PRODUCTS, PROVIDE THEM. STRUCTURES. PROVIDE SUCH STRUCTURES. REMOVE SUPPORTING STRUCTURES ASSOCIATED WITH REMOVED EQUIPMENT f. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR ASSEMBLING, INSTALLING AND ADJUSTING PRODUCTS. DO NOT INSTALL AND PATCH REMAINING,SURFACES. PRODUCTS IN A MANNER CONTRARY TO THE MANUFACTURER'S INSTRUCTIONS UNLESS AUTHORIZED IN WRITING BY THE g. AS PART OF ONE YEAR WARRANTY SPECIFIED IN THE GENERAL CONDITIONS, REPAIR CRACKS AND OTHER DAMAGE WHICH ARCHITECT. OCCUR AS A RESULT OF SETTLEMENT AND SHRINKAGE DURING THE FIRST YEAR AFTER SUBSTANTIAL COMPLETION. g. ADJUST AND OPERATE ALL ITEMS OF EQUIPMENT, LEAVING THEM FULLY READY FOR USE. 20. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE EIGHTH EDITION OF THE MASSACHUSETTS STATE BUILDING h. THE DIVISION OF THE DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL,PLUMBING AND CIVIL CODE (BASIC/COMMERCIAL), 2009 IBC WITH MASSACHUSETTS AMENDMENTS, 2012 IECC AND 2009 IEBC FOR EXISTING BUILDINGS. COMPONENTS IS NOT INTENDED AS DIVISION OF THE WORK BY TRADE OR OTHERWISE. 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION, DESIGN & INSTALLATION OF ALL REQUIRED HVAC, i. PROVIDE UTILITY INSTALLATIONS FROM LOT LINE TO BUILDING INCLUDING UNDERGROUND ELECTRICAL, WATER, TELEPHONE PLUMBING, GAS, ELECTRIC AND FIRE ALARM SYSTEMS AS REQUIRED BY ALL GOVERNING CODES& REGULATIONS, FEDERAL, STATE AND CATV TO COMPLY WITH ALL LOCAL CODES AND REQUIREMENTS. & LOCAL. j. CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS FOR WALLS AND 4000 PSI @ 28 DAYS FOR SLAB 22• HVAC DESIGN & ENGINEERING TBD BY OWNER & HVAC CONTRACTOR WORK, AND REINFORCING RODS &WOVEN WIRE FABRIC (WWF) PER DRAWINGS. WHERE NOTED,PROVIDE HARD STEEL TROWEL 23. THE ELECTRICAL SYSTEM LAYOUT& ENGINEERING TBD BY OWNER& ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS FINISH ON SLABS. DAMPPROOFING SHALL BE FACTORY MANUFACTURED SEMI-MASTIC CONSISTENCY FROM ASPHALTS AND RESPONSIBLE FOR THE ENTIRE ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL MINERAL FIBERS, AND INSTALLED ON ALL WALLS AND FOOTINGS. WHERE SHOWN, PIERS FOR DECKS SHALL BE CONCRETE STATE, FEDERAL AND LOCAL CODES THAT APPLY. FILLED SONOTUBE FORMS. 24. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET, SWITCH AND LIGHT LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF ANY WALLBOARD INSTALLATION. ALL RECESSED LIGHTING SHALL BE ON DIMMER SWITCHES. VERIFY W/OWNER IF OTHER LIGHTS ARE DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR PURCHASING MATERIALS OR EQUIPMENT. VERIFY CRITICAL TO BE ON DIMMERS. DIMENSIONS IN THE FIELD BEFORE FABRICATING ITEMS WHICH MUST FIT ADJOINING CONSTRUCTION. 25. PLUMBING SYSTEM REQUIREMENTS, FIXTURES, & ENGINEERING TBD BY OWNER& PLUMBING CONTRACTOR. 5. ALL DETAILS ARE TYPICAL UNLESS OTHERWISE NOTED AND ARE NOT NECESSARILY SHOWN IN THE DOCUMENTS AT ALL LOCATIONS WHERE THEY OCCUR. LEGEND. TEAM6. THE ARCHITECTURAL DOCUMENTS GOVERN THE LOCATION OF ALL ELECTRICAL AND MECHANICAL ITEMS INSTALLED AS A PART OF PROJECT THE WORK. EXISTING WALLS BUILDING OWNER: 43-53 LEWIS BAY, LLC �__� 7. EXISTING ITEMS WHICH ARE NOT TO BE REMOVED AND ARE DAMAGED OR REMOVED IN THE COURSE OF THE WORK SHALL BE CONSTRUCTION TO BE REMOVED GOO.CORING STREET REPAIRED AND REPLACED IN LIKE NEW CONDITION WITHOUT COST. - ® NEW CONSTRUCTION 8. EXISTING SURFACES DISTURBED DURING THE COURSE OF THE WORK SHALL BE RECONSTRUCTED AND FINISHED TO MATCH EXIT LIGHTED EXIT SIGN/DUAL EMERGENCY LIGHTING SALEM, MA ADJOINING SURFACES. PATCHED AREAS SHALL BE FINISHED IN SUCH A MANNER AS TO PROVIDE VISUAL AND STRUCTURAL CONTINUITY ACROSS THE ENTIRE AFFECTED SURFACE. O SMOKE DETECTOR PROJECT DESIGNER: STEVEN COOK 9. ALL VOIDS CREATED OR SURFACES DISTURBED RESULTING FROM CUTTING, REMOVAL OR INSTALLATION OF ELEMENTS AS PART COTUIT BAY DESIGN, LLC O CARBON MONOXIDE DETECTOR OF THE WORK SHALL BE FILLED AND FINISHED TO MATCH ADJOINING CONSTRUCTION. 43 BREWSTER RD. 10. EXCEPT AS PROVIDED IN THE DOCUMENTS, NO STRUCTURAL MEMBER OR ELEMENT SHALL BE CUT WITHOUT WRITTEN APPROVAL FA FIRE ALARM PULL STATION MASHPEE, MA 02649 OF THE ARCHITECT. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CUTTING AND SHALL ADVISE THE ARCHITECT OF ANY His FIRE ALARM HORN /STROBE POTENTIAL CONFLICTS WITH NEW OR EXISTING STRUCTURE. PH (508) 274.-1 1 66 11. DEMOLITION WORK SHALL ONLY BE CARRIED OUT ONCE ALL TEMPORARY SHORING AND BRACING IS IN PLACE. REMOVAL OF ALL $URFACE/RECESSED EXHAUST FAN STEVE C! COTUITBAYDESIGN.COM TEMPORARY SUPPORTS SHALL BE COMPLETED ONLY AFTER NEW WORK IS SECURE AND COMPLETE. 12. ALL MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OF THE WORK. BUILDING DESIGN CRITERIA CONSULTING 13. ALL MATERIALS, EQUIPMENT, AND CONSTRUCTION MEANS &METHODS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND ARCHITECT: GIAMPIETRO ARCHITECTS HEALTH ACT, INCLUDING ALL AMENDMENTS. BUILDING USE: MIXED USES R3, B H THIS SPACE IS R3 14. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION REGARDING BUILDING DESIGN LOADING: 354 GIFFORD STREET NOT USING OR INSTALLING ASBESTOS OR ASBESTOS-CONTAINING MATERIALS. SNOW, 35 PSF GROUND SNOW LOAD FALMOUTH, MA 02540 D PH EXPOSURE "B" 120 M 15. ALL PAINT USED ON ALL PRODUCTS AND ASSEMBLIES SHALL CONFORM TO A.N.S.I. Z66.1, SPECIFICATIONS FOR PAINTS AND WIND- - 120 0 PSF 'B' USE, W/O FIXED SEATS PH: (508) 540-7400 COATINGS ACCESSIBLE TO CHILDREN TO MINIMIZE DRY FILM TOXICITY. 16. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR REVIEW AND APPROVAL, SHOP DRAWINGS FOR ALL CONSTRUCTION TYPE 5A FRED@GIAMPIETROARCHITECTS.COM MANUFACTURED STRUCTURAL ELEMENTS (IE.: STEEL BEAMS & COLUMNS, LVL BEAMS, TRUSS JOISTS,WOOD ROOF TRUSSES, WORK AREA/ UNIT 5A AREA: 889sf INTERIOR / HABITABLE STEEL JOISTS, ETC.) IN ACCORDANCE WITH 780 CMR SECTION 107.6.2.1 ENTITLED "REGISTERED DESIGN PROFESSIONAL SERVICES" TOTAL BUILDING AREA: 6,400sf INTERIOR / HABITABLE 17. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF REQUIRED INSPECTIONS AT LEAST TWO(2) DAYS IN ADVANCE. SIOROMIS OMISSIONS EFOUDIFANY ARCM ' ER19 OR SCALE DRAWING NO. THESE DRAWINGS R OR TO START OF ria 1, '� ° CONSTRUCTION.THE BUILDING CONTRACTOR Giam ietro Architects » ° NEW ADDITION FOR : 11 1 11 WILL BE RESPONSIBLE FOR THE CONTENT p 4 COTUIT BAY DESIGN LLC IN THESE DRAWINGS IF CONSTRUCTION rr #� 9 1/ " — 1 -o COMMENCES WITHOUT NOTIFYING THE 3S4 Gifford Streets DESIGNER OF ANY ERRORS OR OMISSIONS. r 43-53 LEWIS BAY LLC 43 BREWSTER ROAD THESE DRAWINGS ARE SOLELY FOR THE USE Falmouth MA O2S4O " " ����--_.. �"' OF THE OWNER NOTED.ANY OTHER USE OF DATE : MASHPEE MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN h ��++ Tel: 508-540-7400 PH. (508) 274-1 6V CONSENT OF THE DESIGNER UNDER THE LEWIS BAY ROAD HYANNIS , MA GARCHITECTURAL COPYRIGHT PROTECTION Fax: 508-540-0220 43 `�/1 7/201 ACT OF 1990. SIGNA�`URE INTEGRATE FLASHING w/MEMBRANE ROOFING.INSTALL IN ACCORDANCE w/ ROOFING MANUFACTURER'S EXIST. REQUIREMENTS FOR ROOF TO WALL DETAIL MEMBRANE ROOFING ATTIC A Al DECKING FLOOR JOISTS — — — EXIST. EXTERIOR STAIR NOT SHOWN FOR CLARITY 2" IN. -- ----- TAPERED PT 2x8's I I SEE TYP. LEDGER DETAIL FOR @ 16"o.c.,PER PLAN EXIST. j/---7 FLASHING&ATTACHMENT RESIDENTIALFASTEN RAFTERS TO WALL W/ i I2 x 6 LEDGER W/(2)TIMBERLOK I INSTALL PEEL STICK RUBBER MEMBRANE UNIT ISCREWS AT 16"o.c.&SIMPSON BETWEEN LEDGER& IJOIST HANGERSSHEATHING RUBBER MEMBRANE ROOF P.T.2 x 8 LEDGER BOARD LAG BOLTED TO W/5/8"PLYWOOD SHEATHINGSOLID BLOCKING W/(2)LEDGERLOK BOLTS PT 2x8's @ 16"o.c.,TAPERED FOR INSTALL"RAINTIGHT" NEW P.T.2 x 8 FRAME W/RUBBER 16"o.c.W/JOISTS HANGERS MATERIAL UNDER DRAINAGE, MAX.TAPER 1",TYP. STAIRWAY MEMBRANE ROOF. INSTALL RAINTIGHT UNDER DECK MATERIAL 2-P.T.2 x 8 BEAM, FASTEN TO AT STAIR&NEW ROOF COVER POSTS W/SIMPSON AC4 OR TYPICAL LEDGER DETAIL ACE4 POST CAPS,WRAP w/AZEK INSTALL AZEK PVC FASCIA,SOFFIT& AZEK BEAD BOARD BEAM TRIM ON NEW ROOF,TYP. SHEET CEILING ON EXIST, 1 x 3 STRAPPING NEW P.T.4 x 4 POST FASTENED TO ROOF FRAME&TO FOUND. BUSINESS P.T.4 x 4 POSTS EXIST. W/SIMPSON ZMAX ABU44 POST BASE UNIT NEW ROOF NEW 42"HIGH AZEK OR EQUAL EXIST.STAIR TO AREAWAY — UP OVER EXISTI GUARD RAIL STING&NEW FASTENED REMAIN THIS WINDOW REQUIRES STAIRS EXTERIOR SAFETY POSTS PER MANUFACTUER GLAZING PER IBC 2406.10 COORDINATE GRADING OF SIDEWALK& TOP OF RETAINING WALL TO PREVENT' CENTER POST!BASE ON WATER FROM DRAINING INTO WELL& STEP"OVER"TOP OF WALL WALL FOR REQ'D. EDGE — — — DISTANCE,TYP. — — FASTEN P.T.4 X 4 POSTS TO �' I NEW 42"HIGH AZEK OR EQUAL EXIST. FOUNDATION W/SIMPSON I — — — --� GUARD RAIL SYSTEM, FASTENED ABU44 POST BASE w/5/8"A.B. ------- —� j BETWEEN EXISTING&NEW POSTS PER MANUFACTUER I L J L J It ii (� `J I INSTALL CODE COMPLIANT HANDRAIL AT "MONOI FF� r I i II II -J I I 34"-36""ABOVE THE NOSINGS OF THE TREADS NEW EXIST. ON BOTH SIDES OF THIS STAIRWELL. - - _ RESIDENTIAL STAIR - i i i � n u a II i i '� —� UNIT WELL LL 1 L J J J — — — I G- G_1 _ THIS WINDOW REQUIRES - - - 4'-3„ EXTERIOR SAFETY I I I I II II II II I I I I it II II I I _ GLAZING PER IBC 2406.10 I — — — i LJ L�j i i _� I EXISTING , I - - OFFICE ------ ----------------------- ---- - -- 0 N A SECTION @ EXISTING AREAWAY SIDE ELEVATION- OUTLINE OF EXIST. NOTES: STAIRWAY ABOVE A 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS A — — — & DIMENSIONS IN THE FIELD Al 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 1AFETWY HIswINDowREQuiRESEXTERIOR DETAILS, & FINISHES IN THE FIELD WITH OWNER GLAZING PER2406.10 3.) ALL RESIDENTIAL CONSTRUCTION TO CONFORM TO THE IEBC2009 BUILDING CODE DN. W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS. ALL COMMERCIAL CONSTR. W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS. ALL COMMERCIAL CONSTR. 4.) 120 MPH EXPOSURE B WIND ZONE 5.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 4'-10° SIMPSON COMPONENTS IRST FLOOR PL FA N7.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS& SLABS TO BE 3000 PSI (SEE A-3 FOR PROPOSED LOWER LEVEL PLAN) 8.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION THE DESIGNER SHALL BE NOTIFIED IF ANY ARCHITF.T,, SCALE : DRAWING NO.ERRORS OR OMISSIONS ARE FOUND ON 4° W NEW ADDITION FOR : _ THESE DRAWINGS PRIOR TO START OF "''ins$ CONSTRUCTION.THE BUILDING CONTRACTOR G1G1111nietro Architects 1/4" 1 -��� WILL BE RESPONSIBLE FOR THE CONTENT r '� r :; IN THESE DRAWINGS IF CONSTRUCTION ' COTU I T BAY DESIGN LLC COMMENCES WITHOUT NOTIFYING THE 354 Gifford Street Po. DESIGNER OF ANY ERRORS OR OMISSIONS. - 43-53 LEWIS BAY LLC 43 BREWSTER ROAD THESE DRAWINGS ARE SOLELY FOR THEUSE Falmouth, MA OZS4O � DATE OF THE OWNER NOTED.ANY OTHER USE OF MASHPEE ,MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN Tel: 508-540-7400 r " C/� '7/�O� 7PH. (5O8) 274-1 66 CONSENT OF THE DESIGNER P OT THE Fax: 508-540-0220 S1C7 43 LEWIS BAY ROAD HYANNIS, MA `J I Al ARCHITECTURAL COPYRIGHT PROTECTION 1 �. ACT OF 1990. n 1� NEW NEW WOOD FRAMED APT. PLATFORM FLUSH w/ REMOVE EXISTING WINDOW EXIST,STEP OFF TO &INFILL W/CONCRETE BLOCK NEW CONC.STAIR DOWN TO NEW UNIT FLUSH SURFACE SEE TYPICAL NEW PLATFORM c� CONC.STAIR STAIR fp b in NEW v DETAIL WELL °' v PLATFORM - - - E NEW GUARDRAIL AS LNEW STAIR HANDRAIL AT NEW RAILING 42"HIGH REQ'D AT EXIST.RAP IP 34"ABOVE NOSING GUARDRAIL NEW P.T.4 x 4 POSTS RAMP DOWN 9'-101, 9'-101, FTT] I M NEW PVC FASCIA,SOFFIT&BEAM TRIM TO MATCH EXISTING Lil B FLOOR PLAN A2 NEW SHED ROOF ABOVE STAIRWAY W/ASPHALT ROOF SHIGNLES TO MATCH EXISTING NEW AREAWAY NEW P.T.4 X 4 POSTS EXIST. TYP. ROOF CONST. ATTIC -2x 8 ROOF RAFTERS @ 16"o.c. NEW WOOD FRAMED -5/8"CDX PLYWOOD ROOF SHEATHING PLATFORM FLUSH w/EXIST.STEP OFF TO -ASPHALT ROOF SHINGLES NEW CONC.STAIR -15LB. FELT PAPER C" A DOWN TO NEW UNIT. -SIMPSON H 2.5 HURRICANE CLIPS FLUSH NEW 42"HIGH AZEK OR AT ALL RAFTER ENDS SURFACE `O EQUIVALENT PVC RAILING -ICE/WATER SHIELD AT BOTTOM cq TO"OF ROOF INSTALL 36"WIDE SELF ADHESIVE ICE&WATER EXIST. MEMBRANE 18"UP WALL UNDER SIDING& EXIST.W.R.B.&INTEGRATE WITH ROOFING I r =_= l I-- RESIDENTIAL UNDERLAYMENT/ICE&WATER BARRIER. 1 r II II r 7II II — II 1 I III I UNIT FASTEN RAFTERS TO WALL W/ INFILL EXIST.WINDOW I j I—L tl 1<�I\ III II I LJ1 L 11 I I I W/CONCRETE BLOC 1 III — III I I( \ II I III I I G=�l G it I 1 I 2 x 10 LEDGER W/(2)TIMBERLOK II VrTv 1 _ II I I NEW 2'8"x 6'8"DOOR SCREWS AT 16"o.c.&SIMPSONJLSSU26 JOIST HANGERSQ Q R \/A T -1 \E/ \� \ ELE V / \ 1 IONI �- AT 34EW HHIGHRAIC � - � � j j FFLJI #6 BARS C0 2oc.VERTICAL w/24" I I G=,l G;I I I @x 6s @ 16 O.C. IILEG IN FOOTING BARS 2-2 x 8 BEAM, FASTEN TO NFWICONCRETE STAIRWAYPOSTS W/SIMPSON AC4 OR 111" IN.TREAD WIDTH& iIHORIZONTAL @ 16"o.c.ALL BARS I L J LJ I I TIED AT ALL INTERSECTIONS. ACE4 POST CAPS 7"1M/X. RISER HEIGHT - I L__I i I 1 I 10"x36"CONC. FTG.w/KEY. BARS 2" AZEK BEAD BOARD _ _--- _-- TO AREAWAY FACE OF CONCRETE. SHEET CEILING ON 1 ---- I1 x3STRAPPING '------ NEW 3"CONC.SLAB W/DRYWELL EXIST. THESE TWO WINDOWS 5'-0„ BUSINESS P.T.4 x 4 POSTS REQUIRE GLAZING PER BC 2406.1EIOR UNIT NEW 42"HIGH AZEK OR EQUAL GUARD RAIL SYSTEM,FASTENED BETWEEN NEW POSTS PER MANUFACTUER NOTES: 2"x 2"SHELF NEW RAILING BEYOND 1)VERIFY HEIGHT OF AREAWAY WALL IN THE FIELD. FOR GRATE 11 VERIFY ALL HEIGHTS IN THE INSTALL FIXED LADDER FOR EGRESS FROM WELL IF DEPTH FIELD&SET RISER HEIGHT IS GREATER THAN 44". INSTALL REMOVABLE COVER/ FASTEN P.T.4 X 4 POSTS TO ACCORDINGLY GRATE FOR FALL PROTECTION. NEW FOUNDATION W/SIMPSON • 3'-7 ABU44 POST BASE 2)BOLCO STAKWELL OR WELLCRAFT EGRESS WINDOW 3'-0" (MAX.) WELLS AS MANUFACTUERED ALTERNATIVE TO SITE-BUILT (2)#5 BARS AT TOP/MIDDLE/BTM OF (MIN.) WALL HEIGHT,2"FROM TOP OF WALL POURED CONCRETE Q . WELL.MANUFACTUERED WELLS MUST HAVE A COVER TO NEW NEW STAIRS a TYP.#4 NOSING BAR SATISFY GUARDS FOR WELL DEPTH. 3-2x8 HEADER NEW 10"CONC. RETAINING WALL w/ RESIDENTIAL STAIR H #6 BARS @ 12"o.c.VERTICAL w/l8" 3"CONCRETE LANDING FIXED ALUMINUM LADDER UNIT WELL -1 - LEG IN FOOTING BARS a. (BROOM FINISH) 'S °O HORIZONTAL @ 16"o.c.ALL BARS ° NEW 8"CONCRETE FOUNDATION �+ o NEW E\A TIED AT ALL INTERSECTIONS. #5 BARS @ 12"o.c. ° WALLS W/#6 VERTICAL BARS -1 z V V V 10"x36"CONC.FTG.w/KEY.BARS 2" EACH WAY AT 24"o.c.,5-6"FROM OUTSIDE L' 3: - TO AREAWAY FACE OF CONCRETE. ° FACE OF WALL,GRADE 60 BARS B E D NEWS"CONC.SLAB W/DRYWELL o DAMPPROOF WALLS ^ ROOM (3)#5 BARS IN FTG.2"FROM BTM., `" BELOW GRADE F- Z o CONTINUOUS a NEW 8"x18"CONCRETE N a FOOTING W/2 x 4 KEY v O T-0" 1 "8' GRAVEL W/ RD YWELL (DSECTION @ NEW AREAWAY TYPICAL CONC. STAIR DETAIL C SITE BUILT EGRESS WINDOW WELL A2 SCALE: 1/2 1,0„ THE DESIGNER SHALL BE NOTIFIED IF ANY ARCHITF T"m.m,, NEW ADDITION SCALE : DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ONTHESE DRAWINGS PRIOR TO START OF r�y� p*y� �+ p } I ",y �,CONSTRUCTION.THE BUILDING CONTRACTOR Giampiet O Al chitec LS 1/411 = 1 1-011 WILL BE RESPONSIBLE FOR THE CONTENT , IN THESE DRAWINGS IF CONSTRUCTIONQ COTUIT BAY DESIGN LLC 354 Gifford Street COMMENCES WITHOUT NOTIFYING THE LEWIS 4029 DESIGNER OF ANY ERRORS OR OMISSIONS. ytSdR 43-53 BAY 43 BREWSTER ROAD THESE DRAWINGS ARE SOLELY FOR THE USE Falmouth, MA 02540 x ,'"`T-- DATE n OF THE OWNER NOTED.ANY OTHER USE OF Tel: 5OH-540-7400 . MASH PQE E ,MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN �/ �/20 1 PH. (5O8) 274-1166 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION Fax: 508-540-0220 SIGNAtRE 43 LEWIS BAY ROAD HYANNIS , MA ACTOF1990. 4'-10" 48'4" 6/ 1 HR RATED WALL, 10, BILCO SCAPEWELL OR BILCO SCAPEWELL OR 'I 'I (U DSIGN No. U327,SIMILAR) SITE BUILT EGRESS SITE BUILT EGRESS < WINDOW WELL _ _ WINDOW WELL NEW P.T.WINDOW FRAME& 1 DOUBLEHUNG DOUBLEHUNG SEAL BETWEEN FRAME& 3/„WOOD STUD @ 16„O.C. WINDOW WINDOW CONCRETE WALL ALONG NEW 1 LAYER 5/8"TYPE 'X' DRYWALL ON ANDERSEN ANDERSEN WITH OUTSIDE FOR THE EACH SIDE, EXTEND & SEAL TO RATED TW24310 MIN. TW24310 MIN. WEATHER EXIST. SIZE°R EQuI Ex1ST. EXIST. FLOOR/CEILING ASSEMBLY ABOVE.ALL WINDOW WINDOW SIZE OR EQUI PENETRATING ITEMS SHALL BE TREATED WITH "THROUGH PENETRATION"OR co NEW 3-2 x s HDR. NEw 3-2 x s HDR. "MEMBRANE" FIRE STOPPING AS NEW UNIT ao EXIST. ELEC.PANELS 13'-0" 2'- 1" 1 13'-3" PIPE APPROPRIATE FOR MATERIAL, TYP. ELEC. EXIST. DOUBLE CHASE ANEIL 2x4 STUD WALL, A2 1 2'6"DOOR3%2'THERMAFIBER MINERAL WOOL —� APPLY FINISHES EXIST.2 x 12's INSULATION 1 6' PER DETAIL A C ICLOS. @ 16"O.C. EXIST. N HORIZONTAL RC-1 CHANNEL @ 16"o.c. x i NEW CRAWL- EXIST. 1/2" DRYWALL (NON-UNIT SIDE) EXIST. NEW A2 ZD UTILITY BEDROOM C BEDROOM SPACE S I 3'oVx6'8"-45 MIN. k0j " FILL IN OPENING INTERIOR WALL WALL C 45 MINUTE FIRE CLOTS. O RATING RATED DOOR O 2'6"DOOR ( 5 PARTITION — FIRE 1 HR 1 p - RUN 2 LAYERS /e"GWB DOWN Cr p � TO WITHIN Y2"OF TOP OF A SEPARATION DETAIL UP A A0 0o N CONCRETE WALL&SEAL W/ » » EXIST. LALLY o N FIRE STOP SEALANT,TYP. SCALE: 1 = 1 —0 COLS. 4-2 x 12 GIRT ABOVE REF. _ 8-7/8" A S , — 2HR RATED WALL m p _ ENTIRE LOWER LEVEL CEILING TO CLOS. m (DESIGN No.UL U334) N 3 o �� °' RECEIVE TWO HOUR RATED CEILING C N 1 HOUR RATED WALL ASSEMBLY in 4.1 I-p o ASSEMBLY PER DETAIL C1 s2z M 45 MINUTE FIRE EXTENDING VERTICALLY TO UNDERSIDE EXIST. 5�2°WOOD STUD @ 16"O.C. RATED POOR OF FLOOR SHEATHING ABOVE A'EW 1 J., _ O o 'KVITCHEN� i BASEMEN W NEW 2 LAYERS 5/8"TYPE 'X' DRYWALL ON o EACH SIDE, EXTEND & SEAL TO RATED THIS WINDOWREQUIRES EXTERIOR o NEW $ 90 MINUTE FIRE w FLOOR/CEILING ASSEMBLY ABOVE. ALL sAFETYGLAZINGPER2406.10 N O CLOS. :o DINING RATED DO : . Q PENETRATING ITEMS SHALL BE TREATED A _ (VERIFY KITCHEN 2 HOUR RATED o WITH "THROUGH PENETRATION" OR iv LAYOUT W/OWNER) WALL ASSEMBLY co "MEMBRANE FIRE" STOPPING AS EXIST.2 x 12's NEW NEW FILL IN FLOOR O z _:? "APPROPRIATE FOR MATERIAL, TYP. — — — 1 @ 16"o.c. LIVING �, BATH ABOVE TO RANGE THESE TWO WINDOWS - - - tJ - - U MATCH O O REQUIRE EXTERIOR SAFETY 's' ••r 3%2'THERMAFIBER MINERAL WOOL INSTALL CODE COMPLIANT EXISTING GLAZING PER IBC 2406.10 INSULATION HANDRAIL AT 34"-36""ABOVE 105"HEIGHT FROM HORIZONTAL RC-1 CHANNEL @ 16"o.c. THE NOSINGS OF THE N SLAB TO JOIST w 5'rUB/ NEV� 36"WIDE TREADS ON BOTH SIDES OF J PLATFORM THIS STAIR WELL. 1 w SHWR. O oLIWIRE CHASE SINK NEW 3- f x s HDR. THIS ASSEMBLY SHALL BE INSTALLED AGAINST THE EXISTING "' CONC. FOUNDATION WALL (APPROX. 54" HIGH)SO THAT FILL IN EXIST.WINDOW THERE IS A Y2"AIR SPACE BETWEEN THE WOOD STUD AND THE w1NDow NEVI/ W1NDo wwDo = CONC. THE TWO LAYERS OF GWB ON THE CRAWL SPACE SIDE 4'-10" W/CONC.BLOCK. - NEW P.T.DOOR FRAME& EXIST. INSTALL ANCHOR SLOTS STAIR SEE TYPICAL UP 2< SEAL BETWEEN FRAME& - TERMINATE WITHIN V OF THE TOP OF THE CONCRETE AND PLATFORM AT EACH COURSE,TYP. I WELL CONC.STAIR co CONCRETE WALL ALONG C? SHALL BE SEALED WITH A FIRE BARRIER SEALANT APPROVED DETAIL WITH OUTSIDE FOR THE FOR THIS APPLICATION.SEE SECTION DETAIL B1/A3 FOR WEATHER ADDITIONAL INFORMATION ON ADAPTATION FOR THIS SITE. NOTES: Da rA (3M FIRE BARRIER SEALANT IC 15WB+ OR EQUIVALENT) 1)2015 IECC REQUIRES A BASEMENT WALL R-VALUEOF15/19.THIS NEW WOOD FRAMED NEW STAIR HANDRAIL AT NEW GUARD B INTERIOR WALL PARTITION — MEANS EITHER R15 CONTINUOUS INSULATION ON EITHER THE PLATFORM FLUSH w/ 34"NE ABOVE NOSING RAIL 42"HIGH NEW P.T.4 x 4 POSTS EXIST.STEP OFF TO a FIRE SEPARATION DETAIL INTERIOR OR EXTERIOR OF THE FOUNDATION,OR R19 CAVITY EXIST. INSULATION(i.e. BATTS),ON THE INTERIOR OF THE WALL. NEW CONC.STAIR RAMP DOWN 9'-10" 9'-10" ALTERNATIVELY(SHOWN),"15/19"MAY BE MET WITH A CONTINUOUS DOWN TO NEW UNIT ---� B LAYER OF R5 INSULATION ON THE INTERIOR OR EXTERIOR OF THE 19'-8" SCALE: 1 = V-0" FOUNDATION AND R13 CAVITY(BATT)INSULATION MAY BE INSTALLED. 2)GC SHALL DETERMINE LOCATION AND TYPE OF AIR&VAPOR FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS BARRIERS TO INTEGRATE WITH THE REST OF THE STRUCTURE AS WHERE HVAC DUCTS PENETRATE RATED ASSEMBLIES LOWER LEVEL PLAN REQUIRED BY THE SCOPE OF THE WORK. (WALLS OR CEILINGS). ACTUAL REQUIREMENTS TO BE ° DETERMINED BY THE HVAC INSTALLER, 2x4 KD STUDS @ 16"o.c. ° w 2 HOUR RATED FLOOR/CEILING EXIST. FINISH FLOORING, VARIES a R-13 UNFACED BATT INSULATION O SMOKE DETECTOR ASSEMBLY ABOVE EXIST. 3/4 T&G PLYWOOD FLOOR SHEATHING a 1"RIDGID FOAM INSULATION(R-5 min.) w 2x6KD STUDS @ 16"o.c. ATTACHED To FOUNDATION w/ Q CARBON MONOXIDE DETECTOR w o- ° ADHESIVE 3M FIRE BARRIER SEALANT IC ® HEAT DETECTOR 5/8"TYPE X DRYWALL or BLUEBOARD z 15WB+OR EQUIVALENT w/BACKING a MATERIAL PER MANUFACTURER EXIST. 2x12 FLOOR JOISTS 012"o.c. Y2"AIR SPACE EXIST. 10"CONC FOUNDATION WALL BEAD OF BUTYL OR SILICONE 5%"THERMAFIBER MINERAL WOOL INSULATION R 23 SEALANT AT SLAB EDGE LECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS :.... ..:_. _..,...... ... .... . 2 LAYERS 5/8"TYPE X DRYWALL PT 2x4 BOTTOM PLATE WHERE CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION or BLUEBOARD 1—LAYER 5/8" TYPE "X" GYP. BOARD ° IN CONTACT WITH CONCRETE TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS) ° FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL 7/8" METAL FURRING CHANNEL 0 16" O.C. U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE Y2"AIR SPACE 1—LAYER 5/8" TYPE "X" GYP. BOARD ° 0.30 MASS. 0.55 49 20 or 13+5 30 15/19 SEE DETAIL 10(4 FT.DEEP) 15/19 AMMEND. PT 2x6 BOTTOM PLATE WHERE - I a° ° ° ° IN CONTACT WITH CONCRETE 2 HR RATING HRU PENETRATION& NOTES: (DESIGN N0.—L511) EMBRANE FIRE STOPPING ° 14 1. R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 3/e" 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR BEAD OF BUTYL OR SILICONESEALANT AT SLAB EDGE FIRE ( \� /� T O OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL I I /� I ° ° ° 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS ADDITIONAL FIRE SEPARATION DETAIL 4. 13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR I STALLATI N I N FO CEILING DETAIL ri-`\DETAIL FOR BASEMENT FINISHING &R13 CAVITY INSULATION 1 V 90=1 f$ A3 8CALE:NTS SCALE: 3/4 = 1 —0 —0 ' SCALE : DRAWING NO. : THE DESIGNER SHALL BE NOTIFIED IF ANY ARCHITr . . x ERRORS OR OMISSIONS ARE FOUND ON NEW ADDITION C R �� r 11 THESE DRAWINGS PRIOR TO START OF }�+ ar� a v CONSTRUCTION.THE BUILDING CONTRACTOR Giampie 1.1 O Architects 1/"t �O WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION o,4' ° - COTU I T BAY DESIGN LLC COMMENCES WITHOUT NOTIFYING THE 354 Gifford MA I y �.- - - 13—5 3 LEWIS BAY LLC A S DESIGNER OF ANY ERRORS OR OMISSIONS. Falmouth MA 0254Q z _ � DATE :43 BREWSTER ROAD THESE DRAWINGS ARE SOLELY FOR THE USE THESE THE OWNER NOTED.ANY OTHER USE N 4 w �/ �/�0 MASHPEE ,MA. 02649 THESE DRAWINGS REQUIRES THE WRITTEN Tel; 508-540-7400 SIGNATU 4 3 LEWIS BAY ROAD HYANNIS , MA PH. (50H 274-1166 CONSENT OF THE DESIGNER UNDER THE ` � 17 ARCHITECTURAL COPYRIGHT PROTECTION Fax: 508-540-0220 ACT OF 1990.